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Home My WebLink About4613 Eureka Ln 17-3421- NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 BUILDING APPLICATION 4: 17-10000853 BUILDING PERMIT NUMBER: 17-10000853 DATE: November 15, 2017 01 - 0 ) UNIT ADDRESS: EUREKA LN 4613 22-20-30-520-0000-0410 TRAFFIC 2ONE:022 JURISDICTION: SEC: TWP: RNG: SHE: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4613 EUREKA LANE / REAGAN POINTE LOT 41 SFR DETACHED FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE I ---- _-_- ------- --------- ------- ROADS -ARTERIALS CO -WIDE ORD Single Fami y Housing 705,00 1.000 dwl unit 705,00 ROADS -COLLECTORS NIA Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE WA 00 LIBRARY CO -WIDE ORD Single Family Housin 54,00 1.000 dwl unit 54,00 SCHOOLS CO -WIDE ORD Family HouNs/ing 5,000.00 1.000 dwl unit 5,000,00PARSingleKSA 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 00 15,759,00 STATEMENT RECEIVED BY: i IGNATURE: PLEASE PR I NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT; FAILURE TO NOTIF 0 RE AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR HE EE. DISTRIBUTION: I-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 1101 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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 DAVID WEEKLEY HOMES SFR-STEMWALL BUILDING PERMIT MNI in Iax 10 20 30 Per mit# Inspection Desc!Ltion Footer Sternwall Form board / Foundation Survey 30 Slab / Mono Slab Prepour 40 Lintel /Tie Beam l Fill Down Cell 50 50 Sheathing — Walls Sheathing — Roof 60 60 70 Final Window Roof Dry In 60 80 Lath Inspection 70 70 1000 Frame Final Roof 80 Insulation Rough In 80 90 90 1000 1000 1000 Final Stucco / Siding Drvwall / Sheetrock Insulation Final Final Single Family Residence Address: J A ELECTRICAL PERMIT Min Max Inspection DeseriEtion,,,, 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough— ------ 1000 Electric Final r MECHANICAL PEP—MMIT Min 10 Max Inspection Description Mechanical Rough 1000 Mechanical Final Prepared by and Return to. JOHN KINGMAN KEATING Town Square, Title, Lsxl. 250 E. Colonial Dr., Ste, 301 Orlando, Florida 32901 Telephone: 407-422-413+1 ! NOC17188 R- ORDING WFORAkoCt„ ABOVE THIS LINE NOTICE C?F CORI4lF.NCE4ENT Permit Number: Tax Folio Number: 22-20-30-520- -0410 ST:ATF OF FLORIDA COUNTY OF ORANGE 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 C'anmencement: 1. Legal Description of the Property: Lot 41, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida, Pro era Address: 4613 Eureka l arae, Samford. Florida 32773 2. General Descei lion of I rovemenr. Cansttuction of sin le-fanlil residence and a licable associated Pm xovemenis. 3. Owner(Lessee: (a) Nance and Address: Weeidey Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 do, Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same Contractor's: (a) Name and address: Weekley domes, LLC, a Delaware limited liability company 225 S. estnronte Drive, Suite 3300, Altamonte Spriaa , Florida 32714 (b) Phone Number, (407) 865-9"2 5. Surety (If applicable, a copy of the payment bond is attached): (a) Name and Address: NIA (b) Phone Number: N/A c) Amount of Bond: NIA Lender: (a) Name and Address: NIA; (b) Phone Number NIA Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7, Florida ,Statutes : (a) Name and Address: N/A (b) Phone Number N/A S. In addition to Owner, Owner designates the following persons) to receive a copy of the Lienor's Notice as provided inj Section 713.13(i)(b), Florida Statuizt. (a) Name and Address: N1:3: (b) Phone Number N1A 9, Expiration date of Notice of Commencement (the expiration date may not l e before the completion of construction and! final payment to the Contractor, but will be I year from the 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OFF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92,525, Florida Statutes. Under penalties of perjury, I declare that I have read the forego;ng and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John }Grog n Keati , as Authorized Agent STATE. OF FLORIDA COUNTY OF ORANGE I ITERE13Y CERTIFY, as an officer duly authorized to take ackno;rledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Wcekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. 1 11 FL34tTHEII CERTIFY, that John Kingman Keating, Ware the saute persons) either executing or acknow"ging ex Dion o the I ing instrument because. personally know liimlherfthem OR I have satisfactory evidence of same based u ` a F. rwd .'Ariver's license ar ther identification: WITNESS my •:d a. f Ial sraI in (he State aid Co y aforesaid this 14th day of Novernber, 2017, SANRRAfFEERst"fir^A* CartntkaFat t GG t23703NorbSinatu - I=d.c W aU.11.1 Ezproa sopwalier 8,=I GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017116005 BK 9025 Pg 0093; (1 pg) E-RECORDED 11116,r2017 03 22 01 PM 10. 0Q Prepared by and Return to: JOHN KINGMAN KFATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telel hone: 4OL42Z- 2qH_ NOC17188 RECORDINC. INFORMATIONABOVE THIS LINE Permit Number: Tax Folio Number: 22-20-30-520-00()0-04 10 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 41, Reagan Pointe, recording to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive., of the Public Records of Scramble County, Florida. Pro Florida 32773 2. General Description oflarprovement Construe to of sm_e-family residence ard a plicable associaledunproveirrems 3. 6,-—ner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N, Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address; Weekley Homes, LLC, a Delaware limited liability company 225—S—. Westanorte Drive, Suite 3300, Altarvarate Sarin s, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Nartic and Address: N/A Rd Phone Number: N/A, c) Amount of Bond: N/A Lender: (a) Name and Address: NIA; (b) Phone Number NIA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as orovided by Section 713. 13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following p—erson(s) to receive a copy of the Lienor's Notice as provided in Section 713,13(l)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A -; 7f —construction and9, Expiration date of Notice of Commencement (the expiration date may not be before the completion final payment to the Contractor, but will be I year from the date of recording unless a different date is specified: bYARISING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TIIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER Oil AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Verficationpurstunuto Section 92.525, Florida Statutes, Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief OWNER Weekley licarries, LLC a Delaware limited liability company By: 11f To—hn II-11--a Keati it, as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the, execution of this instrument on the date set firth below, John Kingman Keating personally appeared before me as Authorized Agent Of WOCUCY Homes, LLC a Delaware limited liability company and executed or acknowledged hisdaer(their previous execution of this instrument. I EB FURTHER CERTIFY, that John Kingman Keating, islare the same persorus) either executing or acknowledging ca, 1 0`the g ing instrument because personally know hum/her/them OR -- I have satisfactory evidence of same based u, a F ridaAriver s license o the' identification: WITNESS toy I an nd I In the State and CITHeKy "afi',`,-aEd this 14th day of November, 2017. oA y SANDRAGREER Na b c Sigital Comltaioft#(3G 123703 teLAc asn.W& SEA' I—MAM1.1 MOM GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL, CLERK'S # 2017116005 BK 9025 Pg 0093: (1pq) E-RECORDED 1111612017 03:22 01 PM 00 Ok 11 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 44-0,025 % Job Address: I I Pb C01 Historic District: Yes [I No Parcel ID: 6 )z Residential 5 Commercial Type of Work: New - Addition Alteration 11 Repair El DetrioEl Change of Use Move El Description of Work: Plan Review Contact Person: Phone:LLQD,_5k -_,i52Z'3 Fax: Emailr Property Owner Information NamePhone: '—MbC. Street: Resident of property? City, State Zip: Name Phone: ,407—j't S t r e e t: C)C) Fax: City, State Zip: State License No.: Arch itect/Engineer Information Name: Phonc: Street: City, St, Zip: Bonding Company: 15 Fax: E-mail: ea"—L'--L CCVA'Aa--9 ()H INIortgage Lender: 0111IMMM WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNIENCENIENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONENIENCExIENT x1UST BE RECORDED AND POSTED ONTHE 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 indicate(]. 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 tlli., 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: 5'6 Edition (2014) Florida Building Code ReviNcd June 30, 2015 1 1) Penult Applicatic)n 0_Tl('F,: In addition to 6- reqa renet_,(s of thus permit, theta may be ktddni uutt' c-cs1rictions appLicalble to ties prDper'y E.'aa, ruay, be found in tine public records of this county, aathere may be acditiom-pern-io rcquircd from other govc-n-a-ac'mat cntitics such is Nvalcr maraguwor,: diAic's, irate agencies, or fee"-ral agoucie-& Acceptance -f pertn f is vcrir1ca-tio:,, that I will retity the owner ofthe properrf orthe requiremcrri ofFlorida Lion Law, FS 7 1 ",- The City of Sanford requires paymont of a plan review fee at Lhe unix of pc:mit subn-caal. A copy of the exectitcd co=act is required in order to catculate a plar, review charge and will b.- consicerod the cstimatcd c3astzuction virtue of thu job at aic Am.- of sulomittal. The actua. construction value wit; be figure(t besed on the current i(,c valuation Table in effect at tho tiane the permit is issued, in accoMaac.- with local ordinance, Should calcsated charges Figured off fic executed contra t execed the construction val,1Q, credit will be applied to vDUr p0rulit faOS When the Pffolit, iS i&5"0-,L OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will Te —done in compliance with all ap'plicable laws regulating construction and zoning. S,35 f raofOi As, t t.cte SiAmco'C% Im aAe='iDal ME U'HEL BLAGM,7ELL Hiblic - t to c,,,, ?a tis C ifl, ExPires Jai'! 12, l ni it, wftc")"'\'gent is2ti"M`AVIR'Mtn 'VIC or ofKo,,,, varoo.Notaxy-S oofKo,,, 1iSk—A ca CIEL H L A MNE PE 1"'!otaly pt!Wic - Stale r i a ri 1 2 0 e Cont, is to x Qr Prod, BELOW IS FOR OFFICE USE ONLY Pertnits RL!qulred: Building 0 Electrical E Mechanical [3 Plunbixigo Gas[] RoofE] Construction Type: \1 7 Occupancy Use: Flood Zone: Total Sq Ft of Bldg:. Z, 1 9-4 1 Min, Occupancy Load: 1 1, 4 of Stories. 2- New Cons trite tion: Electric - 9 of Amps Pltiml)in - A of Fixtilres APPROVALS: ZON7[N'G::: I f 11 F3 UTILITIES: 0 ENGNMERING: -VC' FIRE: COMMENTS:— Ok to conStruct single family home. with setbacks and impervious are'a shown on plan. FircAlarm Permit, Yes[] N"oQ WASTE WATER-. BLTILDfNG:_1f- Rcv;sec: JLiz-x 3 0, 71) 15 Permit Appdualior, u t- I I I I t- u ( a a &I k Vila Itabl, Application No: Documented Construction Value: S I I 1 1,9—' Job Address: 'nQ1 Historic District: Yes D No Parcel ID: 2'L -,?C)- J Residential ElCommercialIV Type ol'Work: New o addition El alteration El RepairEl DemoEl Change of Use El Move El Description of Work: Plan Review Contact Person: Phone: Fax: Email. Property Owner Information Name Phone:'- Itl Street: Resident of property? - City, State Zip: Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: 0-1- Street: City, St, Zip: Laffl: Bonding Company: Fax: E- mail: ez c6H Mortgage Lender: NVARINING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIMMENCEMENT MAY RESULT IN YOUR PAYING -TWICE-- FOR--IMPROVEMENTS-TO-YOUR- PROPERTY.— A - NOTICE-OF-CO-ivIiNIENCEiNIFNT--tNIUST-BE - ------ -- RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT NVITH YOUR LENDER OR AN ATTORNEY BEFORE, RE, CORDING 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: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Pcnnit Application 3 1jQQTIQS; In addition to the reqtdremeuts of this permit, ther-e may be additional restrictions applicable to this property that may be found in the public records of this counly, and there may be additional permits required from other governmentat entities such as water mariageworr- districts, state agencies, or federat agencies, Acceptance o-permit is verification that I will rotify the owner of the property of the requiremen-s of Florida Lien Law, FS 711 The City of Sanford requires payrnent of a plan review fee at the *date of pc.rmit subtruttal, A copy of the exectited contract is required in order to calculate a plan review charge and will be considcred, *,e estimated construction value of the job at the time of submittal. The actual, construction value wilt 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 filyared off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is iss4ed. OWNER'S AFFIDAVIT: I certify that all of the foregoing information Is accurate and that all work willZ be done in complianceNvith all applicable laws regulating construction and zoning. SJg,%(,.f01 , Age t Date on RACHEL BLACKW LL State oi Notary Public - , Florida MY Comm. Expires Jan 12, 2018 I isC omm, tsld,n i T rn Me or lJPwt,1116clo At;ta eat Con' -todAgerl ' tarcofNIot3ty-StetcoffloHda Date Vly P RACHEL BLACKWELL Notary Public - State of Florida My Comm. Expires Jan 12, 2018 Conti o KIS or OF TD Prodcec BELOW IS FOR OFFICE USE ONLY Permits Required: Building El Electrical E] Mechanical El PlutnbingE] Gas[] Roof E] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:, iMin. Occupancy Load. of Stories; New Construction: Electric - hE of Amps Plumbing - A of Fixtures Fire Sprin1der Permit: Yes El NoEl ftofHeads — Fire Alarm Permit; Yes E] NoEJ APPROVALS: ZONING: UTILMES. 6,J) WASTE WATER. INTEERTNG:- FIR R- 7— Revised: turn 30, 2015 Permit Appqaatlon m tololol sit] Ins IMTIMINI• Walkway Including Right -of -Way Use & 77— . Landscaping in Right -of -Way 08nfurft,q v Department of Planning & Development Sorticias 3CO North Park Avenue, $arford, ' -lorda 32771 Phone: 4C7.603.6,140 Fax: 407.688.5141 Thlit Perri! aulhorzas work 'o be done oil, the Sublectoroperty or In lie City ofStinford'6 righof-wary in accon1ance With rhe Citys r%uatr(ria and the allotaned Goruilmieflon plans approved as part of tNs porn t, -he perm1t is raeulre, for driveway or sidewails cansttictlon c-,--r 10C sTisire feet of ccncrele or other materfalor the subject lewcal 9,nd / Gr any construction of a n the city right -of- ayit does not approve any work withiln any other drlvewltywalkwayorlarascapeImp(overrierts wIlhii V1 lAadiction' s right-of-way, M reqjeatad Inforrinatlon below is we I as a Gurrept survey, sltojit arl a, plat clearty, lder)Wylng the KMW "0% loilM Slzer ond toGatfliqi of the e\13ting rifjht-c way and use shall be prvAdert or applicaVlon could be dektyeoi, 0411 Wire IOU d1l$ 1. Project Lceat'orJAddross: Z lor opo a e J A,-, 0 v,, I y 07- 1&rveway imilk"'Vay C(hec 3 Sched Ue of I )fc Stsr4 Date C orn1plellon Cali 0 Emergency Rol ails 4 Grief Desalptior, of Wodu Maintenance Res.00nsibilitioslindemnification T,) e Rego eatcr, and his 9ucceosoro and assigns, s-all beoriaonsible for perpetual maintenance of the improvement irstafiedundar this Agreement, Thia shall 'include rrernianancri of Co ini,oroverrent and rripmodl portion of ,aQnt-of-way adjacent tneeiol Racluestof may, with Written Ciry authorization, remove sold InscillatiorOrprovernort Mily rastorIng Iris r'ipht•of-kkavy to its previoua Condition, Ir the evwt that any tutura crinstiaQUON Of Rcid,Vay,, ilifitles, inaralvalar facituals, cr ary general rrialknteiance artiAies by the City baoores in oonflic, witir, the abose pernittac activity, the parrolltee shall renlrovv, ratocate and/or repair as necessary at no =s' to the City of Sanforril rsofer as such facilities are in',ha pt.bill; right-of-way I( tha Requester Joes not ceritinuotaly m4intair the riproverreni and area in Accordance lwh prevIcUsly stated C;Jtarra, or ooniplotely rostore the right-of-way z Its on-vious corldroori, Irre City shall, aler approridatenotica, rastore tlia arna to it-, )rov ous condition at 'no Racuostoea expemo w,,d, f iecassary, file a lain on ris Requealtior's property to rwover costs oi restoration, To J-, e Uka;t oaten, porn dt9d bylaw, Requestoragreas to diffend, illoarralty, and hold ilarmless t%a C. Iy, ItsmincrIpatticna, agents, aorval-ei, or oil !Qy- eas faciprointed, olectoo, of hired) tracer and ageinat arty and all [iiao0rhas, Claims, penalties, daiiirds, swill, Judynie,"IS, losses, expenses, damages (direct, indleact or W.,13equentral), of Ir'lury of any nature whatsoever to person or =party, and To msts and axpenses Incident 'hereto euicucirri; costs a' colon", SoWsicanI, and season atila attorney's ices up to ana lncft;ahg an wopaaf,, rasAtlN in any fashian fin or arts,,ng directly Qrindlrectly out ofer conrocied with the',iao of the City's right-of-way_ I have rVd and undq kan tho above statement and by signing this application I agroe to its terms. V,pllcaficin, No Reviewed: Public " I Appritived: 31( e frispec'ed by` OpeclalPerroft Conditions: This permit shall be posted on the site during construction, Please call 407,638MBG 24 hours In advance to schedule a pria-pour inspection, Data,- Official Use Only Fae: Date: Date: Date: MM MwwnOw — 016 ROW use 1"OR TUG 46,, F)REPOIN"ERA, ALL RESIDENTIAL PROPET"1111',S Alttan-ionto Springs, Cassefbe.riy, Longwood. Oviedo, , f) - 6 Sall (1d, Seminole C01111ty, Vinlel' SPt-ill6"S B u i I d i n wt, Pe r i n i t M; Floctrical Permit # L In ccrtsidoration for authorizing the appropriato utility COIT'.pany to the facility, we agree with and urteterstand the Fallowing: z' 1. This TugfPro-power application is valid only for one -arid two-family dwellings, 2. The facility wilt not be occupied until a certificate of occupancy has been issued, 1 If the jurisdiction hereafter finds that the facility has ben occupied before a cerfficate of occupancy has been issued, the jurisdiction. will have the unilateral right to direct ilia utility to terminate electrical, service Without I)QtiCe, FUt-TherinOtt, We Understand and agree tile', ShOUld the jurisdiction exercise such right, the damages which may result frown the exercise of suchjurisdictionwillnotberesponsibleforanydz right. Also, in the event any third party claims dat-nages, From the exercise of such right, we agree to jointly and individually in&,mnify and hold harmless the jurisdiction From all such damages and costs, including attorney's fees, 4. Prior to pre -power, the building or structure stall be Weather tight and S--CLlr-- The electrical wiring in the area designated for pre -power shall be complete and in sarc,, order. All electrical services associated with the area will be 100% complete unless specifically approved' by the electrical inspecto*r. 5. Interior electrical rooms shall be lockable, if electrical parses are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative Shall hold tho k-ey9(s) forsurd-:access to electrical panels to prevent energizing circuits other than those that are safe. 6, This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. Uprovidled, the fire spruik]cr system must be operational with Water on ,he system prior to pre -power, TUG approval is for service and outside GFC1 owitlets only. Check Nvith the local jurisdictiou for fees associated W'Ifli tugs, NIP, RInt Name of 0 ner,Tenant AiggnaiL r-z JURISDICTION E-'1VfPLOYEC NANIE: R- FRISDICTION: Print Ntr-a of' Gc . Co itrzctcr Signet of Gen. ontractor 4 L1119 L59 - I Gen. Contractor LicenseR J " 1 1" 0, Pint Name of, t, Poitractor A" f SII n'atur,- of El. Contractor EI. Confrac'or [.'icense 9 CALLED INTO: i—, Progress Energy ci Florida Powerand Ligilt on Rev, 02/10115) LIMITED POWER OF ATTOWNEY Altanionte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: r's Namar'onivanv) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Lhu —CI-) ' Stne-et Address) Expiration Date for This Limited Power of Attorney:--ij License Holder Name: State License Number: C Signature of License Holder: STATE, OF FLO, IDA COUNTY OF The foregoing instrurne was a kno led ed before me this day of )"'A(jV 209 by who is erson`ally known to me or o who has produced as identification and who did (di n_o,ath____--_--_ RACHEL BLAC KW LRACHELBLACKWELL Notary Public St is cl zffl "'9 O.' s o tan a, js Notary Public - State of Florida MNiv J'n Expires an 1yComm. Expires Jan 12, Commission # FF 062350 062350 Rev. 08.12) t or type name Notary Public - State of Commission No, My Commission Expires: FIELD REPORT 4- CLIENT: PROJECT NAME PROJECT NO.- DATE: 3< WEATHER: CONTRACTOR: RE' S REPRESENTATIVE: THE RAAD - TANNOUS ENGINEERING) CiRoUP, INC. nm 1, Goidenrod Road, * Suite 610 a Orlando, Florida 32807 0 CITY OF SkNFO F i R E D E PA R Titil E N Building,& Tire Prevention Division vi: ff XVITA PPLICA TIO-,Y Application No: Documented Construction Value: S 6500 Job Address: 4613 EUREKA LANE, SANFORD, FLA 32773 Historic District: YesoNoD Parcel ID: Residentialz Commercial Type of Work: Newt Addition[] Afteratioall Repair[] DetuoEICIjange of Usco Move H Description ofWork: NEW SINGLE FAMILY HOME CONSTRUCTION Plan Review Contact Person: Eva= Fax: Email: Title: Property Owner Information Name DAVID WEEKLEY HOMES Plione: 713-963-0500 Street: 1111 NORTH POST OAK RD Resident of property? City, State Zip: HUSTON, TEXAS, 77055 Name SPEGAL PLUMBING LLC S " treet: 1767 BENBOW CT City, State Zip: APOPKA, FL, 32703 Phone: 321-256-1234 Fax: 321-250-2304 State License No.: CFC 1428683 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICE OF CONIMENCE.NIENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTict, OF COMMENCEMENT MUST RE RECORDED AND POSTED ONTIIEJOB siTE BEFORE, 'TES E FIRST INSPECTION. IF YOU INTEND To OBTAIN FI N.NNCING, CONSULT WITH YOUR LENDER OR AN ATTORINEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work, and installations as indicated. I certifv that jio work or installation has commenced prior to the issuance ofa pernot -,It)(] that all world will be performed to meet ;tilt dards ofall laws, regulating Construction in this jiurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, Invilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date of application avid the code in effect as of that date. 6" Edition (2017) Florida Building Code Re, lwd: Jaguar) 1. 201X 11cmil Applic.mtor, NO IC Ill addition to the requirements of this permit, there may be additional restrictions applicable to this propci-tv that may be. f'ound in the public records of this comity, and there may be additional permits required from other uovernulentul entities such as water managcnicia districts. state agencies. or fedcr-al agencies. AccepLance ofpermit is \crificatioo that I will notify the owner of the property of the requirements of Florida Licit La\vFS 7111 The City of'Stanford requires payinctit of plan review fice at the time ofpcnint submittal. A copy of the executed contract is reqUircd ill or(llir to calculate a plan rcviov charge amd will be considered the cstini ate construction VaILIC of file job at the time ofsuhniiaal. The tactual construction value will bo Figured based on the current [CC Valuation Table in effect at the time the pennit is issued, Ill accordance with local ordinance, Should CalCUlared charges fig ured woredoff the executed contract exceed the actual construction vzalue, credit cc ill be applied to your permit fees when the permit is Issued, ONVNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all Nvork Neill be done in compliance Nvitll all applicable laws regulating construction and zoning. Signalt Tr nI' "Nolaly-slate tit' I londa Date OwneriAgcnt is Personally Known to Me or Produced 11) - Type of 11) Dos: A _ 40 Prillt Ck)vzraotm Agent'% Nunle Produced ID ____ Type of lid BELOW IS FOR OFFICE USE ONLY Permits Required. BuildingE] Elcoi-icalEJ Mechanical [] Plumbingli Gas 0 Roo"El Construction Type: Occupancy Use: Total Sq Ft of Bldg: INlin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures --Ql- Fire Sprinkler Permit: N'csE] No ] 4of I leads APPROVALS: ZONING- UTILITIES. FINGINEERING: IIRF: Fire Alarm Permit: YesE] No] WASTE WATER - Ito, lswd: huluary 1, 2018 Nruill Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number 17-00003421 Date 2/27/18 Application pin number 675030 Other Fees 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 1103.95 01-POLICE IMP-RS 09.1.17 384.82 01-SEM CNTY RD IMPACT FEE 705.00 01-SCHOOL IMPACT FEE 5000.00 01-BLDG DCA SURCHARGE 26.75 01-BLDG DBPR SURCHARGE 38,13 Fee summary Charged Paid Credited Due Permit Fee Total 114.00 00 .00 114.00 Other Fee Total 8474.46 8445,46 .00 29.00 Grand Total 8588.46 8445.46 143.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD ED 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 17-00003421 Date 2/27/18 Property Address 4613 EUREKA LN Parcel Number 22.20.30.520-0000-0410 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning GENERAL COMMERCIAL Permit . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc Phone Access Code 1034511 Permit pin number 1034511 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Application Number . . . . . 17-00003421 Date 2/27/18 Application pin number 675030 Property Address . . . 4613 EUREKA LN Parcel Number 22.20.30,520-0000-0410 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning GENERAL COMMERCIAL Application valuation 220305 Application desc noc on file owner Contractor DAVID WEEKLY DAVID WEEKLEY HOMES 4613 EUREKA 225 S WESTMONTE DR SANFORD FL 32771 STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ----------________---- Construction Type . . . VB Occupancy Type . , . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . NONE Other struct info . . . . . ELEC AMPS 150.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2141.00 Permit . , . , . PLUMBING PERMIT -NEW RESIDENC. Additional desc . , Phone Access Code 1034511 Permit pin number 1034511 Sub Contractor SPEGAL PLUMBING LLC Permit Fee 114.00 Issue Date 2/27/18 Valuation 6500 Expiration Date 8/26/18 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114,00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Utility services are by Seminole County. Other Fees 01-APPLCTN FEE -ELECTRIC 25,00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25= 01-BLDG PLAN REVIEW 663,00 02-CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. JW) AM= Parcel III VyproflAW: Aidahul Ablumiku LLJI WIN& 11 %ange of INV Dem" 406" of VVOIQ JIM ReVieW (WHINICI WIS011: phune: Fav Property Owner Information TIM: Resident of lmvlmr(y? City, State Zip: HoudWg QuWany ATUMS: klortgage Lender: Address: WARNING 11) OWNER: ''OUR ITAIIAIRE 11) REMM) 'k NOTH It M (MINIENCEMENT MAN' RESMA' 11 VOM PAYING' TWICF FOR INIVROVEMENTS 11) YOUR PROPERTY. A NGUIC1, OF C.'OMMENCEMENT NIUST 11F 10' VORDED AND POSTEJ) ONTIJE—MB S1111 BEFURE VIE FMST INMUTION. IP YOU INTEND 11) OBTAIN FINANCINC, MNSIAX IVIIII VOUR LFNnim OR AN ATIURNEV BEFORE RECORDING YOUR NWInc ni, MRINIENCEMAEPM QMVM& n in hareby made to Waw a pa, w (h we woo and VsMHmknn as indkm"L I caWy that no stork or inmalWkm has conimcnced prop to the intrutue of purnit and thm aH wmk "HHw per kmnod to mut stmidmUs oW laws ivguhuing consouctioll in this judsclictibm I untknWnd Ikat m sMamk T'I'Mit Must be Secumd Aw ekdriml work, plumbitlVa S ?ij,I 11CIIS Is Ibmace& Wkrs, heMem. Wnkq a"d aW condWoms, e1c, FRU HAJ SWH he ins" Ted n i0h Ow thue of npplkMion and the code in MCI as of that dab: 5" Edhhn U0141 Fh"Ida HuMing Onk, WWI hm 3T?M I'maltAppiwallon E2 0 j d 4,di k 0 1 i I cz,q)u 1 1 c jlci m il i,j 1,11 (:J,jj I lf)l jW01"k :1 i I lic t Jtof, Slull"Ord leqljirc; pm mi,fil oi'if i+111 vvviok, h 'c ttl 1 ! W ( 01 J)"I'll) 11 ;ilhlil 11 il. A ;q l\1 l) t, T hc llxvckv cd E, on_ 210 iS I it) 1 l'i'd t I I t t Mid v, ill w lic lwimd colll'iltw;ion voluc ill he Vi"url'!J ktcd oll the i.ljl will R 'U Vidu;lliml id'I" ilk 14i, to .it dw l iow tile 1 cni6i 1S t" lM'd 0 Wl"Midmic", l6th im'Wi oldilumce, il"houid e-XCclltcd cimWi(A c'Ni,tTd 01c iIclmd ccllslruct- uln cwdil 1611 he applil,,`d ilk ll!'Timt i'cl'il; vlit'll the p"init Iwd, 0"tV N I 1' R'S ik 1 1`11 ) i V rk 11 0 cc,rfifl, t(w,:'.tR of iihil, "'Ovel'imm, infilirl"a'ahmn, i's m,1ml thak all, v-arl, ai UK contpliance vvith "all, 1, amv"s regulating 4"'oush,liction amd, Zoning, Ill iW O N no /Aglent's Nimil,', m Owner/Agent is XJ1crsonaljy jjo to I v IVIQ"or ProducedIDype, 'o-f- l"I"), a. te CHAD W COWDERY MY COMMISSION P FF985918 EXPIHES Apol 252020 Contractor/Agent is Personaltv Known to 100' hoduccd ID Type of ID I BELOW Is FOR OFFICE USE ONLYoPermitsRujifired: BuIldinp o Collstruction Occupancy Use: Flood Zolle. fiotaf Sq Ft mivlo occupaimy Load: iiii ofstorics: New Construction: Electric - hi ol'Amps-_ Plumbhig - 11 of Fixflurcs_ .. . .......... Fire sprillider pernlft: Yes No 11 of I I c a d APPROVAL& ZONING': 1", N ( i I N I - " I Z I N ( i : COMMEINTS-1 U, I' I I , I III" : 1, ire Alarm Permit: Yes No VASTI%k"iVjT-R hilic W, 20 IS Punlit Applickl[ wil 13 February 22,2D18 City ofSanford Building and Fire Prevention Division OUNPark Ave Sanford, FL3277l Construction Drawing Connp|iance—AntennaEquiprnentMoUihcation Site Address: 9Z0State St, Sanford, FL, 32773 VerizonWireless Site Narne/Nunnber:Sanfnrd Plaza /#80205 8VRproject number: VZVV. O2l.I6 Permit #:27-llO7 TnWhom | tMay Concern, Based on photographs and signed as - built construction documents provided to CBVR Telecom Design Group by the contractor ( New Tech Construction) on February 7, 2018 hereby attest to the best of my knowledge, belief, and professional judgment that the constructed in general conformance with the approved civil construction documents b CBVR Telecom Design Group, dated November 10, 2016: Removal of T-arms and Installation of Low Profile Platform with Hand rail kit Removal and replacement of (6) antennas Installation of hybrid cable, and replacement of existing coax The applicable codes lothis installation include: w Florida Building '» d n[odc2Ql4/S edition) 4ICE7-1O(uk.wind speed =135mph, risk cat. U exp. = B) ANS|/OA-222-G(norn wind speed = 105 mph,struct.class =U,tupocat. =l) Florida Fire Prevention Code (2014 edition) National Electric Code ( mrr*/u'2u1v) Local City or County Ordinances CBVR's scope of services did not include review of an as -built survey and the accuracy of the information, which is based on the documentation described above, shall not be guaranteed. Furthermore, this statement shall not constitute approval of any safety precautions orconstruction procedures. or- CBVR, TELECOM DESIGN GROUP fyou should have any questions regarding this letter, please contact usat/77O\OS3' 1231 Sincerely, CBVRTelecom Design Group Hugh D. Reilly, P.E.#7Z41O SMOTE NAL I8 fill ff FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot41 ReganPointe7499BNE Builder Name: DAVID WEEKLEY Street: 4613 EUREKA LANE Permit Office, C"T- sot--Wok->_" 3PermitNumber. City, State, Zip. FL 4 2 1 Owner: Jurisdiction: 691_K)0 Design Location: FL, Sanford 5 County:: Seminole (Florida Climate Zon 1 New construction or existing New (From Plans) 9, Wall Types(2378.0 sqft,) Insole 2. Single family or multiple family Single-family a, Frame - Wood, Exterior R=13 0 1314,00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 793,33 ft2 3. Number of units, if Multiple family 1 c. Frame - Wood, Adjacent R=13.0 270,67 ft' 4. Number of Bedrooms 3 d, NiA R= ft, 10. Ceiling Types (11115,0 sqft,) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=38,0 1115.00 ft' 6. Conditioned floor area above grade (ft') 1698 b N/A R= ft' Conditioned floor area below grade (ft') 0 c N/A R= ft2 11, Ducts R ft2 7. Windows(241.2 sqft,) Description Area a Sup: Attic, Ret: Attic, AFL Main 6 338.8 a. U-Factor: Dbl, U=0.34 241,17 ft2 SHGC: SHGC=0,30 b, U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28,6 SEER14.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A its a. Electric Heat Pump 28,6 HSPF:8,20 SHGC: Area Weighted Average Overhang Depth: 1.387 ft, Area Weighted Average SHGC: 0,300 14. Hot water systems 8, Floor Types (1166,0 soft.) Insulation Area a. Electric Cap: 40 gallons EF: 0,940 a. Slab -On -Grade Edge Insulation R=0,0 637,00 ft2 b. Conservation features b. Floor over Garage R=119.0 446,00 ft' None c, other (see details) R= 83,00 ft2 15, Credits Pstat Glass/Floor Area: 0,142 Total Proposed Modified Loads: 57.08 PASSTotalBaselineLoads: 60,06 I hereby certify that the plans and specifications covered by Review of the plans and 6, j-VIAESr4j' this calculation are in complia ce with the Florida Energy specifications covered by this 0 Code. calculation indicates compliance with the Florida Energy Code. 0 PREPARED BY: Before construction is completed DATE: this building will be inspected for J compliance with Section 553.908 Florida Statutes. I hereby certify that this building, as,dfKigned, is in compliance with the Florida Energy Cod . . .... e . Wi OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier 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 .11 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50 (R402.4.1.2). 11/15/2017 3:04 PM EnergyGauge@ USA - v5,11 - Section R405,4,1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot41 ReganPointe7499BNE Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1698 Lot # 41 Owner: Total Stories: 2 Block/SubDivision: REAGAN POINTE of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street 4613 EUREKA LANE Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp lot Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97,5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FLORLANDOSANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1698 15451 .8 SPACES Number ----Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1698 15451.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 83 ft' 19 0 0 1 2 Floor over Garage Main 446 ft' 19 0,29 0 071 3 Slab -On -Grade Edge Insulatio Main 85 ft 0 637 ft' 0,41 0 059 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul, deg) 1 Hip Composition shingles 1247 ft2 0 ft2 Medium 0,85 N 0,85 No 0 26,6 ATTIC Type Ventilation Vent Ratio (I in) Area RBS IRCC 1 Full attic Vented L_ 300 1115 ft2 N IN 11/15/2017 3iO4 PM EnergyGauge013 USA - v5,1 - Section R405,4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING T_7CeilingType Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1115 ft' 0,11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below O,.t_ Ta_ WatLType ace Ft R,-,Value-- Fraction -Absor. Grade% 1 NW Exterior Frame - Wood Main 13 49 6 9 0 445,5 ft2 0 0,25 0,6 0 2 NW Exterior Concrete Block - Int Insul Main 7 33 6 9 4 3121 ft' 0 0 0,6 0 3 NE Exterior Frame - Wood Main 13 23 6 9 0 211.5 ft2 0 0,25 0,6 0 4 NE Exterior Concrete Block - Int Insul Main 7 23 6 9 4 2193 ft2 0 0 0,6 0 5 SE Exterior Frame - Wood Main 13 49 6 9 0 445.5 ft2 0 0.25 0,6 0 6 SE Exterior Concrete Block - Int Insul Main 7 28 0 9 4 2613 ft' 0 0 0,6 0 7 SW Exterior Frame - Wood Main 13 23 6 9 0 211,5 ft2 0 0,25 0,6 0 8 Garage Frame - Wood Main 13 29 0 9 4 2701 ft' 0 0,25 0,01 0 DOORS ff Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17,8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 0,34 0.3 12.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low-E Double Yes 0,34 03 24,0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0,34 03 31,0 ft2 1 ft 4 in 5 ft 4 in Drapes/blinds Exterior 5 4 NE 3 Vinyl Low-E Double Yes 0.34 0,3 31,0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 5 NE 4 Vinyl Low-E Double Yes 0,34 0.3 6.0 ft2 2 ft 0 in 2 it 4 in Drapes/blinds None 6 NE 4 Vinyl Low-E Double Yes 0.34 03 13.5 ft' 2 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0.34 0.3 12,0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 8 BE 6 Vinyl Low-E Double Yes 0.34 0.3 36,0 ft2 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 9 SE 6 Vinyl Low-E Double Yes 0,34 0,3 24.0 ft2 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 10 SW 7 Vinyl Low-E Double Yes 0.34 03 517 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 464,13 ft' 464,6 ft2 45 ft 9.3 ft 1 11/15/2017 3:04 PM EnergyGaUge@ USA - v5.1 - 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 Proposed ACH(50) 000289 1287,7 70,69 132,94 .2598 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu(hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBtu(hr cfm 0,75 1 sys41 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR FIAT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEE None None ft DUCTS Supply ---- Return ---- Air GEM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RILE Heat Cool 1 Attic 6 338.8 ft Attic 84.7 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURE'S Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May X Jun X Jul X Aug Se Oct NovDec Heatin X Jan X Feb XMar A rMa l Jun E l Jul Au XjSe Oct X1 Nov XjH De,c Ventin Jan Feb X MarA r ( Ma Jun [ Jul Au . Se Oct X Nov Dec 11/ 15/2017 3:04 PM EnergyGaugev2 USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 1 "1 -- 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 FL 80 78 78 78 68 68 68 68 IN 80 78 78 78 68 68 68 68 a 80 78 78 78 68 66 12 80 78 78 78 68 66 11/15/2017 3:04 PM EnergyGauge4D USA - v5.1 - Section R405,4,1 Compliant Software Page 5 of 5 FORM R405-2014 FNERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 95 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4 Number of Bedrooms 5. Is this a worst case? 6, Conditioned floor area (ft') 7, Windows— Description a. U-Factor: Dbl, U=0,34 SHGC: SHGC=0,30 b, U-Factor: N/A SHGC: c, U-Factor: N/A SHGC: cl. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c, other (see details) 4613 EUREKA LANE, , FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=1 3,0 1314.00 ft' b. Concrete Block - Int Insul, Exterior R=7,0 793.33 112 1 c. Frame - Wood. Adjacent R=1 3,0 270,67 ft2 3 d. N/A R= 112 10. Ceiling Types Insulation Area No a, Under Attic (Vented) R=38.0 1115,00 ft' 1698 b. N/A R= ft2 c, N/A R= ft2 Area 11, Ducts R ft2 241 17 ft2 a Sup: Attic, Reti Attic, AR Main 6 338.8 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a Central Unit 28.6 SEER:14.00 a 1.387 ft. 0300 Insulation Area R=0,0 637,00 ft2 R=19 0 446,00 ft' R= 83,00 ft' 13, Heating systems a. Electric Heat Pump 14, Hot water systems a. Electric b. Conservation features None 15 Credits 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 c,om'pl1Ant features. Builder Signature: t Date- Address of New He City/FL Zip: 2 k6tu/hr Efficiency 2&6 HSPF:820 Cap: 40 gallons EF, 0,94 Pstat 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. 11/15/2017 3:04 PM EnergyGaugeH' USA - v5 1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Project Name: Lot4lReganPointe7499BNE Builder Name: DAVID WEEKLEY Street: 4613 EUREKA LANE Permit Office: City, State. Zip: FL , Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford CRITERIA CHECKCOMPONENT Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed, Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door fames and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier, Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed selparating them from the showers and tubs, Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have qasketed doors 11/15/2017 3:01 PM EnergyGauge ®r, USA - v5,1 -section R405,4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinci Performance and Prescriptive Methods ADDRESS: 4613 EUREKA LANE Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 13 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402,4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1,1 and R402.4.1 2 The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402,41.11 Installation. The components of the building thermal envelope as listed in Table R402.4,1,1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1,1, as applicable to the method of construction. VVIhere required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g). or (h or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official, Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open, 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage.VVindows, skylightsrnandslidingglassdoorsshallhaveanairinfiltrationrateofnomorethan 0.3 cf per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/VVDMA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTIVI E 283 at a 1,57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 13 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 13 R403A .3 Heat pump supplementary heat (Mandatory), Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 13 R403.2.2 Sealing (Mandatory Ali ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pan across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer'-, air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/15/2017 3:00 PIVI EnergyGauge(k) USA - v5.1 - Section R405,4,1 Compliant Software Page 1 of 3 FORM R405-2014 E) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. El R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55,-F (13'C) shall be insulated to a minimum of R-3.. R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 13 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '12 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, R403.4A Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.4,4.1.2 Shut down, A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off, 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1, R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1. Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 11 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems, R403.6,1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6. or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/15/2017 100 PM EnergyGaUge(R) USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 I r "loll 0viA011OilI 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data. the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and rnulti-family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R4016AZ1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403,6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403,6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6. 1 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas, 2. A variable capacity system sized for optimum performance during base load periods is utilized. 13 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403,9,3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14, 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting, R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights- R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy. such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY, Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/15/2017 3:00 PM EnergyGauge(RI, USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 I FORM R405-2014 Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist El A Form R405 report that documents that the Proposed Design complies with Section R405. 3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was Simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (I page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater), 0 Energy Performance Level (EPQ Display Card (one page) 0 Mandatory Requirements(three pages) 302MEMMUMM El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402. 4, 1 . I - one page) 11 A completed Envelope Leakage Test Report(usually one page) 0 If Forin R405 duct leakage type indicates anything other than "default leakage", their a completed Form R405 Duct Leakage Test Report (usually one page) 11/15/2017 3:00:19 PM EnergyGaugeO - USRCSB v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot4l Regan Poi nte7499B N E Builder Name: DAVID WEEKLEY Street: 4613 EUREKA LANE Permit Office: City, State, Zip: I FL , Permit Nurnber: Design Location: FL, Sanford Jurisdiction: 691000 Cond, Floor Area:: 1698 sq,ft. Cond,Volume: 15452 cuft, Envelope Leakage Test Results Regression Data: a] Single or Multi Point Test Data HOUSE PRESSURE A* 119EM MW FLOW: EqLA: ACH: M ACH(50) *: For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project, R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w,g, (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489,1 05(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402-,11.2. SIGNATURE: PRINTED NAME- Y-Pka--X4AJIVC DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. 11/15/2017 3:04 PM EnergyGauge®R USA - v5,1 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR manual S Compliance Report DEL AIR HEATING &AIR CONDITIONING For: DAV|DVVEEKLEY 4613 EUREKA LANE, SANFORD, FL Outdoor design DB, 82,4,F Sensible gain: 21435 Btuh Outdoor design VVB: 76.3~F Latent Jan: 3890 Btuh Indoor design D8: 75 O,F Total gain" 25324 Btuh Indoor RH: 50% Estimated airflow: 853 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Mode: CH14NB0300000AO+FB4CNP038L Actual airflow: 953 cfm Sensible capacity: 22013 Btuh 10394 of load Latent capacity: 4710 Btuh 12196 of load Total capacity: 26723 Btuh 106% of load SHR 82% Design Conditions Outdoor design DB: 41.9"F Heat loss: 20202 Btuh Indoor design DB: 70.0'F Job: r4oensAGAmpo/wTsx— Date: 01 3,17 By: BENTLEY Entering coil DB: 78]"F Entering coil VVB: 831^F Entering coil DB: 696'F Manufacturer's Performance Data atActuaUDesign Conditions Equipment type: 3plitASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow, 953 cfm Output capacity: 27688 Btuh 137% of load Capacity balance: 33 "F Supplemental heat required: O Btuh Economic balance: -99 °F Backup equipment type Becsthp Manufacturer: Mode: Actual airflow: 853 cfm Output capacity: 5,2 kW 87% of load Temp. rise: 50 'F Meets are all requirements ofACCAManual S. on/an~' n,^sr,v 7 m«' n u"/ww2onuv,z3nsuaou p*' X ' 'n p" pm"wrwmuw mwuovaopmn,o74v wws.mp cuc~mJo House faces we 4 DEL -A Component Constructions 0NATING, AIR CONOMONING Entire House DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone. 407-831-2665 For: DAVID VVEEKLEY 4613 EUREKA LANE, SANFORD, FL Job: 7499 REAGAN POINTE 3... Date: 0U317 By: BENTLEY Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD ('F) 28 17 Latitude: 28'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 4&6 Dry bulb ('F) 42 92 Infiltration: Daily range (T) - 17 M Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15,0 T5 Fireplaces 0 Construction descriptions Cr Area U-value Insul R Htg HTM Loss CIg HTM Gain ft, F ft'-'F BhJ, Btuhtftl 8W h Bin n!ft' Binh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 149 0,091 110 2.56 381 2.32 345 fnsh, 2"x4" wood frm. 16" Q.C, stud se 434 0,091 13,0 2.56 1109 2.32 1004 sw 160 0,091 13,0 2.56 408 232 369 nw 434 0.091 13.0 2,56 1109 2.32 1004 all 1176 0M1 13.0 2.56 3006 2.32 2723 13A-3ocs: Blk wall, stucco ext, r-3 ext bid ins, 8" thk, 1/2" gypsum ne 175 0167 10 4,69 821 121 563 board i nt ffis h se 200 OA67 10 4.69 940 3,21 644 nw 288 0.167 3.0 4.69 1349 3,21 924 all 663 0.167 10 4,69 3111 3,21 2131 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2'W" 252 0.091 13,0 2.56 644 1,42 356 wood frm. 16" o.c. stud Windows 2X-2ow 2 glazing, cir outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap, ne 31 0340 0 9.55 298 223 696 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium, 13 ft overhang (5,2 ft window ht, 1A ft sep.), 6,67 it head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl fi'm mat, cir low-e innr, 1/4" gap, ne 31 0.340 0 9.55 298 22.3 696 1/8" thk, NFRC rated (SHGC=0,30): 50% drapes, medium, 1.3 ft overhang (5.2 ft window ht, 5.4 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vn1 frm mat, clr low-e innr, 1/4" gap, ne 6 0,340 0 9.55 57 22.3 134 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium, 2 ft overhang (3 ft window ht, 2.2 ft sep.), 6.67 ft head hit 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 114" gap. ne 14 O.340 0 9,55 129 223 301 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium: 2 it overhang (4,5 ft window ht, 1.5 It sep.), 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, se 12 0,340 0 9.55 115 203 248 1/8" thk: NFRC rated (SHGC=0.30) ' 50% drapes, medium; 1.3 ft overhang (4 ft window ht, 1.4 ft sep.): 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 36 0.340 0 9,55 344 22.9 824 1/8*'thk;NFRC rated (SHGC=0.30)150% drapes, medium: 1.3 ft se 24 0,340 0 9-55 229 22.9 550 overhang (6 ft window ht, W67 ft sep.): 6.67 ft head ht all 60 0.340 0 9,55 573 22.9 1374 wrightsoft' Rr,111-Su 2017-Nov-15 14 57 18 te' Universal 2017 17.0,23 RSU24012 Page I IReganPointe7499BNE\L.ot4lReganPointe7499BNE.riAp Calc = NIJ8 House faces NE 2A-2ov: 2 glazing, cir outr, air gas, vnI frm mat, clr low-e innr, 1/4" gap, sw 52 0340 0 9.55 497 21.4 1113 1/8" thk: NFRC rated (SHGC=0.30). 50% drapes, medium, 1.3 ft overhang (5,2 ft window ht, 1,5 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, cir 0LItP air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 12 0,340 0 9.55 115 22.3 268 1/8" thk: NFRC rated (SHGC=0,30): 50% drapes, medium: 1.42 ft overhang (2 ft window ht. 1,33 ft sep.): 6.67 ft head ht 2A-2ov: 2 glazing, cir OLitr, air gas, vni frm mat. clr low-e innr, 1/4" gap. nw 24 0340 0 9.55 229 22.3 535 1/8" thk:NFRC rated (SHGC=0.30)150% drapes, medium: 13 ft overhang (4 ft window ht, 11,67 ft sep.), 6.67 ft head ht Doors 11JO: Door, mtl fbrgi type ne 24 OMO 6.3 16,9 405 18.3 438 11 DO: Door, wd sc type n 18 0,390 0 11.0 196 11.9 212 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1115 0M6 3&0 0.73 814 1.40 1563 gypsum board i nt fnsh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-19 cav ins, amb 83 0.050 MO 1.40 117 0.70 58 ovr 20P-19c: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-19 cav ins, gar ovr 446 0.050 19.0 1.40 626 MO 311 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 85 0.989 0 27.8 2362 0 0 3 0M9 0 27.8 95 0 0 all 88 0,989 0 27.8 2457 0 0 wrightsoft, g,,s,,, 2017-Nov-15 14 57 18 Universal 2017 17,0.23 RSU24012 Page 2 IReganPointe7499BNE\Lot4lReganPointe7499BNE.rup Calc = MJ8 House faces NE Summary Juu' rvyymsAsAmPo|wTEz— 2 m w mm Project Date:m.ua.1r rK, HEATING ^AIR COMMUNING Entire House By: BswTLsv DEL AIR HEATING & AIR CONDITIONING For: DAV|OVVEEKLEY 4613 EUREKA LANE, SANFORD. FL Weather Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 °F ns|gedb 70 "F DeaignTD 28 ~F Structure 17611 Btuh Ducts 2591 Btuh Central vent (Oxfm) O Btuh Humidification O Btuh Piping O Btuh Equipment load 20202 Btuh M1111 Method Construction quality Fireplaces Heatin Coolhl Area 1839 16Q8 Volume 15284 15284 Air 0.50 0,28 Equiv. AVp(chn) 127 GS Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO30000OA0 AHR|ref 8162305 Eff iciency Heating input Heating output Temperature se Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33,F Backup Summer Design Conditions Outside db 92 ,F nsidedb 75 "F Design TO 17 °F Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Structure 17742 Btuh Ducts 3693 Btuh Central vent (Oofn) O Btuh none) Blower O Btuh Use manufacturer's data R 1.00 Equipment sensible load 21435 Btuh Structure 2892 Btuh Ducts 998 Btuh Central vent (0cfm) U Btuh Equipment latent load 3890 Btuh Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cund CH14NBO30000OA0 Coil FB4CNp030L AHR|ref 9162305 82HGPF Eff iciency 11.5EER.14SEER Sensible 21450 Btuh 28600 Btuh@ 47°F Latent cooling 7150 Btuh 27 F Total omdigg 28600 Btuh 853 ofm Actual air flow 953 ufm 0.047 cfm0Btuh Air flow factor U 044 cfm/3tuh 0.40 in H20 Static pressure O 40 in H20 Load sensible heat ratio O 85 Calculations approved byACCA to meet all requirements of Manual J 0h Ed. zo r° ",*`m ,ovwhtsoft, nwm's"^°o"/m*znnn o zonuvowo "= Page , nonmpmomrwwemE\u^wn°om"pmo,e7^onememp C°lc~mJo *,"sefaces. ws DEL -AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 Job: 7499 REAGAN POINTE 34 C1Date: 01MA7 I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Ty Construction U-value Or HTM number (Btuli,ft'-'F) (BtLih,ft2) Heat Cool Entire House 23TO ft 9.1 it 1680.5 ft' Area (ft') Load or perimeter (ft) (Btuh) Gross N/P/S Heat Cool POWDER 16,5 ft 9.3 ft heat,, cool 6,0 X 6,5 ft 39.O ft' Area (Ft') Load or perimeter (ft) (Btuh) Gross N/PiS Heat Cool 6 W. 12C-Osw (1091 ne 2.56 2.32 212 149 381 345 0 0 0 0 2A-2 0,340 ne 9.55 22 31 31 0 298 696 0 0 0 0 2A-2vv 0340 ne 9.55 22.31 31 0 298 696 0 0 0 0 W 13A-3ocs 0,167 ne 4,69 3,21 219 175 821 563 56 50 234 160 11 k--G 2A-2ov 0,340 ne 9,55 22,31 6 0 57 134 6 0 57 134oI---(' 2A-2 v 0.340 ne 9.55 22.31 14 0 129 301 0 0 0 0 L--D lijo0,600 ne 16,86 18,27 24 24 405 438 0 0 0 0 W 12C-Osw 0.091 so 2.56 2.32 446 434 1109 10041 0 0 0 0 L-- G 2A-2.v 0,340 se 9,55 20,651 12 2 115 2481 0 0 0 0 4 13A-3ocs 0,167 se 4.69 3.211 260 200 940 644 60 60 284 194 2A- 2ov 0,340 se 955 22,90 36 0 344 824 0 0 0 0 2A- 2ov 0.340 se 9.55 22.90 24 0 229 550 0 0 0 0 W 12C-Osw 0,091 sw 2.56 2.32 212 160 408 369 0 0 0 0 L- G 2A-2., Or, 340 sw 9,55 21.41 52 6 497 1113 0 0 0 a W 12C-0sw 0,091 nw 2.56 2.32 446 434 1109 1004 0 0 0 0 L- G 2A-2., 0,340 nw 955 22.31 12 0 115 268 0 0 0 0 Wi 13A-3ocs 0,167 nw, 4.69 3,21 312 288 1349 924 37 37 175 120 L- G 2A-2ov 0.340 nw 9.55 22.31 24 0 229 535 0 0 0 0 12C- 0sw 0,091 - 2.56 1,42 270 252 644 356 0 0 0 0 1 1DO 0.390 n 10,96 11.88 18 18 196 212 0 0 0 0 C 16B-38ad O. 026 0.73 1.40 1115 1115 814 1563 0 0 0 0 F 20P-19c 0,050 1A0 0,70 83 83 117 58 0 0 0 0 F 20P-19c 0.050 1,40 0.70 446 446 626 311 0 0 0 0 F 22A-cpl 0,989 27.79 OM 566 85 2362 0 39 17 459 0 F 22A-cpl 0.989 27.79 0,00 20 3 95 0 0 01 0 0 6 c) AED excursion 0 47 Envelope loss/gain 13687 13158 1208 561 12 a) Infiltration 3925 1264 286 92 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 41 920 0 0 Appliances,' other 2400 0 Subtotal ( lines 6 to 13) 17611 17742 1494 653 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 O 0 0 14 Subtotal 17611 17742 1494 653 15 Duct loads I 150/ol 21 '/o 1 2591 3693 10% 10% 149 65 Total room load 2020 21435 16,43 718 Air required ( cfm) 902 53 95378 32 Calculations approved by ACCA to meet _all _re_quirements of Manual J 8th Ed. vvrightsoft 2017- Nov-15 14 57 18 zi- Right- Suited Universal 2017 17.0.23 RSU24012 Page 1 IReganPoiiite7499BNE\L- ot4lReganPoirite7499BNE.rup Calc = MJ8 House faces NE DEL -AIR Right-M) Worksheet Job: 7499 REAGAN POINTE 34 C.- Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 1 1 Room name FAM/DIN/KITCHEN MASTER SUITE 2 Exposed wall 68.5 ft 32, 5 ft 3 Room height 9,3 ft heat/coot 9,0 ft heat/cool 4 Room dimensions 1'0 x 527,0 ft 1'0 x 257,0 ft 5 Room area 527,0 ft' 257,0 ft' Ty Construction U-value Or HTM Area ft') Load Area (ft') Load number (13tUh/fV2F) (Btuh/ft) or perimeter ft) Stull) or perimeter (ft) l3hih) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 ne 2,56 Z 32 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9. 55 22. 31 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9, 55 22,31 0 0 0 0 0 0 0 0 W, 13A-3ocs 0.167 ne 4,69 3,21 163 125 588 403 0 0 0 0 11 O. 340 ne, 9,55 2231 0 0 0 0 0 0 0 0Lt2A-2ov 2A -2o 0,340 ne 9,55 22,31 1 0 129 301 0 0 0 0 D 11j0 0600 he 16.86 1& 27 21 24 405 438 0 0 0 0 V,V 12C-Osw 0,091 se 2.56 2,32 C 0 0 0 131 131 334 302 L--G 2A-2ov 0,340 se, 9,55 20.65 0 0 0 0 0 0 0 0 UV 13A-3ocs 0,167 se 469 3.21 20C 140 657 450 0 0 0 0 2A-2ov 0340 se 9.55 22,90 61 0 344 824 0 S P L—F, 2A-2ov O 340 se 9.55 22,90 24 0 229 550 0 0 0 0 W 12C-Osw 0.091 sw 2.56 2.32 0 0 0 144 92 235 23 L--G 2A-2.v 0.340 sw 9,55 21,41 0 0 0 0 52 6 497 11113 W 12C-Osw 0.091 nw 2,56 2,32 0 0 0 0 18 18 46 42 1-- G 2A-2.v 0,340 nw 9.55 22,31 0 0 0 0 0 0 0 0 WI VIV13A-3ccs 0,167 nw 4.69 3.21 274 250 1175 805 0 0 0 0 2A- 2.v 0.340 nw 9.55 22.31 24 0 229 535 0 0 0 0 12C- Osw 0,091 - 2,56 1,42 270 252 644 356 0 0 0 0 1 1DO O.390 n 10,96 11,88 18 18 196 212 0 0 0 0 C 166-38ad 0,026 0,73 1,40 0 0 0 0 257 257 188 360 F 20P-19c 0.050 1.40 0.70 0 0 0 0 32 32 45 22 F 20P-19c Or 050 1.40 0,70 0 0 0 0 225 225 316 157 F 22A-cpl 0,989 27,79 0,00 527 69 1904 0 0 0 0 0 F 22A-cpl 0,989 27.79 0.00 0 0 0 0 01 0 0 0 6 c) AED excursion 479 380 Envelope loss/gain 6499 4396 1661 2590 12 a) Infiltration 1188 383 545 176 p) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 3 690 1 230 1 Appliances"other ---- 1200 Subtotal ( lines 6 to 13) 7687 6669 2206 J'o 5: 915 Less external load 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7687 6669 2206 3595 15 Duct loads 1 10%1 10%1 769 667 20% 28% 438 1022 Total room load 8456 7336 2644 4617 Air required (cfm) 399 326 125 205 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsoft 2017-N ov-1 5 14 57 18 Right - Suites Universal 2017 17.0,23 RSU24012 Page 2 IReganPoiiite7499BNE\ L,ot4lReganPoirite7499BNE,rup Calc = MJ8 House faces NE MEL-AIR Right-JO Worksheet Entire House Job: 7499 REAGAN POINTE 34 C— Date: 01.03.17 By: BENTLEY DEL AIR HEATING AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone 407-831-2665 1 Room narne UTILITY MASTER C, 2 Exposed wall 14 0 ft 3,5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions T5 x 6,5 ft 6,0 x 3,5 ft 5 Roam area 48,8 ft' 21,0 ft' Ty Construction U-value Or HTM Area ft') Load Area ft') Load number BtuNft1-'F) Btuh/ft') or perimeter ft) Btuh) or perimeter it) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cod 6 12C-Osw 0.091 he 2,56 2,32 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9.55 22.31 0 0 0 0 0 0 0 0 hD 13A-3ocs 0.167 ne 4,69 3,21 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 ne 9,55 22,31 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9,55 22.31 0 0 0 0 0 0 0 0 11JO 0.600 ne 16.86 18,27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.56 2.32 0 0 0 0 32 32 81 73 L--G 2A-2.v 0.340 se 9.55 20,65 0 0 0 0 0 0 0 0 IN 13A-3ocs 0,167 se 4,69 3.21 0 0 0 0 0 01 0 0 1---, 2A-2ov 0,340 se 9.55 22,90 0 0 0 0 0 0 0 0 L--Z 2A-2ov 0,340 se 9.55 22.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2,56 2,32 68 68 73 156 0 0 0 0 1--G 2A-2ov 0,340 sw 9.55 21.41 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 nw 2.56 2.32 59 59 150 135 0 0 0 0 1--G 2A-2.v 0.340 nw 9.55 22,31 0 0 0 0 0 0 0 0 t oc13A-3s 0,167 rev 4,69 121 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 nw 9,55 22.31 0 0 0 0 0 01 0 0 12C-Osw 0,091 2,56 1A2 0 0 0 0 0 0 0 0 1 1DO 0,390 n 10,96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 Q 73 1.40 49 49 36 68 21 21 15 29 F 20P-19c, 0.050 1.40 0.70 26 26 37 18 0 0 0 0 F 20P-19c 0.050 1.40 0,70 23 23 32 16 21 21 30 15 F 22A-cpl 0.989 27,79 0,00 0 0 0 0 0 0 0 0 F 22A-0 0,989 27.79 0.00 0 0 0 0 01 0 0 0 6 c) A ED excursion 72 9 Envelope loss/gain 426 323 125 108 12 a) Infiltration 235 76 59 19 ta Room ventilation 0 0 0 0 13 1 ntemal gains Occupants ca, 230 0 0 01 0 Appliancescother 600 0 Subtotal (lines 6 to 13) 661 998 184 127 ILessexternalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 661 998 184 127 15 Duct loads 20% 28% 131, 284 20% 28% 37 36 Total room load 792 1282 221 163 Air required (cfm) 37 575 10 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvriighis c>ft 2017-Nov-15 14 57:18 Right - Suite) Universal 2017 17,0,23 RSU24012 Page 3 I ReganPointe7499BNE\I-ot4lRegariPointe7499BN E cup Calc = MJ8 House faces RE DEL -AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, Fl, 32771 Phone 407-831-2665 1 2 3 4 5 Room name Exposed wall Room height Room diqlensions Room area Ty Construction U-value Or HTM number (BtuIVft-'F) (13tuh/ft') Heat-- CO-01 MASTER WIC 0 ft 9,0 ft heat,,ccd 6,5 X 9,5 ft 61,8 ft, Area (ft') Load or perimeter (ft) (Btuh) Gross j N/P/S Heat Cool MASTER BAT 11.5 ft 9.0 ft heat' cool 1'0 x 112,8 ft 112.8 ft' Area (ft') Load or perimeter (ft) (Btuh) Gross N/P/S Heat Cool 6 0,091 ne 2,56 2.32 0 0 0 0 0 0 0 0 T 12C-Osw 2A-2ov 0,340 ne 9.55 22.31 0 0 0 0 0 0 0 0 2A-2W 0340 ne 9,55 2231 0 0 0 0 0 0 0 0 Viv 13A-3ocs 0,167 ne 4,69 3.21 0 0 0 0 0 0 0 0 11 r' 2A-2ov 0,340 ne 9.55 22.311E2A-20v 0 0 0 0 0 0 0 0 0.340 ne 955 2231 0 0 0 0 0 0 0 0 D lijo 0.600 ne 1686 18.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2,56 2.d 0 0 0 0 104 92 234 212 L---G 2A-2ov 0.340 se 9.55 20.65 0 0 0 0 12 2 115 248 WEGG 13A-3ocs 0.167 se 4,69 3.21 0 0 0 0 0 0 1 0 0 2A-2ov 0,340 se 9,55 22,90 0 0 0 0 0 0 0 0 2A-2ov 0340 se 9,55 22.90 0 0 0 0 0 0 0 0 w 12C-Osw 0,091 sw 2.56 2.32 0 0 01 0 0 0 0 0 L-G 2A-2o, 0,340 sw 9,55 2lAl 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 nw 2.56 2.32 0 0 0 0 0 0 0 0 L-G 2A-2.v 0,340 nw 9,55 22.31 0 0 0 0 0 0 0 0 W 13A-3ccs 0,167 nvv 4.69 3.21 0 0 0 0 0 0 0 0 L--G 2A-2.v 0.340 nw 9.55 22.31 0 0 0 0 0 12C-Osw 0,091 2.56 1,42I-D 0 0 0 0 0 0 0 0 1 1DO 0,390 n 10,96 11,88 0 0 0 0 0 0 0 0 C 1613-38ad 0,026 0.73 1,40 62 62 45 87 113 113 82 158 F 20P-19c 0,050 lA0 0.70 0 0 0 0 0 0 0 0 F 20P-19c 0,050 1A0 0,70 39 39 55 27 51 51 72 36 F 22A-cpl 0.989 27,79 0.00 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.79 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 ill Envelope loss/gain 100 106 503 765 12 a) Infiltration 0 0 193 62 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 01 0 0 0 Appliances./other 0 0 Subtotal (lines 6 to 13) 100 106 696 827 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 100 106 696 827 15 Ductloads 20% 28% 20 30 20% 28% 138 235 Total room load 120 136 834 1062 Air required (cfm) 6 6 39 47 Calculations approved by ACCA to Meet alll requirements of Manual J 8th Ed. Ightsc),ft 2017-Nov-15 14,57 18 Right-SuiteUniversal 2017 17,0,23Right-Suitor? Page 4 lReganPointe7499BNE\ Lot4lRegariPoirte7499BNE.,,tip Calc = MJ8 House faces NE 4DEL-AIRMS Right-JO Worksheet KUM, AM CORMYMEntire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 Job: 7499 REAGAN POINTE 34 C-, 1 Roont name BATH 2 BR3 2 Exposed wall 55 ft 29.0 ft 3 Room height 9.0 ft heat/cool 9.0 it heat.1cool 4 Room dimensions 8,5 x 5,5 If 1.0 x 1690 ft 5 Room area 46.8 ft' 169,0 ft, Ty Construction U-value Or HTM Area ft') Load Area ft') Load number B tub/ft'--l') (Btuft/ft') or perimeter ft) Btum or perimeter ft) Btuh) Heat Cool Gross N/Pis Heat Cool Gross N/P/S Heat Cool 6 W12C- Osw O.091 ne 2.56 2,32 0 0 0 0 108 77 196 178 2A-2ov 0. 340 ne, 9.55 22.31 0 0 0 0 0 0 0 0 2A-2ov 0. 340 he 9.55 22.31 0 0 0 0 31 0 298 696 WL 13A-3ocs O. 167 ne 4.69 3.21 0 0 0 0 0 0 0 0 1 2A-20V 0,340 ne 9.55 22. 31 0 0 0 0 0 0 0 0 2A-2ov 0, 340 ne 9.55 2231 0 0 0 0 0 0 0 0 D 11jo 0M0 ne 16.86 18,27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2,56 2.32 50 50 127 115, 23 23 58 52 1-G 2A- 2.v 0,340 se 9.55 20,65 0 0 0 0 0 0 01 0 W 11A-3ccs 0,167 se 4,61 1,21 0 1 0 0 0 0 0 0 r--G 2A- 2.v 0,340 se 9.55 22.90 0 0 0 D 0 0 0 0 L --- G 2A- 2ov 0,340 se 9.55 22.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.56 2.32 0 0 0 0 0 0 0 0 L--G 2A- 2.v 0.340 sw 9.55 21.41 0 0 0 0 0 0 0 0 v 12C-Osw 0.091 nw 2.56 2.32 0 01 0 0 131 131 334 302 L---G 2A- 2ov 0,340 nw 9,55 22,31 0 0 0 0 0 0 0 0 W, 13A-3ocs 0.167 nw 4,69 3,21 0 0 0 0 0 0 0 0 L--G 2A- 2ov 0,340 ow 9,55 22.31 0 0 0 0 0 0 0 0 12C-Oa w 0.091 - 2,56 1,42 I-D 000 0 0 0 0 0 11 DO 0, 390 n 10.96 11,88 0 0 0 0 0 0 0 0 C 1613-38ad O. 026 0.73 1.40 47 47 34 66 169 169 123 237 F 20P-19c 0,050 1.40 0,70 0 0 0 0 25 25 35 17 F 20P-19c 0.050 1,40 0.70 0 0 0 0 0 0 0 0 F 22A-crA 0,989 27.79 0.00 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 2T 79 0.00 0 0 0 0 0 0 0 0 6 c) A ED excursion 14 72 F-- Envelope loss/ gain 161 166 1044 1555 12 a) Infiltration 92 30 487 157 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 253 196 1531 1711 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 253 196 1531 1711 15 Duct loads 20% 28% 50 56 20% 28% 304 486 Total room load 303L 252 1835 2198 L Air required ( cfm) 14 11 87 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsc),ft, 2017- Nov-15 14 57 18 Right-Suit&6,, Universal 2017 17.0,23 RSU24012 Page 5 lRegaiiPoirite74996NE\L.at4lRegafiPointe7499F3NE. rup Calc m M,18 House faces NE DEL -AIR Right-JO or et EnVre House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone407-831-2665 1 Room name BR2 LOFT 2 Exposed wall 23 5 ft 26,5 ft 3 Room height 9,0 If heat/cool 9,0 ft heat/cool 4 Room dimensions 11,5 x 12.0 ft 1.0 x 259,5 ft 5 Room area 138,0 ft' 259,5 W Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number ( BtLjWft'-"F) (Btuh/ft') or perimeter (ft) (BtUh) or perimeter (ft) (Btuh) Heat cod Gross N/P/S Heat Cool Gross IN P,,S Heat Cool 16VV12C-Osw 0,091 ne 2.56 2.32 104 72 185 167 0 0 0 0 2A- 2ov 0.340 ne 9.55 22.31 31 0 298 696 0 0 0 0 2A- 2ov 0,340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 W 13A-3ocs 2A- 2.v 0, 167 0, 340 ne ne 4, 69 9. 55 121 2231 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 2A- 2ov O. 340 ne 9.55 22,31 0 0 0 0 0 0 0 0 D 1 1,10 0.600 ne 16.86 18,27 0 0 0 0 0 0 0 0 W12C- Osw 0091 se 2.56 2.32 108 108 276 250 0 0 0 0 L- G 2A-2ov O. 340 se 9.55 20,65 0 0 0 0 0 0 01 0 W 13A-3ocs O. 167 se 4.69 3.21 0 0 0 0 0 0 0 0 L-- G 2A- 2ov 2A- 2ov 0. 340 0. 340 se se 9. 55 9, 55 22. 90 22. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2_56 2.32 0 0 0 0 0 0 0 0 L-- G 2A-2.v 0,340 sw 9.55 21.41 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 nw 2.56 2.32 0 0 0 0 239 2271 579 525 2A- 2.v 0,340 nw 9,55 22. 31 0 0 0 0 12 0 115 268 ryU 13A-3oc;s 0,167 nw 4.69 3.21 0 0 0 0 0 0 0 0 t-- G 2A-2ov 0,340 nw 9.55 22.31 0 0 0 0 0 0 0 0 F R 12C- Osw 0,091 2,56 1,42 0 0 0 0 0 0 0 0 1 IDO 0,390 n 10,96 11,88 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.73 1.40 138 138 101 194 260 260 190 364 F 20P-19c 0,050 1.40 0.70 0 0 0 0 0 0 0 0 F 20P-19c 0,050 1,40 0.70 0 0 0 0 87 87 122 61 F 22A-cpl 0,989 27,79 Q. 00 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.79 0.00 20 3 95 0 0 0 0 0 6 c) AED excursion 4 69 Envelope loss/gain 955 1304 1005 1285 12 a) Infiltration 394 127 445 143 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliancescother 0 0 Subtotal ( lines 6 to 13) 1349 1431 1450 1429 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1349 1431 1450 1429 15 Duct loads 20% 28% 268 407 20% 28% 288 406 Total room load 1617 1837 1738 1835 Air required (cfm) 76 82 82 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights oft 2017-Nov-15 14 57 18 Rjqht- Suites Universal 2017 17,0.23 RSU24012 Page 6 1 ReganPointe7499BNE\1_ot4l ReganPointe7499l3NE.rrrp Calc = MJ8 House faces NE Job: 7499 REAGAN POINTE 3... Duct System Summary MATINGAR , ICONINTICIONG Date: 01.0317 Entire House By: BENTLEY DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 For: DAVID WEEKLEY 4613 EUREKA LANE, SANFORD, FL Heating Cooling External static pressure 0A0 in H20 0.40 in H20 Pressure losses 0.06 in H20 0.06 in H20 Available static pressure 0.34 in H2O 0.34 in H20 Supply / return available pressure 0. 170 / 0.170 in H20 0,170 / 0,170 in H20 Lowest friction rate 0.257 in/ 1 00ft 0,257 in/ 1 00ft Actual air flow 953 cfm 953 cfm Total effective length (TEL) 132 It Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name Btuh) cfm) cfm} F R in) in) Matl Ln (ft) Ln (ft) Trunk BATH 2 h 303 14 11 0.350 4.0 Ox 0 VIFx 12.2 85.0 st2 BR2 c 1837 76 82 0,328 7.0 Ox 0 VIFx 18.6 85,0 st2 BR3 c 2198 87 98 0.318 7.0 Ox 0 VIFx 22,0 85.0 st2 FAM/DIN/KITCHEN h 4228 199 163 0.281 0 OX0 VIFx 25.9 95.0 stl FAM/DIN/KITCHEN-A h 4228 199 163 0.274 0 Ox 0 VIFx 29.0 95,0 SO LOFT h 1738 82 82 0.323 5.O Ox 0 VIFx 20,2 85.0 st2 MASTER BATH c 1062 39 47 0,266 4.0 Ox 0 VIFx 28.0 100.0 st3 MASTER SUITE c 4617 125 205 0.274 8.0 Ox 0 VIFx 241 100.0 st3 MASTER W.C. h 221 10 7 0.271 4,0 Ox 0 VIFx 25,2 100.0 st3 MASTER WIC c 136 6 6 0.268 4.O Ox 0 VIFx 26.7 100,0 st3 POWDER h 1643 78 32 0178 5.0 Ox 0 VIFx 27.3 95.0 stl UTILITY c 1282 37 57 0,257 5.0 Ox 0 VIFx 32.3 100.0 st3 Trunk Htg Clg Design Veloc Diarn H x W Duct Name Type cfm) cfm) F R fpm) in) in) Material Trunk st3 Peak AVF 217 323 0,257 592 10.0 0 x 0 VinlFIx st2 stl Peak AVF 476 358 0.274 607 12.0 0 x 0 VinIFlx st2 Peak AVF 477 595 0.257 557 14,0 0 x 0 VinIFIx 2017-Nov-15 14 57 19 wrightsoft' Rqh,-Suite Universal 2017 17.0.23 RSU24012 Page 1 14CCk ... lReganPoirite7499BNE\Lo(4lReganPoirite7499BNE.rtip Calc=MJ8 House faces NE Grille Htg Cig TEL Design Veloc Diam H x VV Stud/Joist Duct Name Size (in) cfm) cfm) (ft) FIR fpm) in) in) Opening (in) Matl Trunk rbl Ox 0 953 953 0 0 0 0 Ox 0 VlFx wrightsoft" Right -Suite& Unwersal 2017 17,023 RSU24012 ICCK ... lReganPointe7499BNE\Lot4lRegariPointe7499BNE,rup Cale = MJ8 House faces NE 2017-Nov-15 14 57 19 Page 2 of Air Ar /c Av ( -,I f 'or co, r",,," 4 Y PO Box 4478 Apopka, FL 32704 Maml W-1mun ' Em Iv Spegalplunibing.coni LIC# CFC1428683 R "F01,1111RD ('101"F, PLOT PLAN Air LEGAL DESCRIPTION: LOT 41, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW,FEMA,GOV, 4 THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OFt 1 SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007, or - A) CERTIFIEDTO: ol` 42 DAVID WEEKLEY HOMES 4613 EUREKA LANE, SANFORD, FLORIDA 32773 N DELTA = 90'00'00" (P) R 10.00'(P) L = 15.71'(P) CHORD W E N85051'28"E 14A4' (P) S O,* 0, 9. 0 la N Q51 V r5 10. KN q0,1 V V sk 0 46tz, Z> -bo d so z z- XIN '9 0 dq Q) 0z" s so BV, S11 oil, A, fq Z ry 701 1 1 1 1 1 1 Q) 0 . 0, 9, 10, 01, Q11Y, 1 00el In- sri r! 15- 10e, 0 Ok to construct single family hom 0e With setbacks and impervious area 4613 EUREKA LANE 0 09 00 Sanford, FL 32773 -shown on plan. Area Calculations Total Lot Area- 2,319 sq ft (100%) 10 Impervious Area= 1,236 so It (53%) Pervious Area= 1,083 sq ft (47%) Elevations are based on civil grading plans. Lot is Type `B MOD" Grading Plan Graphic Scale 701 2 70' le= ProposedElevationThisisNOTaBoundarySurveyScale: 1"=20' Field —pate: 1 -1-/-15--/2017 Date Completed: 11/15/2017 NOTES- I trarabY cellytowl this Thin -0 (: orrecf to in. [Sc,tLfn,y Knorieffe, cart Bell,,? .. ...... try Id -eyed Drawn BY: D,C, File Number:IS-42215 PP >Abcoing Pnac-,es Deeds i-e NOT theen Res s-Incil far Gaps, 0-1,rin -JI., H,-, trade' my Direction on the Date Sho" n, Dawn on Information forrijahed to Me and/or fa,ra,n- of fre-ol, be Defeat and Contolms 10 the Smadisleen at PlacnIc. to, Lend St —ye, Legend- >lks- eq as. h a hko,rer, A-anad -d B,,,,d,,pun the L,- D-IFal in the State of Florida It, IeCcoryyaxe with Chapter 50-17.052 Florida C Calculated PC Delta of CuUALAnne 6,,rdiq ,onemra-yUnes Adelfirastlall- Codes. PHNF ... 472 27 Florida Statutes. B-Cocenterlinetop Pq Page rFericeOwnershipisNO] diner -led el -"Cry IQ, ncrete C. nere a13yeaPI 'C a I Point of IntersectionRwdCFen-q,, Uod-j—d Ullholl -d/c, Earn- If- NOT ber,o L.-ed UNLESSRstrt CIA -Concrete Nearrepont P, 0 B. - Point of Beginning 0--is oraed Code, concrete P,01. - Point are Title rd, D D.-OptonPPRI -Power Pole S,d- T-ly aod/., DoArnfaad oaa.n--pr--sm,,nd MUST be verifiverified,by art, A, THE DE Drainage E. afoordle PH Permanent Reference 'Pd""nn S"'Iryter pu,po$ e5 oban AIDE see m"Y 1. oh-a companies- b Iran 1,1-ded, coah.in assolter, 'wrf-h-, YwII be atrick K. Irelan sN,,P6 6637 LB 762; Liforl, -Easement Monument U,c, . F.L,M Federal Lorifigency Agency PT Point of Tani r U r,', Sol,, Rek And Will,.., lrob,llty to the Sel-y., Nrah,mg Hc,e,,n h0 be This Survey is intendedI,, Y fpf, use of Said Certified Pauie, E, Management Aiad R Radkia C. I.ed 1-9,ve ANY Right, to A,,ybo,,O0,-h-h.,yCe,afiyd This Survey NOT VALID UK' 3 aqd Embossed Mtn Surveyor's Seal, I-L Lashed Hord LkwatrodRodRadialFrarEndedR&C Reber & Cap POINISOr RTtilf,r to Iron Pipe Hoc Riscosserard DRIVEWAY AND SIDEWALK CROSS EASEMEN S L Length par-c) Rel. Roofed IrAnd & Asso(iates Sunning, Inc. M Determined e Set AS` Holder & Ni Not' & Disk Reba, CadNap p ` LS 7623" 1301 S. InternationalParkwaySuite2001N.R. Non-Rial I YES I fripic., ORS Official Records Book UE Utility Easement Lake Mary, Florida 32746 P B 21 Vidal Water Meter www. irelai)dsurveying.com PPat Book A Delta (Central Alrgici) 0- Wood Pence-0- Chain Link Fence Office-40T6783366 Fax-407.320,8165 Residential Load Demand General Method 1694 square feet X 3VA 5082 VA Small appliance load 3000 VA Laundry 1500 VA total 9582 VA First 3000VA @ 100%----3000 VA Remaining @ 35%--.----2304 VA total 5304 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,574 VA - 240V= 144 amps. 150 amp service Model 7499 Contractor_-___ David Weekley Homes ------ Su bdivi sion-----Reag an's Point_ -- County----- _____Seminole_ City -- ----Sanford Office # 407-933-7771 Alpine, an I Company 2400 Lake Ojangc Di iv Suite 150 Orlando [,1, 32837 00-00,06- 0Ake Florida Fi)ginoeiing Certificate ol'Authorization NUmber 0 278 Florida Certificate Approval P FL 1999ol'Product Page I OF I Document 11): 1 W51`408-7.17061532 11 00 Truss Fabricator Accu-Span Truss Company Job Identification: gy18477-/7499 - B w/ Tray -DAVID WEEKLY Lot 41 Reagan nte%0 4 7' W9 wTr, Pd` 4WjTrussCount: 43 AI-, Modcl Code: Florida Building Code 5th Edition (2014) OR\V Truss, C rjtena: TPI -2007 (STD) 1\ N 41, i I-Ing-eerill-v, soft- 'arc: Alpine Software, Versi on 15.01. A Structural Fngpnecr of Record: The identity of the structural EOR did not exist as of Addiess: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Load- Roof - 37,0 PSF @ 1.25 Duration sealed usimg a Dqttsi Signature. P—ted Copes 11, hOt 8 —st be Floor - 55. 0 PSF @ 1.00 Duration fied -g the o,,psi eleC,mc ve-M Wind - 139 MPH ASCE 7-10 -Closed Notes: 1 1 06 2017 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of truss Design Fliginccl - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lakc Orange Dr, Suite 150 on the individual truss component drawing. Orlando FL, 128,17 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: STRBRIBR- DEFLCAMB-BRCLBSUB-14030EC1-GBLLETIN- Ll __Re_ f__Oesqrip ton Dr win ate 1 32640-- AO1 17310315 11/06/17 2 32641-- AO2 17310316 11/06/17 3 32642-- AO3 17310317 11/06/17 4 32643-- AO4 17310476 11/06/17 5 32644-- AO5 17310481 11/06/17 6 32645-- AO6 17310473 11/06/17 7 32646-- 417 17310489 11/06/17 8 32647-- AO8 17310491 11/06/17 9 32648-- AO9 17310475 11/06/17 1 0 32649--BOl 17310505 11/06/17 11 32650-- BO3 17310504 11/06/17 12 32651-- BO2 17310485 11/06/17 13 32652-- FG1 17310465 11/06/17 14 32653-- FG2 17310321 11/06/17 1 15 32654--FG3 17310482 11/06/17 16 32655- 401 17310319 11/06/17 17 32656- 403 17310479 11/06/17 1 18 32657-404 17310318 11/06/17 19 32658- 4041. 17310487 11/06/17 1 20 32659-408 17310494 11/06/17 21 32660-- FO8A 17310497 11/06/17 22 32661- 40813 17310486 11/06/17 23 32662- 409 17310477 11/06/17 24 32663- 409A 17310484 11/06/17 25 32664- 410 17310492 11/06/17 26 32665- 411 17310496 11/06/17 27 32666- 412 17310495 11/06/17 28 32667- 413 17310493 11/06/17 29 32668-- F14 17310483 11/06/17 30 32669-- EJ2 17310490 11/06/17 31 32670-- EJ7 17310478 11/06/17 32 32671- 4-1713 17310320 11/06/17 33 32672-- EJ7A ---------------- 17310468 I 11/ 06/ 17i e -Drawi Ref Donp! Ling# -Date—' 34 32673-- CJ1 17310471 11/06/17 35 32674-- CJ3 17310470 11/06/17 36 32675-- CJ3A 17310472 11/06/17 37 32676-- CJ3B 17310500 11/06/17 38 32677-- CJ5 17310469 11/06/17 39 32678-- CJ5A 17310498 11/06/17 40 32679-- CJ5B 17310474 11/06/17 41 32680-- HJ2 17310464 11/06/17 42 32681-- HJ7 17310480 11/06/17 43 32682-- HJ7A 17310466 11/06/17 1 7 M THIS DWG PREPARED FROM COMPUTFR INPUT (LOARS & DI MENSI ONS) SUBMI TTFD BY TRUSS WR 18477-/7499 - B vvl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - A01 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 23,35 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5, 0 psf. GCpi (,/-)=O. 18 Wind loads and reactions based on MWITRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MRS loads based on trusses located at least 11.67 ft. from roof edge. 3X4 (Al) =_ ! D A 6 _= 3X4(A1) =_ Im Im 0-4-0 0-8-0 24-0-0 Over 2 Supports R-1043 U-118 W=4" ecwo'"O' " V - 118 W=4" RL=150/-150 h Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15,.1.0 06 1.0 T 1 k/-/2/-/-/R/- Scale =.25"/Ft. NG, READ AND FN LOW ALL WTES ON THIS DRAM UGf 1 WOW AN 1 1.11 IH -1 IG . "I I 1 1- W, F", I rl-as TC _ILL 20.0 PSF REF R408-- 32640 q pp, "1 6 JULL 7.0 PSF DATE 11/06/17 oC, TE v, 't DL 10.0 PSF DRW HCUSR408 17310315 5y, d F h 1 9--1 t'-""d p'-' P, .. #* __ LL 040.0 PSF HC-ENG GA/DF s0RAN FTW COMAkW OT.LD. 37.0 PSF SEQN- 84549 A erek on Me d-1 ng or cover pa" I i sti `2 Thl e drawing, Indlestos acceptance of profwWorgi #Vieeeff.0 rasponsf billty ..1 .1 y for t 05s91 e— The 11it—lity and use of this drawing f,, -y structure Is thBf rcs. i i I i ty of the 1 I i g Devi g-1 oe, 1 P. I 2, /0 NAIL, DUR.FAC. 1.25 FROM RF c d c 0, Et OA ;0 "S I FICMir2 Lic Nffljjber 66648 SPACING 24. 0" JREF- 1W5P408_Z17 11: 06/2017 Value Set: 13B (Effective 6/1/2013) Top chord 2x4SP #2 Dense But chord 2,4 Sp #z Dense Webs zx* sp xs Lumber value set ^13o^ uses design values approved l/ao/zola by ALSc Bottom chord checked for 10.00 psf non -concurrent |iwo load. Deflection meets L/z*o live and u180 total load. creep increase factor for dead !nao is 1no, INN 24' 0'0 Over 2 Supports e~ 988 U~179 w--4^ xL~ 139/-o9 139 ' a2.1o t A c7-m' 'not locatedlocated tm n9'00-t from roof /Sx oxr It, Exp B' wind TC m=v.z psr wind 8C DL=o.o pst GCpi (+/-)=0. m Wind loads and reactions hoxnd on wwroS with additional Cxc member design, In lieu of structural panels use pmd |ru to brace all flat TC @ 24^ Mxs loads based on trusses located at least 11.55 ft. from roof edge. Design Cr|t: FBC2014Res/TPI-2807(3TD) AN rrW COMPANY zo- 4-o u' Q-n K-/ 2/-/-/K/ PSF TC PL 7 0 PSF REF R408- 32h4l DATE 11/06/17 8RW xmnnoxnnooe HC- ENG GA/DF SE0N- 84553 FROM RF JREF- 1W5P408_Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LEADS & DI MENS1 DNS) SUNAl TTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - A03 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: T3 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TIC 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50 3X4(Al) WAM 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GClUi(+/-)=0.18 Wind loads and reactions based on MVJFRS with additional C&C member design. Calculated horizontal deflection is 0.20" due to live load and 0 27" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. M.WFRS loads based on trusses located at least 11,30 ft, from roof edge. 10_ 11-6-0 24-0-0 Over 2 Supports - 0-4-3 A- 7- 20-4 R-984 U-121 W-4" C p e, FQ R-912 U=101 IN-4" RL=108/-115 41t, Design Crit: FBC2014Res/TPI-2007(STD) PDT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.Cif. 6 0 TY. F -/2/-/-/R/- Seale3125"/Ft. WARM NGI READ W FOLLOW ALL WTES ON THIS DRAWINGI ILVIORiANT Mfl AAFr< 11, L 20.0 PSF REF R408-- 32642 TC PL 7.0 PSF DATE 11/06/17 2r, 'D L 10.0 PSF DRW HCUSR408 17310317 66 TA, ILL 0. 0 PSF HC-EN GA/DF AN rrW COMAkW OT,LD. 37.0 PSF SEQN- 517017 A -1 thl S drM pa" I I sti rV thl Crews ng, i dl ..t.. -qt- f P,.f ... 1-1 VI jia ig. I.— Tt,. —It" I y I—d f IhI,i, dr—I,,g f., —y —t pw P_ It ' 19— p- L /TPt 1 2 DUR. FAC. 1, 25 FROM RIF l " y ' UA1 At bi Ityi in. w'11941 ' 440A, (hxig, Dt, Am, I I) lwnftwwo 32X_ r.' -' , — I'll , , ,, , "l— P'' -. -", — fJREF- 1W5P4O8 Z17 H WAx0"S Al 11 11F — t ,, — .. — 11,t — ., , a — I , III ---,-,l)ouI!la HerrTin2LicNUrnber:66()48 SPACING 24.0" THIS DWG PREPARED FROM COIAPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS PATS 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe A04 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense T2 2x4 SP #1 Dense TS 2x6 SP SS Bot chord 2x6 SP #2 B2 2x4 SP #1 Dense Webs 2x4 SP #3 W3 2x4 SP #2 Dense Lumber value set -13B" uses design values approved 1/30/2013 by AIESC 139 mph wend, 22.10 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TIC DL-4 2 psf, wind BC DL-5 0 psf GCpi(-/-)-O 18 Wind loads and reactions based on fIWFRS In lieu of structural panels use purl ins to brace at I flat TC (- 24" OC Deflection meets L1240 live and L/180 total load Creep increase factor fore dead load is 1,50 JT PLATE LATERAL CHORD No S17F SHIFT BITF 91 W4X8 2.75 L 2.50 NOTE, LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" 0 C TAAX INCLUDING A LATERAL BRACE AT CHORD ENDS Special load,, Lumber Dur. Fac. --1 25 / Plate Dur. Fac - 1 25) TC- From 56 plf at -1 33 to 56 plf at 7.00 TC- From 56 plf at 1 00 to b6 pif at 11 00 IC- From 56 plf at 17.00 to 56 pit at 24.00 BC- From 4 fil f at -1 33 to 4 pi IF at 0 00 BC- From 20 pif at 0 00 to 20 plf` at 7.03 BC- From 10 BIT at 7,03 to 10 pit at 7 77 BC- From 20 pif at 7.77 to 20 Ellf at 10.17 BC— From 20 plf at 10.17 to 20 pit at 24.00 IC- 240.39 to Conc. Load at 7 03 BC- 454,27 to Conc load at 7.03 BC- 111-0 88 1 IS Conc. Load at 7.77 Cal cut ated hori zontal deft ecti on I s 0 17" duo to I i ve I oad and 0. 22" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load 2) 2x6x6-7-12 x SP SS scabs at right end Attach one Scat) to each outer face of chord with 0.128"x3" , min- nails S? 8- OC, plus additional nail clusters a 1, BEG.: (4), heel: (8), 1st panel point 4) 2X4 2X4 6 f- 5X6 0-4-3 20-4-0 4 - 7-0-0 4-7-8 24-0-0 Over 2 Supports R=2248 U>.548 6 =4" c' W-AVjx.s FQ R=1486 U-347 -" Nk, ks Design CritFBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 41. 07*. 06 0 T Y.. /-/2/-/-/R/- Scale =. 3125"/Ft, WIRN rice READ AND FOLLOW *TES ON THJS ING1 DRAWI ENIORTMI 10 ALL I All10.11-InAl TIC [LL 20 O PSF REF R408-- 32643 Ly JDL 7.0 PSF DATE 11/06/17 DL 10.0 PSF DRW HCUSR408 17310476 IN . 1 LL O.O PSF HC-ENG KD/WHK Ile, AN rTW COMPANY A OT.LD. 37.O PSF SEON- 851218 A - I this d1-IlQ .1 —1 P.O. 11.1114 thl. dl—imil, Ihdl..,.. ..cpl.-. of pl.f ... 1 —1 —91 t *A bl:: ly :11 11 y f-, t i gl — Th,, —i tbl I I ty -i thl . —1 i,,q r.r ..y N 1%- 4lx} LA, 0-q 1), 1 res;-J bi y "-OVA DUR. FAC. 1-25 FROM RE I , 0- i di m; Dent g—, ANSI N I S— 2 4rda 11 A " fICOA02-,S 'IF — I , 1 erriing Lic NuiTibef:60648 SPACING 24. 0JREF- 1W5P408 Z1711/0612017 TH I S UWG PRF PARED FPO' V CGWPUT I R I NPUT (LOADS & [A 4AINS1 ONS) SUNM TTED BY TRUSS MFR. 18477-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - A05 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT It, EXP 13, wind TC DL=4.2 psf, wind BC DL---5,0 psf. GCpi0/-)=O.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" oc, MWFRS loads based on trusses located at least 11.42 ft, from roof edge. 3X4(A1) =_ 3A4 =_ bAb =_ 3X4(A1) En LOM 0-4-0 y 5-43 10-0-0 -1- 4-0-0 —1- 10-0-0 24-0-0 Over 2 Supports — R-988 U-120 UZI" 0 1111=4" RL=129/-129 V Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.1.0 7.0 6 TY A/-/2/-/-/R/- Scale =.25"/Ft. NARNI NGI — READ AND FOLLOW ALL NOTES ON THIS DRAWfUG r . — I I IMPORTANT" 111.111sh 11— 10 IN L-1111, 111t TC L 20.0 PSF REF R408-- 32644 T TV L 7 O PSF DATE 11/06/17 M, r", I'AT EM -I D L M 0 PSF DRW HtUSR408 173104811 —1, 1-it 1-1 b—, --tt- Pe, o he J1-1 I I all 1-11, "t"', LL 0.0 PSF NC-ENG KM/DF At .1 1. 1 I'll ,I B- 1 11 1 G, -11 1 1, It, It-, AN FrW 00A.M44W CIT. LD, 37.0 PSF SEQN- 516954 A -1 oe thl a d-i ng o,- page I f sTI ftQ thl s drvef rN, i rdi cares acoepttv,c of pr.f-[ —it ..01 AV FROA RFr — 1, — - , wren — — --- y 111 — , * tz DUR.FAC. 1 _j JREF- MP408 s sot of y fortf,e design shown. T,o sW tab I t ty — use of this PTI f. Py structure 'A IF-1 :'F oI , g t , 4" A,, 1—p— b: ty i I, Oesi r per ANSI /TPI I Seu 2 Ofl- io, F1 Al PI % d Flerning Lic NUT _Z17 ber: 0664S SPACING 11; 06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MFNS1 ONS) SUBW TTED BY TRU'SS REP 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - A06 Value Set: 13B (Effective 6/1/2013) - Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 22.35 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT It, EXP B, wind TO DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)--0.18 Wind loads and reactions based on IWNFRS with additional C&C member design. In lieu of structural panels use pur-lins to brace all flat TC @ 24" oc" . MURS loads based on trusses located at least 11.17 ft, from roof edge, 3X4 (Al ) =_ dA0 _= 3X4(A1) =_ P-M 8-0-0 - I - 8-0-0 24-0-0 Over 2 Supports 20-4-0 4-4-3 R=988 U-122 W-4" S rp, Q,J /2 W=4" RL=109/-109 Design Crit: FBC2014Res/TPI-2007(STD) % PLT TYP. Wave FT/RT=O%(O%)/O(0) 15,11 1, 07. 06 0 tTY 1 FA,/-/2/-/-/R/- Scale =.25"/Ft. WARN ING!" READ AND FOLLOW ALL NGIES ON THISS DRANING1 IMPORIANT" 11-IS11 10 TO P-L 20.0 PSF REF R408-- 32645 C DL 7.0 PSF DATE 11/06/17 c-I ____ 047 a DL 10.0 PSF DRW HCUSR408 1731 4 JS 4K, I C L L 0.0 PSF HC-ENG KM/DFA'LPONIE 0 Rk d AN frW COMPAM.... tj 0 ..TOT,LD. 37,0 PSF SEQN- 516958 Ana 1 on thl S d—I ng aI, —or page I I sti N thi S d—I N, I uii cates —p-me of pr.ftw on.1 -Q1 marlg y for t , 9. I. sw t.bl i I ty —d r this d1_1 1IQ for —Y t. NAL1Q.0, I- I O I = mst Pl S_ T. DUR.FALL 1.25 FROM CHzz=li bbli lyy :,,, 't, `0 0", o- tMunnia,0001 11A — 11--, ,,, of — --IT1-1)cIn- ki Fleniin, Lic Number: 66648 SPACING 24.O 1W5P408_Z17 11,06/2017 THIS DWY, PREPARED FROM MAPUTER INPUT (I GADS & DI MFNS1 ONS) SUBVI TTED BY TRUSS MFR 164 1 1 -/ /14V-f - M W/ II dy -UAVt L) WrLrILT -- LUt 41 KedydIl rM f1Ltf - tki-IJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set IUD" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live, and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9,00 ft from roof edge, RISK CAT 11, EXP B, wind T-C DL=4.2 psf, wind BC DL=5.0 psf. GCpi0/-)=O.18 Wind loads and reactions based on MWFRS with additional C&C member deli gn. In lieu of structural panels use purlins to brace all flat TC @ 24" 0C, 4X6 =_ 2X4 M 4X6 =_ 20-4-0 3X4(A1) as ZAL+ III bAb =_ /_ A4 I H 3X4(A1) =_ 0 24-0-0 Over 2 Supports 1p"Inaoft110 R=988 U=224 W=4" 00, 00000 111 W=4*' RL=89/-89 3-413 Design Crit: FBC2014Res/TPI-2007(STD) As PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, 6, y r. FW-/2/-/-/R/- Scale =.25"/Ft. RN NG — READ AND FOLLOW ALL NOTES ON THI S DRAWINGIVW1WTANj '!A -A.1111, lll AII T L 20.0 PSF REF R408-- 32646 d-- IICI 1, IH -I, .-) I- TO L 7-0 PSF DATE 11/06/17 t CC 6-1 Id, ".1 1 x DL 10.0 PSF DRW HCUSR408 17310489 LL O.O PSF HC-ENG KM/DFOR\ y 9 AN MW COMPANY OT.LD. 37.0 PSF SEQN- 513072 A —1 tht. dram 1V —.1 II.fl g 'his 1—t — --- ----- — ------ PM. bi :: ty rf III y for It- design s The sul t.bl I ,d of tNs drawing for y Structure Is t 4ik LA, I Ir- 1), , SW, 110 t III. Building b-,ig— P" msl pl I DUR.FAC. 1.25 FROM CH I COA-0,"S AlII ,I T11 1,-1 .,g ll- Fleming Lic Nunber: 66648SPACING 24.0" JREF- 1V5P408 Z17 j THIS DAIG PRI PARED FROM COMPUTED INPUT (LOADS & DI PAC NSI ONS) SUBMI TTFO BY TRUSS MFR. 18477-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - A08 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load Creep increase factor for dead load is 1.50. MM 9 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4 2 psf, wind BC DL=5 0 psf. GCpi (+/-)=O, 18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" SIC j 0-4-0 3X4 (Al ) =_ " 3A`C =_ OAO =_ ZA4+ 111 3X4 (Al ) =_ 0 "_ 0 6-8-0 —1— 2-8-0 J— 10-8-0 4-0-0 —1 24-0-0 Over 2 Supports R-988 U=224 U4" 4" RL=95/-95 A T I 3-8-3 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RjL2!/(O"/") /0(0) 15. 0Of6TYr. F- -/2/-/-/R/- Scale =. 25"/Ft. WARM NG!— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORT". I,,, S 1—.1 G 10 11 1 1 011.11,01S 1 11 1111 11, 1,11 1 IS'— IS Tr L 2010 PSF REF R408-- 32647 TO PL 7.0 ESE DATE 11/06/17 I - L I., Ill., 1, 1::11 "ZI, '1" I"," b--g -—II[ I pl , J, JFE C D L 10.0 PSF DRW H(,USR408 17310491 1,,* I 14 A,,I A 0 R EL 0.0 PSF HC-ENG KM/DF P ....... TOT. ANFrWCONU&M Q0 C, 1, 1 L.D. veNONN37. 0 PSF SEQN- 516976 IW, d—I g of CNI" 11,1119 111. -pt- f p-f-oofs 1 -9 12 =1 I ItoyHIThetooIIISd, for III', thi t I 1 4) O P_ est gn —I so of soy .1 soss —II,Ig soi bi I i t, f I,o EsW I W rg Rost For MST IIF S_ 2 DUR. FAC. 1.25 25;J: F FROMCH FROMLA, hng, S.Ic 1 ;0 I ('( I A 1 0 -1 8 1- ,, - I ,I, ,, -,, " "I" 111 IIIIA — U-4-1, I III 1 SPACING0, 24O" JREF 1W5P4O8_Z17 Value Set: 13B (sffect|ve6/1Dola) Top chord uw SP #2 Dense :o 2x4 3px1 Dense oot chord zxo Sp m Dense euy 2x4 sp #s Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 39 mph wind, 22.01 ft mmnxgtASCE7'm' C0SEob|dg. Located anywhere in roof, RISK CAT ||' EXP B' wind TC n|~4 2 pof' wind 8C oL~ s o psf. CCp| (+/-)~o, 18 Wind loads and reactions based on mWpnS. Calculated horizontal deflection is o.o^ due /o ||we |nnu and o.lu~ due to dead load. nlieu ofstructural panels use pur||nytobrace all flat Tc@z*^ oc Deflection meets L/ 2*0 live and u180 total load. Creep increase factor for dead load is 1.50, Im A 'L _ 100- F9 AN TW COMPANY Special |nnus 0umucr ovr.Fam~ 1.25 / Plate Dux.Fac.^lxs To' From 56 pif at -1,33 to su p|f at 6.6/ TC- From 56 p|r at u.a/ to 56 p|f- at 11,33 TC- From 56 p|r at 11,33 to So p|r at 13,94 TC' From 28 p|f at 13.94 to 28 p|f at 22.00 TC' From 56 p|f at 22.00 to 56 p|f at 25.33 BC- From * p| f at 'l s3 to « p|r at n 00 BC- From zo p|r at 0.00 to zn p|f at 13.94 BC- From 10 pit at 13,94 to 10 p|f at 24,00 BC- From 4 p|r at 24,00 to 4 p|r at 26,33 TC- 24.19 In cmnc. Load at 13.94'15.94'17.94'19.9* TC- 39,92 In Conc. Load at 21.97 ac' 29 99 | u conc. Load at 13,94' e.Y*' l7.94. 19,9* BC- 70,94 in Conc. Loud at 21,97 a) Continuous lateral restraint equally spaced on member, Bottom chord checked for 10.00 psr non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE q] W1X6 2. 25 L 1 zs m/om ~~'''^ — Z^° m 24-0-3 Over 2 Supports ---- 20'4'0 3X4(Al) ME 2/-/-/R/ 20. 0 PSF kCj UL 7. 0 PSF DL 10,0 PSF LL 0.0 PSF TOT. L . 37. 0 PSF 0UR.FAC. 1. 25 SPACING 24.0^ REF R408— 32648 DATE 11/06/ 17 DRW xoUSnwm na/ cwro HC-ENC KM/ DF 5E0Y- 516972 FROM CH jREF- 1W5P408_Z17 1|mwz n THo[YNG PRFPARED FROM (UAPUTFRINPUT (LOADS &mIALNSIONS) SUWOInmmTRUSS WR Top chord zx^ 3P wz Dense Bot chord 2x4 sp wo Dense mwus 2v4 SP wz Lumber value sot ^1313" uses design values approved //30/20/3 by xL5C Deflection meets U240 live and u180 total load. creep increase factor for dead load is 150, R~590 U~136 w~4^ 139 ol ft mean tASCE /'m. CLOSED b|ag ouutog anywhere '— 'i—nof n/Sx CAT /|. xp u' wind TC o|~4.2 — wind aC DL=o.o psf, sopi(+/')~0.18 Wind loads and raucunna based on MVV*ns with additional uuc member Bottom chord checked for 10.00 psf non -concurrent live load 13-4-0 Over 2 Supports ARNI HIS t READ AW FOLLOW ALL NOTES ON THIS DRAW NG1 AN FTW COMPANY oopr4s\ AS o' 4-U 2/-/-/R/ L 20.0 PSF L 7.0 PSF L 10.0 PSF LL 0.0 PSF TOT. Lo_--37 0PSF DUR.FAC. 1. 25 SPACING 24 D^ Scale ~.5^/Ft REF R408— 32649 DATE 11/06/ 17 DRIN ooUSn4081/310505 HC-EN6 KD/ WHK SEQN- 851179 FROM RE JREF- 1W5P408_I17 mo1/2on THIS DVUS PREPARED FROM COAPUTER INPUT (LOADS & DIMENSIONS} SUP411111D BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - B03 Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SO #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 1) 2x6x6-11-10 x SP SS scab at left end. Attach scab to face of chord jai the 0.128"x3", min, nails @ 8" OC, plus additional nail clusters at: BRG.: (5), heel: (9), 1st panel point: (4). 0-4-3 L 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CA1 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5,0 psf. GCpi(f/-)=O.18 Rind loads and reactions based on MWFRS Calculated horizontal deflection is 0.20" due to live load and 0,27" due to dead load. In lieu of structural panels use purlins to brace all flat TC @, 24" 0c, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1 50, 1) 2x6x6-11-10 x SP SS scab at right end. Attach scab to face of chord withe 0.128"xY, min. nails @ 8" OC, plus additional nail clusters at: BRG,(5), heel(9), 1st panel point: (5). 4X6(R) % 4X6 (R) /// I_ 4-8-0 2-2-0 4-8-0 16-2-0 Over 2 Supports R=1168 U-257 W-4" A60 N Fg AN fTW COMPANY 24(Y,) LA, 0."", Dr, Snit, I tit 0-,I,AL Stt3- HE Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 RARNF NG ' ' READ AND FOLLOW ALL WTES ON THIS D"Wl NGf IMPOREANI— U2- IHIS -ASM, 10 fIll CON—C!("'—UD V, fli — I.SIAk taliIN .1 A) I- —flll, pi,— ""t Al p t 1 IS 11, 1! 11qCr.p p I ..3E i q S-ch this drahid r4 or pa0e I I ti e, th4 ssl ndi -tos ac-ptsho of pmfessl oral -of 11::11y :11, 11 y f-, the —f gh The t tath I ty and use of thil 0-ilg far any It, -turn bi y the 8,A ding DeSi gner per ANSt /TP1 I S— 2 Al 1i 1E xva, A fr. re, to m tN nr 1, —1 o,y .11 A kSAT oeol R=1156 U=254 oe S\ J%S H=H1 WE Y 'i 1AH 0 N ONA-'Nl P,L/-/2/-/-/R/ TCJ LL 20.0 PSF k/C;;' D L 7.O PSF 8% DL 110.0 PSF 4, LL O.O PSF TOT.LD, 37.0 PSF DUR,FAC. 1.25 SPACING 24.0" 2-101-3 0-4-3 I- T- + 20-4 REF R408-- 32650 DATE 11/06/17 DRUB HCUSR408 17310504 HC-ENG KD/WHK SEQN- 851207 FROM RF JREF- 1WSP408—Z17 11 06i2017 THI S DWG PREPARrD FROM COMPUTER I NPUT (I CAPS t DI MFNS1 ONS) SUBMI TTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord2x4 SP #2 Dense aot chord zx« sp wz Dense weuy 2x4 sp #a Lumber value set ^7313^ uses design values approved 1/30/2013 by ALSO See owQ6 A14030ENC101014 u oaucT|m1014 for gable, wind bracing and other requirements. Bottom chord checked for 10.00 paf non -concurrent live load. Je fl mean hgt«SCs 7'm. CL83so b|dg Located anywhere 'msx CAT | | ' xp e' wind Tc oL~^.z po' wind ao m=s.o Fa[ Gnp| (+/-)~o. m Wind loads and reactions based on MVVFRS with additional C&C member design, Truss designed to support 1-0-0 top nonru nuuooxers and cladding |nau not to exceed 5.00 psp one face and 24o^ span opposite face, Top chord must not be cut or notched' unless specified otherwise, Deflection meets L/z*o live and L/loo total load. Creep increase factor for dead load is | 50. 2X4( Al ) =— 2X4(Al) = 13- 4-0 Over Continuous Support x~ 104 PLF U~37 PLr x 13'4'0 nL~ 8/-8 pLr Note: All Plates Are 2X4 Except As Shown. 11 LR l'4-Os1 DQR.FAC. 1.25 SPACING 24. 0^ REF R408— 32651 DATE 11/ 06/17 DRW HCUSR408 / 7310485 HC-[N6 KM/DF SEUN- 516985 FROM RE JREF- 1W5P4O8_ Z17 xm/2nn THI S D*G PREPARED FROM, C04PUTER I NPUT (LOADS & DI MFNSI 0,14S) SUMA TTED BY TRUSS KFR Top chordzx4 SP #2 Dense nmr chord zxo sp #z :az 2x6 sp SS, Webs 2x4 sp #x Lumber value set ^lzB" uses design values approved 1/30/2013 by xLDC Bottom chord checked for )O.no psf non -concurrent live load. Deflection meets L/360 live and //2*0 total load. creep increase factor for ueou load is 1.50. The TC of this truss shall be braced with attached spans at z«^ cc in lieu of structural sheathing. See detail STRBw|Dxlow for bracing and bridging recommendations. Special |onux Lumuer Dur.Fac.~7 om / Plate Dur.Fac.~/.00) Tc- From 100 p|f at 0,00 to low p|f at 12.63 Tc- From sn p|r at 1263 to on p|r at 23.63 BC- From /n p|( at 0.00 to 10 p|r at |z.us BC- From s p|r at 12.63 to s Nr at zlaz PLr- *4,12 in Cone. Load at (12.63n.29), (1*,62.11 29), 16, 63'11,29) (18.63.11.29). (20,63.1129)' (22.63.1120 Truss must be installed as shown with top chord up 3X4 =_ 4X8 =_ 4X4 =_ ""` m `^" = 3X4 m 2X4 N L----- 5-5-12 5-2-0 12-5-12 23- 7-8 Over 4 Supports WARN ING!" READ AND FOLLOW ALL WTES ON THIS DRAONGI TCJ, LL 40-0 PSF REF R408-- 32652 AL' A_\N[E AN rrN COMPANY S, LJREF- lW5P408 Z17 xm/ 2nn THIS DWG PREPARED FROM COMPUTFR INPUT (LOADS & IN MINSI ONS) SUBMITTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - FG2) Value Set 13B (Effective 6/1/2013) Top (,;hard 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP 43 W2, W4 W6 B18 W10, W12, W15, W17, r,42, M3 2x4 SP #2 Dense. Filler 2 6 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our Fac =1 00 / Plate [)or Far -1 00) TC- From 50 pif at -0.17 to 50 pit at 11.93 TC- From 100 pit at 11.93 to 100 pit- at 22.71 BC- From 5 pif at 0.00 to 5 pif at 9.93 BC- From 10 If att 9,93 to 10 plf at 22.83 PLB- From 211 pff al10 54 to 200 pif at 14 71 TC- 620.00 lb Core Load at 22.83 PLT- 200.12 lb Cone Load at ( 1 93,11,29), (3 93,11 29), (S 93,11 29) 7 93,11 29), (9 93,11,29), (11,93,11 29) Truss must be installed as shown with top chord up The IC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2' 0" 0 C MAX INCLUDING A LATERAL BRACE AT CHORD ENDS IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT — 1 - Ot8 3X6 =_ 3X4[51 =_ 3X4 =_ 5X6 =_ 2X4 M 2 COMPLETE TRUSSES REQUIRED Nail Schedul e 0 128"x3", min. nails Top Chords I Row c- 1 00" o c BotChord Row c-11,50" o,c WebsRow a4 - o c USe, equal spesci ng between rows and stagger nails in each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bids, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL-4,2 pssf, wind BC DL -3 0 psf. GCpi (./-) 0 18 Wind loads and reactions based on MWFRS Laterally brace BC at 24" oc in lieu of rigid coiling Laterally brace BC above fi I I er at 24" oc Deflection rneets L/360 I i ve and L/240 total I oad Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE f 41 W3X6 2,75 R 1.25 f 51 W3X4 2,50 R 1.25 6] W3X4 1,50 R 1.25 191 W3X6 S 3 75 L221 W3X6 2,25 L 1.25 25] W3X6 S 3 25 27] W3X6 2,25 R 1.25 30] W4X6 4,25 R 1.75 311 '64X6 1,75 R 1.25 331 W3X4 1.50 R 1.25 361 W3X6 S 4 75 3X6[221 =_ 3X4 =_ 3X6[ 271 2X4 it 4X6[311 =_ 3X4[331 2X4 RI 2X4 M 3X6[191 III 3X6[251 to L:::1 - 11 -8 1 _0t8 L 10- 10- 0 4-2-0 8-1-8 23-1- 8 Over 2 Supports R=1770 U-166 W-6" V,6 3 U=267 W=8" zv, Design Crit: FBC2014Res/TP1-2OO7(STD) Its" Gi PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 151# 1 06"JO. 2 0 *1 -L/-/2/-/-/R/- Scat e 3125"/Ft, E NGI READAWFOLLDNALLROTESONTMSDRAMNGt141-11140, 6,48 T LL 40.0 PSF REF R408-- 32653 n UPORIANT' I UA) DL 10.O PSF DATE 11/06/17 DL 5 O PSF DRVV HCUSR408 17310321 E gE LLO-O PSF HC-ENG GA/DF Lp 0Ilu 1 1, t 1, A-1 I P1 h-1 -q - P, "g, AN fTW COhOIPANY OR TOT.LD. 55.0 PSF SEQN- 543657 A -1 thl s d- ng -r ~ I t Sti rg thl d-1 rV, 5 Idi catts -pt-s of profosc 1 "e, e es ..y -.. t- i. 1: 11::,ty rl 11 y 1— I %,J-1 m, shown. r, XTSI bi I I ty 1 III It thi s drawl q f- *k, nN A DUR.FAC. 1 00 FROM RF bi y i dhi DIsj g- I. I SI 2 /0NA. ALPINE I..... TP, g ."A SPACING 24.0" JREF- 1W5P408 Z17 OA,q a-ag r THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & D1 MFNSI ONS) SUBMITTED BY TRUSS WR 18477-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - FG3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 174 pif at 0.00 to 174 pff at 6.44 BC- From 5 P1 f at 0.00 to 5 pif at 6.44 TC- 204.93 lb Conc. Load at 0,77, 2.65, 4,65 TC- 288.00 lb Conc. Load at 1.67 TC- 222.00 lb Conc. Load at 3,67 TC- 201.00 lb Conc. Load at 5.67 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing, WIND LOAD CASE MODIFIED! 2 COMPLETE TRUSSES REQUIRED Nail Schedule: 0. 128"x3", min. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4 " o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting, 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, 'wind I-C DL=4.2 psf, wind BC DL=3. 0 psf, GCpi (t/-)=O. 18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] 1R3X4 S 1.25 3X4[1] 2X4 11 3X4 3X4 3X8 3X4 2X4 III 2X4 Ifl 1-1-0 9-4-0 —L- 6-5-4 Over 2 Supports R=1267 U=O W=7, 5" R=1211 U-0 W=3. 75" Design Crit: FBC2014Res/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=O%(0%)/O(0) 150 01 T 1 L/-/2/-/-/R/- Scale =.5"/Ft. ARNI Nr READ AND FOLLOW ALL NOTES ON TM S DRAM NGI IMPORTANT*'! U21 Ill 111 1 11 11 1 11, I'll I IS- 1 0, T LL 40,0 PSF REF R408-- 32654 I, -d DL 10.0 PSF DATE 11/06/17 i, I 11 1 1- 11 1 -1 P- * c 4TATE DL5 5,0 PSF DRW HCUSR408 17310482 I-Z t- LL 0.0 PSF HC-ENG KM/WHK 4N TOT.LD. AN FrW COMPANY l 55.0 PSF SEQN- 852954 A j on this d-1 tV or p" I I fl W thl dre.4 no, I ncfi -I.n p,. of p,ofossl t V1 rlaW,rj I -Pon, b the t, gn The —1—tilly r,thl. 1,,9 f., —Y --t— 1.11, ly :11, y k3 P " - ------------ - 0 DUR.FAC. 1.00 FROM RF 00 A, 0—,, D,- Sm, l i0 1, i d4 ng Ono! g-1 P- M51 /I P1 I 2ol:: y awl, 0"I'lido, Ity n, fj r P , a n I 1I "I — d TPI .11 A -,--Dougla tsto Fleming Lie Nu Ter: 66648 SPACING 24. 0" 1 JREF- 1W5P4O8Z17 1 I 06/201 7, THIS MG PREPARED FROM, COMPUTER INPUT (LOADS & CH MP61 ONS) SUBMI TTFD BY TRUSS MFR. 18477-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - F01) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense But chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL LL: 0.56" DL 0,36". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up A- 0-8-0 T 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Rebs are square cut except dbI diagonals or as otherwise shown. Trusses to be spaced at 19.1" oc maximum, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 14" 12-2-8 10-6-0 1X3(R) = 3X10 = 3X6 3X4 =- W=3X4 -= 3X6 = 3X10 = 1X3(R) 0-8-01-4 O F 1+10-0-0 1X3(R) =- ) A IV =— )A4 —= 3A I U —= 4X6 3X6 =- =- 4X6 ai 1X3(R) =- 23-10-8 Over 2 Supports -1 R=1035 V1-7. 25" R=1035 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, slave FT/RT=O%(O%)/O(0) 15. 1.0 i'o T :'92 /-/2/-/-/R/- Scal e 3125"/Ft. kARN I NGI — READ AND FOLLOW ALL NOTES ON THIS DRAWIW IMPORTIT" -RNiL' 'Hf Wl--, 10 CONIk-101sE E f r E 4f 1T LL 40.0 PSF REF R408-- 32655 C iDL 10.0 PSF DATE 11/06/17 V DL 5.0 PSF DRY HCUSR408 17310319 ILL p: 0,0 PSF HC-ENG GA/DF Al OANIrWCOIMPAW 0' OT.LD. 55.0 PSF SEQN- 86282 A .-I thi d1.0 IV —1 P.9. I f tl rg IN dr-1 14, 11di ..t- —.Pt.-. 01 pl.ir—t —I —9j —:-I The ly f 1h, 5 .,..t o f., —Y stespxsEEil "Y r" =y =g i o-, P., t /Ipf I S— 2 DUR.FAC. y------ 1.00 FROM RE 0A 4f "S P, A Tli —1-1)ougla Fleming Lic Number: 66648 SPACING 19 1 JREF- 1W5P408Z17 1 P06111-017 THI S D*G, PPFPARED FROM COMPUTER I NPUT (LOADS, & D1 KNS1 ONS) SUBMI TTF,) BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #z Dense :Tz 4x2 sp m Dense: om chord 1x2 mp #z Dense :B2 4x2 Sp #1 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.~180 / Plate Dur.Fac.~1.00) Tc' From n« p|f at 0.13 to 174 pir at 21.00 BC- From 5 pit' at 0.00 to s p|r at 23,00 Sheathingi required for any longitudinal(drag) rcex All connections to be designed by the building designer. L 1- o-o T 3X4 1X3( R) See mo/ai| sTmm|an101* for bracing and bridging recommendations Deflection estimate assumes composite, action with single layer or the appropriate span rated glue -nailed wood sheathing. Webs are square cut except db| diagonals or as otherwise vnowm Deflection meets L/360 live and L/240 tnm| load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Ir PLATE LATERAL CHORD No s|Zs 3x|pT o|nE L821 w6X8 8 1,50 2X4 to 3X4 =_ W~3X4 =_ 6X8[32] =_ 23- 1-8 Over Continuous Support n~ zzs PLF W~21'2'0 Note. All Plates Are 1X3 Except As Shown. AN MW COMPANY ma! 2oo L o- u'ol-4 10- 0-n lX3( R) TH I S DOG PREPARED L ROM COMPUN R INPUT (LOADS & DI MENSI ONS) SLJBMI TFD BY TRUSS MFR Top chord 4x2 SP #z Dense Bot chord oxo 3p m Dense meuo *xz Sp #3 Lumber value set ''13e" uses design values approved 1/30/2013 by xLSC Deflection meets L/360 live and L/248 total |nod Creep increase factor for dead load is 15o 1X3 0 lX3( R) = 3X1O[ 3] =— 1X3 N 3X6 zxu continuous Sea detail 5Teen|on1014 for bracing and bridging recommendatiuns Deflection estimate assumes composite action with single layer or the appropriate span rated glue -nailed *mou sheathing. webs are square cut except uu| diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT punc LoncnxL cxoeD No S|zs SHIFT BITE 2W3x8 2.75 L 1,25 31 Wxx) o 5.25 L l us i s] Wzxa 4,00 L 1 25 m 1XJ @ 3Xb W(R) V=3X4 = lX3 IV 1X3 0 4X1O 3X6 2X4 0 L o- 8- ol- lO-8- 0 o o ss a^* ss a^m'D = u^o s 3XR[2] 4Xb 3X4 23- 1- 8 Over 2 Supports Aczi A seal on this draWl V or covor pa, I i st I ng t I s drawl mg, t not cates C—pt C ma2nn IH I S D*G PREPARE D FROM COMPUTFR INPUT (LOANS & M MIS IONS) SUBMI IT ED BY r RUSS MFR Top chord 4x2 SPm Dense ont nmnnu *xz sp m Dense Webs 4,2 Sp 113 iwl^ uxz Sp #z Dense: Lumber value set ''1313^ uses design values approved 1/30/2013 by xL6C Special loads Lumber Dur.Fac~l z5 / Plate our.Fmc.~125) Tc' From lmo p|r at 0,12 to 100 p!r at zIoo BC- From 70 plf at 0.00 to 10 p|f at 23.00 TC' 1614.56 |h Conc, Loud at 23.00 T pUns LATERAL CxOxo No SIZE SHIFT e|Ts 51 nzxe 3.75 L 1.25 l] * 3x4 1.25 L 1.25 17] x4x6 1.25 R 1,25 SPECIAL LOADS LUMosn mR,FAC.~l.ou / PLATE DUR.FAC.~1z0) rC From 100 PLF at 0.12 to lOo PLF at 23.00 BC From /u PLF at 0.00 to 10 PEE at 23.00 zmu continuous stronguacx. See detail STR8n|oR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue —nailedwood sheathing, Webs are square cut except dn| diagonals or on otherwise shuwn Deflection meets L/368 ||vo and L/240 total load. Creep increase factor for dead load is 1.50 Truss must be installed as shown with top chord up lz^ 10- 6-0 1-7-8 7X3 0 2X4 0 3X6 L o- 8'o1- 7- 410-o-O yxoLu] ~—'~`'^ — yxm I I D^u =_ 3X8 4X6D7] , D 1X3(R) 3X4[ 1U 23- 1-8 Over 2 Supports ARNI NGI READ AND FOLLOW ALL ES ON TM S D.. NGi IHIS W, PREPARED FROM COMPUTED iNPUT (TOADS & DIMMIONS) SUMITED BY TRUSS MFR Top chord 4x2Sp#2 Dense uot chord 4x2 Sp #z Dense xeoc *vz sp #3 Lumber value yet ''138" uses design values approved //30/2013 by xL6C Hanger Support Required, by others Truss must be innm}|eg as shown with top chord up. 2 8 2X4 N 3X4 3X4 ss 2X4 0 1 - 1 2X4 N lX3(R) L- 1-11-8 --] L--- 5-5-8 Over 2 Supports ---=J e~44/'400 x~xl R~1330 w~n^ Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square out except oN diagonals or as om*nx|se xhmm^. Negative ,:action(s) or '400# MAX. (See be[ ow) from o non -wind |oam case requires uplift connection. Deflection meets L/360 live and LOw} total load, Creep increase factor for dead |vuV is 1 so, 07(STD) ! 1 Oi. i' ' READ AND FOLLOW ALL NOTES DN THIS DRAWINGi FROM RF NIA LA, (4,ng, D,. S.0, I( r 4j JW THIS OWG PREPARFD FROM COAPUTER INPUT (LOADS & DIKAINSIONS) SUM11TTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - F08A Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #1 Dense Got chord 4x2 SP #1 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SO #3 shown. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. TC- From 100 plf at 0.00 to 100 plf at 5,33 BC- From 10 plf at 0,00 to 10 plf at 5.33 TC- 480.00 lb Core. Load at 5,21 3X6 4X6 = 1X3 111 1 X3 III 2X4 1X3( 0 s 0-8-0 A,-10-0-0 4X4 III 4X4 1 X3 III 1X3(R) 1X3 1-11-8 5-5-8 Over 2 Supports vv R-69 PLF W-2-10-0 R=871 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.151.0$ 06 T *4 /-/2/-/-/R/- Scale WARNINGI" READ AND FOLLOW ALL NOTES Old THIS DRAWING! I MPIRTANT 1 1— SH k111 0-1 .1, 10 11 1 11 W1 11, IHI I lSfli i S 9 TOLL 40.0 PSF REF R408-- 32660 C al) L 10.0 PSF DATE 11/06/17 ez. -r sr t 1 1,11,,,, M ,1 .1 -1, -,t I E Oi DL 5.0 PSF DRW HCUSR408 17310497 ALM N j D,— t 1 1— -h-,1 Rlf- 110-z f- P, q ---t , -- -.1 1 1- 11 1 1)1 T-1 1.11 11- , ' I-,- -, ILL PSF HC-ENG KM/DFLIMC: AN rrW COMPANY ...... OT.I-D 505.O PSF SEQN- 516993 A saal ,h this drawl n —or page I I at I n thl a areal ng, I acIl catts accept... of prf*,,I —I "I —I - ---------- Pohs I, I Ty w el forIt desi g, shown. The s,1 tabi 9 { ty and use or tM . or -tN to, any -t... I. SIO N DUR.FAC. 1.00 FROM CH 400 LA, I f,,n,,, D , S.a, i q) i i i g—, oo,- I /Tpi I 2 —p—.: f' 1 d" OTM'&, e! 3`K, — ,,, !, , , --, II (UAaft='R AtNf4F Ap—,-- MI . tp,,,,t I'll .1- lcminL-, Lie Nunibei: 60648 SPACING 24,0" JREF- 1W5P408 Z17 I -L-LL—i 11;06,,2017 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUWTTFD BY TRUSS MFR Top chmu*x2 SP #2 Dense oot chord 4x2 sp #c Dense Webs «xz sp #s Lumber value set ^1313^ uses design values approved //30/2013 by xLSC Deflection meets uzao live and L/240 total load. Creep increase factor for U*ud load is 1.50. Truss must be installed as shown with top chord up. Deflection estimate assumes composite action with single layer mthe appropriate span rated g|me-nailed wood sheathing. Webs are square cut except ub| diagonals or on utm,nw/ma shown. Special loads Lumuer our.Fac.~roo / p|oto mur.mc.~1z0) Tc- From loo pif at 0.00 ,o loo p|r at 5,33 mc' From 10 p|f at 0.00 to 10 p|[ at 5.33 Tc' 270,28 |b cons. Load at 1,53 3X4 2X4 N 1X3 0 1X3 0 1X3(R) u'8-OiW=— T— 10-O-O N2X41X3 0 1X3(R) 1X3 lil o LL-« L,--- l ll-O 5-5-8 Over 2 Supports R=346 UK ALA 9 00/2017 Top chord ^2 SP #2 Dense Bot chord 4x2 m" wz Dense wobo *xz sp wa Lumber value set ^nB" uses design values approved 1/30/20 3 by ^LSC Truss must be installed as shown with top chord up. 3-0-0 14.375^ Deflection estimate assumes composite action with single, layer or the appropriate span rated glue -nailed wood ohootm^g Webs are square cut except du| d|ugnnm|x or as otherwise yxuwn. Deflect/on meets L/360 |iwn and m40 total imm. Creep increase factor for dead load is 1.50. 0-3-0 3X6(R) III 3X4 ss 2X4 0 3X4 sm 1X3 N 1X3(R) ouo '4 9.o 1X3 § 3x4 |W 3x4 3X4 =— 1X3(R) Le-----3-1-0-----) 7-8-4 Over 2 Supports Design Crit: FRC2014Res/TP|'2007(5TD) AN rrW COMPANY ZDL DUR,F&C. 1.00 SPACING 24 0^ REF R408-- 32062 DATE 11/06/17 DRW mmm08173!0477 VC-E@6 KM/WHK 5EON- 852949 FROM RF jREF' 1W5P408_Z17 THIS DAUI PREPARED FRW COAPUTER INPUT (LOADS & DIPAENSIONS) SUBWITTED BY TRUSS MFR. 18477-/7499 - B vvl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - F09A Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set *'13B" uses design values approved 1/30/2013 by ALSO Truss must be installed as shown with top chord up Fasten rated sheathing to one face of this frame. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer, 2X4 M W(R) 1140 0-8-0 4-0 2X4 Ill 1 X3 (R) 7-8-4 Over Continuous Support R-7-8-4R=108 PLF O's Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.. 0 6 TY rh F -/2/-/-/R/- Scale =.5"/Ft. WARM NGI READ AW FELLOW ALL NOTES ON TM S DRAW NGI L 40.0 PSF REF R408-- 32663 V 1 A, ; T T C j)L111, I—— 10.0 PSF DATE 11/06/17 t" --d-At I--E k DL 5.0 ESE DRW HCUSR408 17310484— N [E Fl"'--q 1 . . ..... T Gl- LL O 0 PSF HC-ENG KM/VVHKP0 AN rTW COMPANY 1- 1-ol 1 11' I,, P'l I", OT.LD, 55.O PSF SEQN- 852951 A l-lf ol, thi 9 d—f rV o,' p&" I I st nq thl s d—i P9, i odl -vl -ptaoo. of p,ofessi f "1 -1 nu at y f t NoSt 91 ho-1 e s,i tabi I i ly ad of thl s or I g to aoy ol,t.re tMPMS: ot: ty t s t' DUR. FAIT. 1 F:R::0M1:1R FLA, 0-g, D, Sm, I doofrsp_ bi i t y f loo Bo 1:9 l-iq- -SI/WP9 Sec.2, 00 0da"'i"Ji i I Culk`)'_S 11, I— " q-—, Al 11 11 — 1 -- t, - -11 ,-1 .-- — -""- , -" 1 11 Fleniaw, Lic Numbei 66648 SPACING 24 O" RF_ 1 JREF- 1W5P408_Z17 THIS FAG PREPARED FROM COMPUTER INPUT (LOADS & DI MENS1 ONS) SURVII TTFD BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe, - F10 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense But chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Truss must be installed as shown with top chord up Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 1 2-10-8 - 1 25,75" - 1 2-9-0 1X3(R) =— 3X4 =— 3X4 =— 1X3 ill 0-8-0 1-4 0 10-0-0 1X3 0-8-0 1X3(R) 1X3 3X4 3X4 7-9-4 Over 2 Supports R-387 VV-7. 25" R-124 PLF W-3-8-0 NIS FAs' Design Crit: FBC2014Res/TPI-2007(STD) tPILTTYP. Wave FT/RT=O%(O%)/O(0) 1 5,o 1 06 T -/-/2/-/-/ R/- Scale =.5"/Ft, WARN I NG.1 READ AD FOLLOW ALL WDRAVOTES ONTHiSNO$ TCJ ILL 40,0 PSF REF R408-- 32664 err t A DL 10.0 PSF DATE 11/06/17 11'1 1 A) 1 111, 1, 1-1, 2, DRY HCUSR408 DL5OPSF17310492 12, "1" 1, 1 19 I' ll It D-1 t ,,l 11,11 11,11 J`,,:i",: ", t, I'll, 44 At I d-1 PI LL 0.0 PSF sic-ENG GA/DF z opt 0 PSF SEQN- AN9WCOMPANY ........ve TOT.LD. 55. 84695 A 1 tuts d—t r4 pago I I stt ng thi s l t f SYto t,4 yg, s , sl tab g f thl. d1-1,,g r., ..y s—t— t. tr, I 1- 49) 1 A, 0,,.,,,, 1), S,i,w 1,N) =P--i'bb: :: 'tyy F B'I I msl pl S— DUR.FAC. 1.00 FROM RF 11 P1 N,I ...... 1--, SPACING 24 0" JREF- lW5P408 Z17 OA :4) 17, Hei-nini! Lic NuFnber: 6664, 11, 06/2017 THI S FSkG PREPARM FROM COMPUTER I NPUT (t SASS & DI MINS1 ONO) SUBW TTFD BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord 4x2 5P #2 Dense oot chord 4v2 sp #a Dense Webs 4x2 3p #s Lumber value set ^)a13" uses design values approved 1/30/2013by ALSC Truss must be installed as shown with top chord up. Deflection estimate assumes composite action with single layer of the appropriate span rated glue —nailed wood sheathing. Webs are square cut except db| diagonals or as otherwise shown. Deflection meets L/360 |/vo and u240 mtn| load. Creep increase factor for dead load is 1.50. 1X3 0 1X3(R) ss 3X4 2X4 0 oo-o l o 1X2{R} 3X4 3X4 L= ' 4-7'4 Over 2 Supports 7 Design Cri(: FBC2014Res/TP|-2007(STD) IN,''~^'~~~~'^=^''° 1/moou/7 TILL 40.0 PSF kCIDL 10.0 p5F 84 DL 5.0 P5F LL 0,0 P3F TOT. Lo_--55 0-P5F DUR.FAC. 1.00 SPACING 24.0^ Scale ~.5^/Ft REF R408— 32665 DATE 11/06/17 DRW xonnoa nz`mp^ HC-ENG KD/WHK 5EON- 851203 FROM RE JREF' l'1V5P483_Z17 18477-/7499 - B Nl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - F12 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bet chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set -1313" uses design values approved 1/30/2013 by ALSO Truss must be installed as shown with top chord up - 1X3(R) 3X4 -2X4 M I - 0 1 0 10-0-0 3X4 0-8-0 3X6 mot III- L1u4 HE AN MW COMPANY 34M [ A, ik, Sijk i SO FL ', 2X!- t C R- 186 W-5.5" R=200 THIS EMS PREPARED FROM CL4APUTER INPUT (LOADS A DI ME NSI ONS) WRM1 TTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood Sheathing. Webs are square cut except dbi diagonals or as other :arse Shown J) Hanger Support Required, by others Deflection meets L/360 I i ve and L/240 total I oad Creep Increase factor for dead I oadis 1 50 Design Crit: FBC2014Res/TPI-2007(STD) FT/ RT=O%(O%)/O(0) 15,4' NG READ AND FOLLOW ALL NOTES ON THT S DRUIUm I TANT1O v, Y' "I", P, kt y 910 A10y " I'll", 1.Y f ry N. ...... ... t t, r, this drawl g OT CWaFps" listing this dr&sJoN, lodicatos -Ptsms of profWssjtoo,j *,VjoWWj espan-s b= :ity oi,ty For"t dent On sThe St tibi I I ty and ose of thl S d—o 1,, for —Y o! l 1 ' y oftheBidi Do lg-l per ANSI/ i I S— 2 IT4 A ... y urn. to vmvee :sat'z Ul r5t Lic Number: 66648 1 11 i06,,2017 I.LL/-/2/- /-/ R/ TU LL 40. 0 PSF P kda DL 10.0 PSF 4 Bqf DL 5, 0 PSF v, LL 0. 0 PSF TOT. LD. 55. 0 PSF DUR.FAC, 1. 00 SPACING 24,C)" Scale =.5"/Ft REF _R408-- 32. 666 DATE 11/06/ 17 DRW HCUSR408 17310495 HC-ENG GA/ DF SEQN- 84697 FROM RF jREF- 1'*5P408_ Z17 THIS DAG PREPARED FROkA. COMPUTER INPUT (LOADS & DI MFNSI ONS) SUBMITTED BY TRUSS 1AFR 18477-/7499 - B w/ Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - F13 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense But chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 0-8-0 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19,1" OC maximum. Truss must be installed as shown with top chord up Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W" 10-8-0 Over Continuous Support R-87 PLF W=10-8-0 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O( 0) 1 5 1 . 06 1, OT *1 L/-/2/-/-/R/- Scale 5"/Ft. ARN NG — READ AND FOLLOW ALL WTES ON THIS DRAWING! LLI11111.1- "I "1 10-1—.111 `11 Is 'L 0 40.0 PSF REF R408-- 32667 I A) DL 10 O PSF DATE 11/06/17 DL 5,0 PSF DRW HCUSR408 17310493 11 0A111 1- ---1 LL Al 1_J1 11 11 11, ,1 1— 1 1", 1 I'll - 1 111,-11 t" II, f, 0. 0 PSF HC-ENG KD/WHK AN rrW COMPANY 1. 1,2 t A-1 / I P1 1 11 111 1 9 0 ees TOT.LD. 55.0 PSF SEQN- 851152 A - 1 thl. d-1 r12 —1 0.9. 14 tl 14 thl . dl-i "I Coto. .... pt— r P_f ... 1 —1 Vi —1 Sk I I_ lh d-1 It. b— The It bi 11; 'y' If thl d ... i N f- -y IS h, 0 1.00 4( Xt I A, I nx,g Sit 0 r—p-1 hi I I ty If t i I di DIIi I— NII ANSI /IPI I SI,, 2 DUR.FAC. NFROM RE FL 120- I F- I h—, ,ll 11 z IT- eniing Lic Number 66648 SPACING 19 1" E F -1'vv 5 P M3t4 Zl 11/ 06/2017 THIS DWG PPFPARED FRON, COMPUTFR INPUT (LOADS & DINIENSIONS) SUMOTTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord woSP #2 Dense eot nmuru 4^2 zp #z Dense Webs 4x2 sp #3 Lumber value set ''73B" uses design values approved l/ao/zn/s by ALGC J) Hanger Support Required, by others Deflection meets Uauo live and |/240 total load. creep increase factor for dead load is 1.50. lX3 0 lX3(R) L o-8-0 lX3(R) =_ See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single, layer of the appropriate span rated glue -nailed wood sheathing. euo are square cut except db| diagonals or as otherwise shown. Trusses to be spaced at 19.1^ oc maximum. Truss mum be installed no shown with top chord up. 7^ s-o-o 'o`8 3X4 =_ 1XI jj 04 5'7-4 5-0-12 10-8-0 Over 3 Supports WARNI NG READ AND FOLLOW ALL WTES ON THIS DRAWINGI AN IrW COMPANY 11 0UR.FAC. 1.00 SPAC!NG 19,1^ REF R408— 32668 DATE 11/06/17 DRW HCUSR40817310483 HC-EN8 KM/Df 5EON- 516979 FROM CH JREF- 1W5P408_Z17 umsoo|7 THIS D*G PREPARED FROM. COMPUTER INPUT (I OARS & DI KNSI ONS) SUM TTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - E-12 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 139 mph wind, 20.85 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL--4.2 psf, wind BC DL----S, 0 psf. GCpi (+ /-) -- 0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load Creep increase factor for dead load is 1.50. 6 F— R=24 U=13 T+21-4-11 1 4 3 iN *2 0-4-0 2X4 (Al I - 4 - 0 2-qoveF 3 suppQ(ts R-197 U-45 UZI" RL--47/-21 YYQ #7 V Design Crit: FBC2014Res/TPI-2007(STD) V/ PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 i1. 06 1 OT,.5 -L/-/2/-/-/R/- Scale5"/Ft. WARNING I— READ AND FOLLOW ALL NOTES ON THIS DMWING I WPORTMT .1, 1 . uL I 1 -11 —IWAII, 111E 111- kus g0 T LL 20-0 PSF REF R408-- 32669 n- g r— DL 7,0 PSF DATE 11/06/17 bC 11`11 1 , ITI T, ATE C- F DL 10.0 PSF DRVJ HCUSR408 17310490 1- 1 1 —11 A,,,fy .1Z — 1 - 1 1-1 I'd —1 11 ,, LL 0.0 PSF HC-END KM/DF k- I Pf — e-Y V.- .4* 46:50 N g 1,J 1 1 —Y 1,1I h11 I I I I P I 'r 's tkJ r % AN FrWCOMPANYOT.LD. 37.0 PSF SEQN- 516965 A —1 1,1 dl—i 14 cover p.Q. .11 mp III ..j n, I ndi -1. —.P,.-. ., P-f ..i—I —I X y"'y far ISe,'DUR. FAC. 1.25 FROM CHbi spun tI Id=F I—p.ANSI 2[A, D" I50 I I SPACING 24. 0" JREF- 1WEIP408 Z17 I 1 ('0" -. 6 ALPINE % 11 t1l Dou la F leming [Je Number 66648 1 11 06/201 THIS DWG PREPARED rRom COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HIER Top chord2x4 SP #2 Dense Bat chord zx43P#2Dense Lumber value set ^1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 pmf non -concurrent live load. Provide ( z ) 16d common no||s(0.762''x3.5^). toe nailed at Top chord. Provide ( z ) 16d common nei|s(n.162^x3.5^). toe nailed at But chord. Le 1-4-O=J 7-0-8 Over 3 Supports R-360 U=m W+4^ 139 mph wind, 22.10 ft mean hgA AScs 7-10. CLOSED h|dg' not located mm|n *.yu ft from roof edge, RISK CAT ||. EXP a' wind TIC DL=4.2 psr wind ec oL=s.o ysf. scpi (+/-)~o lm Wind |noda and reactions based on mmpxS with additional c&C member design, Deflection meets L/240 live and L/180tmal |wu. Creep increase factor for dead |vau is 1.50. n~169 U~81 U-8-0 3- n~|z7 T 1_-10'4'0 Design Crit: F8C2014Res/TP!-2007(3TD) PLT TYP Wave WARM NG I READ AND FOLLOW ALL NOTES ON THIS DRAMICH ILL Irc ux0600n 5co|* ~.5^/Ft. REF R408— 32670 DATE 11/06/17 umw HCme0e17310478 HC-E@S GA/DF SE0N- 84591 FROM RF THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chmdzx4 SP #2 Dense Bat chnrdzx4 3P#2Dense wchs 2x4 5p #3 Lumber value set ^l»D" uses design values approved 1/30/2013 by ALDC Deflection meets L/2*0 live and L/180 total load. creep increase factor for dead ivaU is 1.50. Provide ( z ) 16d common nai|s(0,162''x3.5^). toe nailed at Top chord. Provide { z ) 16d common nm|s(0,762''x16^). toe nailed at 8ot chord. 7-0-0 Over 3 Supports n~360 U~103 N=1^ 139 mph wind, 22.10 r, mean hgt. xsCs 7-10' CLOSED b|dg, Located anywhere in roof, x|Sx Qn It, sxP a. wind Tc m-~4.2 ;mf, wind BC DL~s.o psf. GCpi(+/')~0.18 Wind loads and reactions based on 10Mm8. Bottom chord checked for 10.00 psr non -concurrent live load. mwpns loads based on trusses located at least 11.05 ft from roof edge. to 4 COANFEW MPAW umo/2u/r THI S FAG PREPARED FROM. COAPUTER/NPUT (I OADS^mWFIS1 ONS) SUBMI TTFD BY TRUSS MFR 18477-/7499 - B w/ Tray -DAViD WEEKLY -- Lot 41 Reagan Pointe - EJIA Value Set: 13B (Effective 6/1/2013) Top choruax4 SP #2 Dense aot chord zxu sp #z wcus 2x4 Sp vs Lumber value se, ^1313" uses design values approved 1/30/2013 by ALSC 189 mph wind 22.43 ft mean hQt ASCE 7-10' CLOSED bldg. not |ucnt*1 within 4.50 t from roof edge, RISK CAT ||. EXP 8. wind Tc D|~4 o psr' wind BC DL~S o por. GCp| (+/-)~o, 1a J)Hanger Support Required, byothers Deflection meets uz40live and U180 total load. Creep increase factor for dead load is 1.50. Special / ouua Lumber r.Fac.~1zs / Plate oor.roc.~1.25) Tc' From sa off at 0.00 to oa pif at /nn BC- From ln p!f at 0.00 to 10 p|r at 7,00 BC- 113, 48 |b conc. Load at l 09 BC- lop. w |b conc. Load at 3.09 BC- 1155, 93 |b Conc. Load at 5.06 Wind loads and reactions based on MURS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10,00 psf non -concurrent live load T PLATE LATERAL CHORD No S| zs So|pr e|Tc s 4axa S 00 i uJ nox* 2,50 L 1.25 o] 1N3x6 S 3,25 7-0- 0 Over 2 Supports ARI NG READ AND FOLLOW ALL NOTES ON Tf* 5 DRAM NGf AN rrW COMPANY 0 1xm000 Top chord z»* Sp 42 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common na||s(8.162^x3.5^). toe nailed at Top chord. Provide ( z ) 16u common no||s(O.162^x15^)' me my||nu at Bot chord 6 [__ 2X4(A1) 39'— '-tx s7'm'cm ou|`t anywhere in roof, RISK CAT || xp a, winuTc oL~4.2 wind ac m~s. oFmr ocpi(~/-)~0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets uzon live and L/loo total load. creep increase factor for dead load is 1.50. ao-lo' n n~'36 = -- 4ro-o n~9 Rw=ls u~lo ~r o'm' u L= 1- 4-0aJ 1-o- o vmrm n~zul U~r* w~4^ AL=zz m/me ui/ Value Set: 13B (Effective 6/1/2013) Top chord u4SP #2 Dense Lumber value sot ^lao^ oses design values approved 1/30/2013 by ABC Bottom chord checked for 10.00 psrmm'mncurnnt live load. Pmw|da ( Z > }ud common na||s(0,162^x3.5^). toe nailed at Top chord. Provide ( z } 16d common na||s(O.162^n3.5^)' toe nailed at om chord. LIE 1-4'0sj n~222 U~46 U4^ eL~6z/'z3 139 mph wind, 21.10 8 mean hgtASCs 7-10' CLD8so Wug' Located anywhere in roof' e|sx cxT ||' sxp a' mou Tc oL~4z psf, *|nu ec oL~s o psr GCpi(+/')~o.lo Wind loads and reactions based on wWpnS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead |nod is l uU. 21-10- 11 x~sv u~zo o-u- o l R= sO M 1+20- 4-0 o-o' o ATE AbOON9 THIS NWG PREPARED FROM, (TAIPUTFR INPUT (LOADS & DI VENSI ONS) SUWA TTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - CJ3A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al) =_ L- 1-4-0 WJ 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf'. GCpi(+/-)=0,18 Wind loads and reactions based on MRS with additional C&C member design. OR Ai3u = 25 R-18 1 10 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe, nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), too nailed at Bot chord. 21 - 10 -11 2)14-V_O 0-8-0 20-4-0 0-8-0 1-1-1-8 OF747-18 - 01 1,2-0-0 Over" 3 Support _I R-222 U745 W=4" 0100 RL=62/-23 C, Design Crit: Fl3C2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 07.06 T Scale =.5"/Ft. READ AW FOLLOW ALL NOTES 04 T41 S DRAVO Wf 11 A— TC'9 L 20.0 PSF REF R408-- 32675 fA L 7.0 PSF DATE 11/06/17 DL MO PSF DRW HCUSR408 17310472 T' E2111'1"' 'Ill": "t" 11, V n 1. C, c" A ,[ y - t f,,,, ., -,,- 1- "', P, LL 0.0 PSF HC-ENG GA/DF P AN rTW COMPANY OT. L.D. 37.0 PSF SEQN- 84660 A sem iI on this d-1 ng or mver Rag* I I sti nq thi t d-1 h 1 "tes acceptance of pr*1 ei y Tor the desf 9,1 shush. Trig —1 .d ..e f this dr.-g y structure 'h DUR. FAC. 1. 25 FROM RF 4(k I A, 0""' 1), w' LSD yb1::% -I P- hi f the H di i g—, ANst /rP1 S-- 2 Al III NF .11 11 11d,-1, I I I IVVSP408 Z11fIOA902- 1 Fleining Lic Nu bar: 066 8 1 SPACI NG 24. CY jREF I t/06/2017 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - CJ3B Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50 2X4 M R=101 U=35 6 F_ O-IC -3 V2X4-0 R=19 U=O R=113 U=10 RL=43 2X4 (Al ) X4 ill THIS D*G PREPARED FROM, COMPUTER INPUT (10ADS, & DIMFNSIONS) SURIVITTED BY TRUSS MFR. 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TO DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0,18 Wind loads and reactions based on MFIRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load Provide 2 16d common nails(O 162"x3.5"), toe nailed at Top chord. Provide 2 16d common nails(0.162"x3,5"), toe nailed at But chord. 0_2 1-10-11 21-4-0 20-4-4 1-11-8 0 Design Crit: FBC2014Res/TPI-2007(STD) PILT TYP. Wave FT/RT=0%(O%)/0(0) 15, 1, 0J.. 06 0 /-/2/-/-/R/- Scale =.5"/Ft. WARNING! " READ AND FOLLOW ALL NOTES ON TM S DRAW1 NM IMPORTANT S 1 .11 G11 .11 i .1 1 S I TC W-L 20.0 PSF REF R408-- 32676 jrA 7.0 PSF DATE 11/06/17t I'A F k1j r jDL Al I,— P-p",;, 't—h- PBQ! DL MO PSF DRW HCUSR408 17310500P' p—, . .... . G,,,,, I vyqS ILL 0.0 PSF HC-ENG KD/WHK21, - P VOR', iOT LD 37.0 PSF SEON- 851191ANfrWCOMANNY ........ !;:t"V0A -1 on this d—itV or ps I I stl ni; thl s drawing. hdl t,stas o—aptsme of professi 1 .,Vl -1 -0 A f deily _1 .1 y f., the s, h i f 'y -4 of chi S f.' -y -t-- I " IBS NA1_ 25 s DUR.FAC. 1 FROM RE4()() L,k, 0—g, Dr.. Sim, t SO ropy-i b: of the 8,a I di no Deli "S' /P: t1b - 4 L 0 )A =0 M J)", L, 1, CIT61161 Lic Nunlbei: 06648 1 SPACING 24. 0" JREF- 1W5P408_Z17 11; 06/20 1 THIS DING PR[PARED TROY COMPUIER INPUT (LOADS & DIMENSIONS) SUBIATTED BY TRUSS MFR Top chord 2x4 SPmDense ao, chord 2x4 Sp xz Dense Lumber value set ''138^ uses design vo|ucx approved 7/30/2013 by ALSC Bottom chord chocked for 10.00 psr non -concurrent live load. Provide ( 2 ) 16d common nai|s(O.162''x3.5^). toe nailed at Top chord, Provide ( 2 16d common nails(0,162"x3.5"), toe nailed at Bot chord, 2X4(Al) _= 139 'wind,o m} mean 7'm' c0 ob|'not |locatedw|tm n4.50t from roof edge, |Sx CCAT||sxp x' wind TIC oL~4,2 psf' wind uc m=5.8 psf, GCpi 0/'}~o. l8 Wind |uuus and reactions based on wwrnS with additional C&C member design. Deflection meets uz40live and L//80tota| |mmCreep increase factor for dead load is 1.50, 5-0- 0 Over 3 Supports c5s VIARN I NGi " READ AW FOLLOW ALL NOTES ON THIS DRAINING1 iN DATE 11/ 06/17 AL P 0 N F LL 0.0 PSF HC-ENG KD/DF o Value Set: 13B (Effective 6/1/2013) Top chwdax4 SP #2 Dense aot rxmru 2x4 5p wz mmoa weuu zx« sp *a Lumber value set ''lsD" uses design values approved 1/30/2013 by xLSC Deflection meets L/z*U live and L/180 total load. creep increase factor for dead load is 1.50. L--- 1-4'0s-J 1-11-8 d-ujo 2-8-0 THIS DWG pRFrARmTRW,ouRvmm INPUT (LOADS umIEWoONq SUBLA/nED BYTRUSS mm 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DLL--4.2 psf, Wind loads and reactions based on wwrns with additional c&c member design. Bottom chord checked for 10.00 paf non -concurrent }/vo load. Provide ( z ) 16d common no||s(o.162^x35'')' toe nailed at Top chord Provide ( z ) 16U common nai|s(o.1*2''x3.5^)' toe no||eV at But chord. 5- 0-0 Over 3 Supports iftifteo DATE 11/06/17 Ab A seal ch thl a drawl ng or —er paq. I I all ng thl a drawl ng, I "I cat- accept.e.. f P-f .. 1-1 -91 —f 1/ m000n THIS MG PREPARED FROM, COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 18477-/7499 - B wl Tray -DAVID WEEKLY -- Lot 41 Reagan Pointe - CJ5B Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=189 U=19 RL=74 2X4(A1) =—;2 X 4 1-11-8 d-4j8 2-8-0 5-0-0 Over 3 Supports 139 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4,50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(,/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide 2 16d common nails(0.162"x3.5`), toe nailed at Top chord. Provide 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord 22 - 10-11 T 1-1C-3 21-4-0 R=62 U=O 0-4-4 I ,,YjC, Nanot..: Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0,106 0 1 .1, k/-/2/-/-/R/ Seale5"/Ft. NG1 READ AND FOLLOW ALL _ROTES ON THE S DRA*i TOLL 20,0 PSF REF R408-- 32679— D L 710 PSF DATE 11/06/17 DL E10 0 PSF DRIN HCUSR408 17310474 W, 8*A o Q1 01111R'o '_t _,l App, 't I-0 % :1*1IF, P, LL 0.0 PSF WC-ENG KD/VVHK AtTtr,3 9t ,,,,,"p n,,,, ORk r. I d . . .... ro AN FrW COMPANY OT.LD. 37.0 PSF SEON- 851193 A saal oo this drwainq or COYer page 11sting this drasing, lotficates, acceptance of profs -torel -9t—top ISY t , he des, gn ai,_ The a.1 tab$ I I ty and so of this drawl g for any structure Is th rly - ty r, , Do.igre, par MS;1-1 I So,, 2 1 441, N AL DUR.FAC. 1.25 FROM RF 4F) 1,A, O.Lgc, D,,Su, I (I por. b ty of I, IkIi III "o'sO,", y )(! lLi Flei-ninI-, Lic NuaibeF 6664 SPACING 24 0" JREF- 1WSP408—Zl7 j IHIS DNG PREPARED FROM COMPUTED INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord 2x4SP #2 Dense But chord zx* sp #2 Dense Lumber value set ^no^ uses design values approved 1/30v2013 by ALSz 39 mph wind, 20.84 ft mean »gt xscs 7-10' cmSso u|ug, uzu«eu anywhere I roof. R|Sx CAT /|. ExP 8' vvinu TC DL~4 2 psr' wind Bo DL~5.0 psf. GCpi (+/-)~O, /8 Bottom chord checked for 70.00 psf non -concurrent live load. Provide ( 2 ) 16d common na||s(u.mz^xs.o'')' toe no||eu at Top chord. Provide 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 4.z4 r--- 3pcc|o| loads yomuer mx.Fac.~1.25 / Plate our.mc.~1.25 nC' From o p|f at -1o9 to so plf at MO Tc- From 2 p|r at 0.00 to z p|f at 2./7 BC- From n p|r at -1 89 to v p|r at 0.00 BC- From z p|r at 0,00 to z p|f at 2.77 rC- ' 2/,94 |b Conc. bmu at 1,41 BC- 17,06 |u Conc. Lnuu at 1,41 Wind loads and reactions based on MURS. Deflection meets L/240 |iwu and L/180 total load. Creep increase factor for dead load is 1.50. rl' s J 4b: 54N 'M P-' 1, 1 T. 1, 11 "q I lx 0/ 0 muz n TMS DWC, PREPARED FROM CUAPUTER INPUT (tOADS & OISIENSIONS) SUWATrFD BY TRUSS MFR Top chordzx4 SP #2 Dense eot oxon1 2x4 SP ez ou^so Webs zx* Sp #3 Lumber value sot ^13e" uses design values approved 1/30/20/3 by x/sc 139 mph wind 22,09 rt mean hgt wSCE 7'10' ' CLOSED b|dg not located within /n 4 6o t from roof edge' |Sx CAT It, sxP B' windTC DL~42 psf, wind BC 0L~6.0 psr. GCp| (+/-)~o lu Wind loads and reactions Lued on wwmL Deflection meets L/240 live and L/780 total load. Creep increase factor for dead |onu is 1.50. 8- 4-3 Special loads Lumbor our.Fac.~1.25 / Plate our.pac.~125 Tc- From o p|r at 'rov to ss pif at 0.00 TC- From z pit at 0.00 to z pit at 9,84 BC- From o p|f at -) a9 to p|r at o oo m:' From a p|f at o mo to z pit at 9.84 Tc- - 21.94 |u cmz. Load at 141 Tc' 117,/ 4 In Cone. Load at 4,24 nC' 231vz | b Core, Load at /o/ BC- 17.06 In Conc. Load at 1.41 BC- 100.08 lb Cone. Load at 4,24 BC- 177.41 | u Conc. Luau at /.o/ Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( z ) 16d common rm/|o(n./ao^xa.s^)' toe uc||ed at Top chord. Provide ( 3 ) 16] common on|is(0.162^x3.5^)' toe nailed at But chord. 9-10-1 Over 3 Supports WARNING!" READ AND FOLLOW ALL NOTES ON THIS ORAWING1 bko N g I T LL 0.0 PSF HC-ENG KD/DF 1/m000/7 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SPm Dense eat chord 2x4 SP *2 Dense Webs 2x4 Jp #z Lumber value set ''1138^ uses design vo|oe» approved //30/2013 by ALSC x/pjack supports 7'0-0 setback ]acks w| th no webs. Provide ( z ) lad common na||s(O. laz'xz.s'')' toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3,5"), too nailed at Bot chord. ux4 N I-_-- 1-10-10 --J This plate works for both joints covered 39'-'-op hgt/-m.c0 ob|-= t anywhere in oofRISK CAT \|' XP B. wind TC Cx~^.z wind BC 0° 5,0 psrGCpi (+/-)~0 m Wind loads and reactions based on WIFIRS. Deflection meets L/240 live and U180 total load. Creep increase - factor for dead load is /50, 1— 9- 10-1 Over 3 Supports g for shy t—t— t 25 FR _ RE -P C 1 0, J OM ma/2on T jie TTT[,M, DF 214, AKIN & MA 0 =ei s AM(ANX 1 H w U" Q/ &I CWTIN mmwaw; MR!, 10 1 A (A B R : Dh 1" NJ' -I h'IMH" 1"" I'l ('i 10 N'- „i P AHACH ./oH 1GcibiHX1C;ijN 6, WHWOK, BwjwK m MR P% RQ'IN B/,(,K DCAINC SF't I CIF DF-ATL cod up, the rn-eferred attocarent met-icids AnKH PRINAKK M WES .11 CK ill - - -------- 0014W.7) NAAS ER 0 Q0 M"UN NAIL" 46 MNNI; o ' ,: S, l fiTNE '- A 1 f h,:- - F Na kammG a many WT- op 110 1'jv Qaluh 1/4 rwdi) 1 45' W- Ah xinh-im KwA ,nu!J h- a I st,pnn q-nwd U-tor, P- Q! 11powqKock in-syn) and 'YOT ty '"n' W, 0- The I of 5trmeiqbocv brupyng deveky WOO shu"W; bint.wo novdaw wsop% Kv' n Uwrg 41 Or, um-uu vo'ww 4n- S np% s or tp*, Knur, syss!prl R? x (- 4 T r a 0 q onr T 0 or layng, rymn t a r P d a n n - c w dpivakq. IS aL W Fh(' cioc, miistr'r< C'nly ijseo no wof 4yslpm Rp:p- w 10- --Anq Kniny, Drawirig ITED) for thp &rOCXq vpMortq CU, ac-i fndiv( ti,c,! tr,sn numpownt 'Rroqway' purtkKurk/ ij recommenbation for a tirosnyclp- to h"4' CCntroL onrasuri P) 005T on Tc a w"n diqt&cuorr cj pcint innaq or, t wpm 0 D Q CV) q s ' K V C, C C' br-nunns," or -pskkwl vhrator rPnMmq Par, h-- of oil Msr w0;' er r" "--rcpO cy thp n4toputno no uni-powc, in S% ov honor, i or adldi i ", i) r-mc, D 1- j, J, wk-- 1c Ics! 1B., POK g D Puw c-, SaFp ; / i"In-mo wx" 7-1 S Fj 1 j NARY Z wo V S 1 PWRAMUK BRID(All' S A 1 1 ACM VA Q 1 LRNA 1 WS TOP, 1 it , —A- A IK0,- 6648- 1T Qrs: 7avj r"-e P v cy',i ATT E: I PS F to -m- B! V - M W ;?/ I I i H u c/ A/ "Ai, f , - , r"" I c ;ki OQV top" AN AN W f Ok-Aw Imsmsuz=0 - D of P-Fe-ik-1 tz' 1=1Nt"t" 'H —p—, s 4ity 'If SE'I", r— t— I- ikItireB,,,Odft pc r AN'-11", AR) FIr, A— yl.- f irgM, MO 63043 " PI 1 L 062017 tamer may sae buR t = to tr a ssc>s to r ompensa t f, for Lhe vertkat defection that resultsis free£ the appWation of loc;ds, i'rovioing camber has the foikowing advantages: 40 Helps to ensure icrvet C cKI clrs and f€gears after dead toads are apptied, k acMErnes drainarde to avoid ponding on flat or low slope roof s, 40 Compensates , or difPerent deftec (lion carat verf qt€cs betw€yen ad)ac:pnt truss>es, INovvtts appearance of gnrcage dwr headers and other long spans that can appear to "sack" Av6d% °dips" in roof ridgethes at the transition from the gabt€> to adjacentent € ear snarl tru.ssc>s, In ac Lordenr e w4h ANSI/If'! 1 tF3e BLAtang I)f>slgr, pr, through the Construction Documents, shall provUe the toc_athin, three tion, and magnitude of aEt toads a ttrib3.,atabEe tc> pc nc inc that May occur due to the desicar, Cif` the roof drainage system The I3uA ng If€.><.>sgner shaft ai.so, peci y any dead Load, €ivcr toad, and in-servicervicc creep deftec-tion criteria for fiat or, [ow-s(ope roof's subject to pondirg e amount of camber is dependent on the truss type, par , WaCh` no appd.IC a tkyL etc oteras More r€>s t-ictive firths For aHowab.e d€ rIeC_ t on and s4nderness ratio Q/D) may he required to help c"ontrrA vibr'a tkorr, low fottowwq takApn arcs pr€avlded as gWdc'tines for hmiting def(ec tion and Estimating camber, Conditions or Ludes may € x€st that retie,+€r e exLeed€rFg these ecomm t ndl t do tl r, to ` t ra_t xbaer€tines may warrant using r i_ Span of Truss (inches) D Depth of Truss at Dr,,41ection Point Onc_kw,,) Recc' a mends Tr~€ ss Def`tec tlon r l i.s LM ! eP(ec" U, cin ! L£s Live- t €7ad NOtat _fear ditched Roof Trus>es 24 I.-/r & Cve>rtic-ai) t /ic Overt caD Ftoor of Roos^-lr-A t tic_ 24 4 /3(E O (ver tica,) /c 4f; (v >r, ti, at) frusse Fiat or Sha€tow Pitched = 4 t /160 (vertical) 1 IR40 Cver k a ) Roof tru`;ses Reo d€>rrtiat F €oar Trusses P4 /:3Oo (vc>r tical) /i'40 Over t"al) CommPrOat Flow Trusses 20 L/AH0 (vertWW) I /240 (ve}rtr€ WD a Sci<ssors Trusses 24J.I`.T" Chc r,zontat) 2c':, (hca>Excarttc;t) Frus,, ly-p2 RectanmEnded & ambe Pitched Trusaeg 110 x I1eMp tion from Actt,fra( Lfpad Load Stoping Parattet l,5 x Vertical Deftea_tion from Chord Trusses !Actuat Dead Load Ftoor Trusses (LI 5 x Deffec_ ion fret, ive Load) k T, c tuck Dead Load nat Roof Trusses (0,25 x Deftec:.-tlon f'rc:,r% Live Load) `. 15 x Dp gn `IEaad Load Ile>f&c thn) Note: T r considerabty o- Ln than I a.v u€An gran fcaacty ACL e rrLs as;s zautra a j . I TAkbT a Fumm ws mwm To At,ECENTRACTORS tWLUUNG THE INSTALLERS. f r cµsr. t ece h fabr tbrg tw u£mrv, #fig Eerrg ,a Fero—g F3 ter t fl6t46 t t lest ten of ECSS fnu'l dbr a C ^*e t S S ty F or tko, y if' ttd S CA7 For 6 P P, Q,tk S Amos t pyrfx these f F t ii. ohoU pr t po ry b i q per Ks twrle % t d otb` fs top F. d shot ha ysr r Ey nt,., brad 1t tturc,7 d bott 54f( — a prGrpe ty atts he'd M,}Ed c Pf y L—t s s oe, f pe Went s o trnbtt f Erac r :atE tl pe'. FSY s ttrs H3, f}7 f33a, fstic b e Appty pt t to sash , of t -al P t— n5 SY.rS.n kiCv2 and ay, Vv .kt l Deta: sfkess noted otko, lisp, R fe t d gs P6GA-Z fox stand d pate po,oloa,s. ALP to €s. ff I W l3a A.Kmg Cos.--ts lo-oop [nc lot:at£ —t be re p—,.Hox Far nny devio ec - AN HWODM€'ANY thr#s dr .fng, any £ p_ tc bated tF..e truss in cnnf oe-ewrzce .It" ANSI/TPI f, or for handling, st`,ipprng. Est Entan -I of m ttrAsea! his. j thk d,.ww towerageR4Jst&gJd^n..b g, &rr atez a<:—Ptaru:e of Prnfesshv mk 13123 Rv,,V- r D—. e'er+srg responsB alty sxstsEy for Ilse descry, 1h-.1 TF.e-4tebwty ..d — of ttds .r . v Suns 2W Fes army s#rue - is the, 1—pab Vty of t'. ttn Per' SI/iPI S Sec? Mwyr enc Ne; y Ss, M6 63Q43 far- .arty bzfur ti n y s IN jab" g& 1,o not Pants and "... .eb s.t— y. K.f'INEr ... o(p bteft. Cora IPZt{kYts'k-a'fFt SBCA uvn'atsz:sKY &'Yry.Or(tY 7C.Cr m. dGc I I (MnOl7 RFF aTc I FC./CAMB 13AT 10/51/ 111, DR C, u1t. CA ,`„ 4 L_ R inFor-cing i his detail ss to be u-se when a ConUnuous La tera, RestrainI, (C, R) s -pf-,cified or) a truss deoign but an atterr)Qtive web reinforcement method s desired, Notes; This aetait is onty appUcabte for changing the specified CLR shown an sinWe pty seated designs to T-rfalnfor-cpment or L reinforecement or scab relnfor(eripnt. A( ternativy, reinforcement spedfied in chart beiuw may be conservative, For minimum atternative reinforcernent, re -run design with appropriate reinforcement type, Web Member Spe€Jfied CLR Aiternative Reiriforecement S i 7. Restrain t T-- or L- Reinf, Scab klpinF, 2x3 or 2x4 I row 2x4 1-2x4 2x3 or, ?x4 P rows 2X6 2-2x4 2x6 I row Px 4 1- PX6 Lx 6 P rows 2X6 2 x 4 2xB 2XG 1 row P rows X6 PX6 I- PX8 2- Rx60K) T reinforcement, I. ---reinforcement, or scab reinforcement to be Same specipa, and grade or better than wpk) mpink)pr UHP-s otherwise on Engineer-s seated desEgri, 00 CentE'r_ SCUb On Widi-_ IFUCe Of web, AprAy (1) scab to each face of I Web. lution T-- k1eirifor( (-rnent or L -- R e i r) Fo r c E, rn (? n t AprAy to either side of web narrow face. Attach with 10d (0,128'xIO%min) rails at 6' o, c. Reinforcing member is a minimum 807 of web member tiangth, oJo R(-inf-or( fmPri t Appty scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'xI0%min) nuits at 6' oc Reinforcing member, is a minimum BOX of web member Length, VARWDCW. VID MD FILLOW AEI, MUTES ON THIS DRBVIW,4 MK) yTMT— FURMSH MIS DRAVOC In ALL CrKrRACTEWS IWA-UDIW, TW INSTNLIFRSS ea, 66- —t— -- y, —ag.,, NpWg, e'-_A.U Q . b'w. Refert' T: and—' g okfLatesteo§U of ECS1 (&AC(M C—p—et Safety InF—ti—, by IMI SBCII.7 f, .4"" pea 1ke' pin, to p—f—ing these f—lk— !-Ws shaft p—We t.,,p—.ry -k'Q per KS Lf Aess nated oth-,0,o, top chard sn&4 V- p-po,&y att-hed stroct-l she,thwQ —d btt shaU rm— , &—q— ty attached maad calWnf L—- tens ofar pe—nent tot'- -st,en,t of sKa" he bracing k- tatied per' BcSI achesB, 87 BIC, opptyabAWypiates to yuf,r a P't—a"""d-1"'-""t""""""',"I"AE Ref tod ..r'g 160A,z fa, stanchpt.te positnao,, Lsk_ of ITV DoRdft Corpanents Group Im. o-R roIt beresp—We For any vialt-n AN fTWCOMPANY dr—Wr, any fag- td thx trfr, conforname ¢ ith ANSI/TPI @ Far tt L Q of t. kg A seta on tt*. tin- — PUW Ustkwj tkis daw*'g, kxA'at— —Pta—e of foofes-A—A 23 R-,p d D,- sp—AAKy ,Aty ran th. d *- 1},. -+ talAtty ..d — of thk, d—.bg S '1 200 a For —y tr—t.— is tt —pon-AMILy f tt. 9,A,*Q BaiQ- per ANSI/TPI I S-2. H..gMs M0 6 iOl 3 F=,v ste tr4s jvb's ge—at rotes page and these " b Sit- W t—Us SBC4, M i 740, PAt)040 tt 'I L E 5_)L TAX E L D, tONA Zt' 11)06/ 20171 -- Rei n4' Or T Reinf, L Rein{,. PSF REF «- L R S u 6,; PSF DATE 10/01/14 PSF DRW(--, SRC;( KUT81014 Psf PSF Go,61,e Stud ReinForcernerit Detait C- F - -7 _.1 ) 140 rnph 'dind SrQepd, 30' Meart Hle;ght, Encloseo, xr)osure 0- 120 irph Wind Speed, 30' Mean Height, Pa,tiaRy Enctosed, Exposure C, Kzt = 100 Or 120 mph Wind Speed, 30' Mean, Heicht, Enc-iosed, Exposure D, Kzt - 1,00 Or, 100 mph A,[nd speeo, 30' Mean Height, Partlaiiy Erictospci, Exposure D, Kzt 1,00 x, BraceBrace W I Q> 2x41 'L Brace A P) 2x4 'L' Brace KK (1) Px6 'L' Brace 0 (,-') 2x6 'L' Brace K U a A verticai spaunci Ispecies Gr Er aces lGroup A Group B Group A Group B Group A Or oup B Group A Group B Group A, Cr "'Up B A------- . ........... . 4T 4' 1- 61 111 P 2' W 2' W e 10, 21 12, IV 13' 4 - 14' G' 91 9. 1 31 iol 6' 2' 6' 7' 81 11 81 51 91 81 iti, G, 12' B' 13, 21 14' 0' 14' 0' F_ Stud 3 1113, 6P' (11 91 81 10, 01 12, 81 13 1 P, 14' D' 14, 0, r I S t nat, r a T 10' 5 ' 'i_ Y 7' 0' T G' 9' 6_10' 0' 1I'_G Y,,'_ 10 _4 V 7, D. 7- 3P, E, 1 1 7. 9'10.- 10' 3' 13, G, IT 6' 4' 0' 14 G' S p #P 4' 6' 1 V B' 6' 9' 9' 10' 2- ILI' 10. 12' 4' 14' V 14, OX-7 4' G' 51 51 111 71 51 7 10, 11 111 12' 5' 14' 0' 4' G' 51 11 5' 11' 7' 5' 7' 11' 91 B, 10, 11 r III 12 1 51 14' G' Stariclard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6* 10' 3' H, 01 13' 111 14' 01 1 U # 4' 8' 71 Ii, a, 3. 9' 4' 91 91 11, 2, 111 71 14' D 14'_0 14' Or _14-' G'__ S r--T- PF 9' 3' 9171 al 01 ill G* 1_4'_01'_T4' 0' 14'_0'__ 14' 0' F Uri 91 31 91 71 ill 01 Ill (11 14' 0' 14' 0' 14' 0' 14' D' 5' 1 6' 5- 6' 10- 8' 7' 91 ill (11 13 6' 1 14' G' 14' 1 4' 10' V 8' 4' 91 6. 91 10, ill 21 Ill 91 14, 01 14' 0' 14 0' 14' 0' 14' 0- M7 7 # 2 4 871334' 7' 1 91 11 918 1V 14' 0'__ 1 14' 0. 14' 0' 11' 6' 14' W 14' 0' 14' 4' 7 6' 1G' 3 11 1' A D _D F L - ----- S tandard 4'_ 5' __ 67 0' 6' 5' 8, 8, V 6' 12' 7' 13, 51 14' 4' 10, 91 ill 21 12, 91 14' 0' 14, 01 14' 0' 14 W_ 14, G, 14' 0' 14, 0, 3 D'12' 8' 14' D' 1-___1f - - ---- 1 4' Stud 8' 7' 8111' __10 2' __ICY 7' _12' 2'___12' B' 14' 0' -1 _0' _L_L4 0 14' 011 F TQn 4' 7' 1 V 71 12' 2- 14' 0- 14, 01 14' D' 14' 0' x # .... io, io, 12' 5° 1 !2' 11' -14; V 14' F !4' Or I;i 01: 91f. 91 110 4' IQ, 91 12' 2 a14' D'' 14' 0' S P 3 10, 8' 41' 10, 31 4' 10, B, 1p, P, I P, 8, 1D14, 01 i4' 14' 0' tud 0' 7- 4' 2 8. 14' 0' 14' Or 14, 0. 4, 0, 1 _4!_ Standard 41 101 6' 7' sy', About G.ble Truces rertfca ierrgth -y be ne" JkIgor.k X JiaubihJ brae s is used co,ac tIF d g.rai -rare is 6 par 5254ateacherdmo'x web "i re- gth is tot.t te- 24' PxIS DF - L poribetter abg._ Jar rice! sr,th... b,., sgtegoI,ble CLt X in taee above 45 o& V or4 at- pe, pr A Comre,rt d. agonnE atli Imidp.,ot of srtic.€eb Refer to chart abc 11-- - All - F-L- ALL -S - -S AWI IWDRTANT.. FLW44ISH THIS WAWM TD ALL CONTRACTEIRS INCLUDIWS THE WSTALLERS, I t m f.loru.ttrg, P.crcB EY srtp; oIng, and b,-b4 P.f- t. otio, the k*test eckliU, of KS1 (&Adeq, C-porer, Safety IrIn-ttor, by TPI a+ SBCA) Far sof, piao., pro, to lh-e f-ti- Ir.t.R.- haU p-id-mp--y br-ing p- KSI ', Ia.- -ted nth tap top oherd ebi F-e prop-tytt.,rd sw,e.tnihyi rd b.t- 1hait .- . pope,ly tt.rked r4od -kkg. L--a- wr,owr, N,, pe,--t E.ty-i -t-ir,t of I :'F,u N,-br.-q_t.Qed peRCS1_ti_ EG, B7 TIM, Appty PI.1- tetchL"IlNEf4'tj"tDet"S' 'tress rated st"r"'t"VZ IL": IIZRefer p. ftar, 1- spi-, a ckwaab, of Htd RoRd1bg CwVoreots Croup Im, shaft rot be ri-pariatte for any 0- itka AN fW COMPANY Tina d,-one any f.kury to bAd too, t,-s in n-F - - - r with ANSI/TPt 1, - f., haas, i-t.tf.taie L brarkv f t-os- o.a, P.Ge lksUog thk kdo,.t.. .- Pt.- of P-f-bi-t 11723 Rf-p. 0 Of- r respowagAbity scwy for Ow doThe V.9tulty &wd -0 of tkis di -If" SU,I. 200 ionany ertroclur. b. Th. re sty of U. RA4rgIle. per AASI/TPI I S-e. V-Vfa,Id HA,,Na, %,K) 63043 F v in -V-see aiis rb's G*-1 notes page ard t,eze web sites, AL'jNE IXftvcoeU'L SKA, ...,Sbsrotuslry-gl lec, -kc-f-0 fj.... ol W,,6648 Or ar E C rev /z, 're, 0 R" 101hil A L C) Kzt- = 1,0", BrocIng GroupSpecios and Grooies, Group A Spr,r -Pirye - Fir kern Ftr 43 ob- I t.,u 1, 941, i L- _#3 __LS _ w L ---- S node dj Group Ei D., as 4 -L-4- Souihern Pire-. 1E L1.4 Braces anall be SRE eStress i2n ten Bo.rai) d F.F-0, 1.4 SO Pir,, e " e Dloiy lnd.St,a! 55 .1 1 lrtl.stat 4S Str ss 4da ea Ra.'sks "-p Rij valuenay be ugcN mtn, ,at !It Gabe Tr -,Ass De'w[, Notes Wnd Lard deftactbr -t-i- is L/240 Proatle pHWt ccr,nPc,1a>rs for 100 pif ever cc,V_0" (5 psf TC Lead Loan) G.k,ap orlai supports Inod frot, 4' 0' ,,Vaokers with P' G` o- rh.,,g, ptywond o,0,h-Q, attach • 1 • braces with JE'jd (01?8°x3W n) -AS K For (1) 'L' brae space nos at 2' or m. 18' end zones and 4' oc bet.eer zo-,s KFor (?> ' 1' braces. Space narts a' 3• oc i" 18' end zores ct,ai 6' oc bet.pe, acres L'acing .st be r or 80% of web emas, te,igth, Gab(e Verticai Piate Sizes_ veltlr t ear No S,,Ace ess than 4' 0' ?X1 Er-eaterthar, 4 , _V, but 3X4 Mess than IV 81 Grow* rharr 11 6' 4x. t Refer to co- truss desIgn f, o L -P-e splice o d h heat plates. t- t Refer t. The Biicflrq Design- 4o, :.ncktiars not udd,esed by this del-il t TET. LD, 60 PSF4",/,, SPACING24,0' RE_ ASCE 7-10-GAB14030 DA I E 13/01/14 D R'tV G Al 4 030FNC 1010 14, 11 06/2017 L-DL Pt fir" s- t i T- tp'on, ate Airfre noll, ciets t f'or p _:Ze& -,G, c-uca! 0, and heel 0ates verticci plates c-eriap, rase o te th` ,,, covers the tcTcS'ec CT" poed sDln ihe Wno P X4 lfl X 4 or ' Ph+-t spec,t,e,,i on the engreerej tr-uss ecsigr At' cci- P,- 'T' r-fo-_Irg nia,6p, V GC, C 0 mmun 10,'48'x 3%n, halls at 4' o, Piust ,41roitsinthetooa,Ci 60` C,f, chelus ucd C,- L 4' C,c p,s 4) user : its dr, the tor, and bottom e,Nr ds nis deT it o oe.used .,tl the opQram,ate letai, S`F_ iru load A i/- 1,0 Cabe e rietci D,C-gs A'M! 5"51014, Ai,PJ15CS1014, 411015,,51014, AICUO15051,-14, Al,'03005M! 4, 4120°?0051014, A110-301051014, AIA03005IC14 Alit!5ENCIOIL) 14, Al 20.5ENC "Cl 13'! 4, 4140,ENC!01014, A16r151_W,1C`M4, A101015INC10101 4, A20(,,15CNC101014, A,,2C015END!01014, A20015PEMM14, A1153GENC 01C14, A:,2330ENM1014, A14030FNC1010T4, A*16030ENC101011. AIPO'iOFNM 014, AP00'30FTIM01014, SIP0ISENCIOU81S, S' 40115ENCIOCE115, S16015ENC10CW5, 1POIHNC100815, S? 0015CrC'00815, MMOENIC!00, 815, 00815, SPK S' 14r'; r, 0010 Si80' 1,,'- ir_N'_1QG81F5, SW30ENC10, 0815', Sep l-lc ne ! , ii r SPO 3 4 a y. u, c, rDp-rteguLHeumax ", u p 4, le 7, I --WAPM1W3- KAD AND FOLLOW AIL NUTiS IN THIS DRAVIN(i4 001WORTANTWO FURAUSH, THIS DRAWIW, TO ALL CONTRACTaRS INCLUDIMS 1HF INSTALLERS P. ,taE 'qrq .- a-N4 far t fati. 1P. Aoitfn f BCS1 B Aae, C.,axa-t S.flty by T€-1 -d SBCA) Far ssf-, sr-lil- ali t. yalf.',li,ig tle" P""I'.", e P_ai t-o-l'y b_rG pa, K at _t d a--- t_p -1- -1i -d b-to" ha:p-py tl.- Id rV4d cli"Wg -tn- sh-e fl, ps. a- -t,-t Of r, r all o'sc,19 _ t iad pl, BCS1 aet- B3, 37 c-r M, as apoiE-b e Appk/ p otes t, -- 1/Z 16DA-Z stu-, P, t, poalt;- G".,p 1- -t -t-v -- t1s" AN FVP_ ,A PAN" is ca'- G, ."y a, lr faro -OV- t-11.1 i h1, s,-. 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Z LLJ GJ L-J 0 LLJ C) LsJ C) co 0 LLJ LJ L-Li 0 0 Li LLJ ij GO coD 4- Li o 14— Q) t 24' F —16 %r 1 7'10' r T 10,8, 13'4' 24* 1ST FLOO"R TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 1 24' 1 EXPOSURE B 6 16'2' 7'10' Z- I N L-/ i L- \_1 v I I I \ k—1 I— r-"%, I k—) I 3 4-3/16' HEEL BR& 16. OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS By OTHERS UNLESS N07ED ON I AVOUTiI - i I . ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 ANDI All-- FLOOR HANGERS ARE HHUS46 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'- 4 HEIGHT 2) HUS26 12) HHUS46 19'- 8" HEIGHT 1) THA422 8'- 8' HEIGHT I 0- 0- HEIGHT N OTE IT M THE RESPOKSMJTY OF THE BUILD= DES04ER OR ARCHITECT TO PRWDE AN APPROMATE CONNECT04 FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SiOW ON TRUSS ENGWEEINNI3. SPECIAL CONSIDERAMNS FOR MECKAWCAL EOU6VENT AND/ OR PLUIANNG (AND THEM CONNECTONS) W TRUSS SPACE MUST BE DLAGRAMWED BY BUfLDER ON APPROVED TRIM LAYOUT PRIOR TO FABMCAIIM THIS OOMPANY S A TRUW MAMOACTURIDt WHOSE RESPONS0UM ARE LIMITED TO THOSE DESCRIBED, IN WFCA 1- 1225 -DESIGN RESI"60UTIEV. ACCORI rr INSM-015 ANY RESPONSIR[UrIES AND/bA UAWLITY FOR TK CONSCiTON MSM, DRAWINM DOCUMENTS NOAM,10 THE INSTALLAMON AND BRAC94G OF TRUSSES MMUFACTURED BY THIS COMPANY WARNING CONVENTIONAL nt"94c, 1p ACNGIS NOTTHERESPONSOLITYTz=Z" ralw lMANUIFACMANUIFACTUIREIL. PMOMS ERECVr. TRUfSSES ARE CAU" iED TO SM PR%*ESSM& ADWE REGARDNG OMCM04 MACtNC W904 IS &WAYS REOLMED TO PREVWT TOPPL" &W DONI DUMNG ERECIION; AND PERMANENT BRACING WHICH MAY BE REOLMED IN SPECFC APPLICATION& SEE 'GUIDE TO GOOD PRACTICE FOR KANXJNZ WSTALLING, RESTRLNG & SRAQXG OF METAL PLATE COW4ECTED WOCO TRUSSES RECOMMENDATIONS - BC& 2006) FOR F-UPTH:R INFORMAT.ON, TRUSSES SHALL BE INSTALLM 94 A STRA4HT AND PLLIMS POSITON, WHERE NO SIMATHOtO M APPLA10 DAECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED, AS SPECIFIED ON THE ENGWEEM DEALL BE HANDLED WTH REASONABLE CARS DURfNG ERECTON TO T DAMAIGE OR PERSONAL 94JURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES c c F-, q P — AN T -R—tJSS S - C - - - 407-321-1440 386-872- 5098 / 352-557-4901 LONGWWD OR-MOND BEACH/ MASCOYFE DAVID WEEKLEY HOMES NAAE 7499 - B LOT/8LK/ SU8DW I nT 4-1 PFAGAN PONTE SCALE DATE 11-6_ 17 JOCRARWW By F I' H 18477 Permit # # 1 7 4 2 1 t o Project Location Address 4613 Eureka Lane Sanford, FL 32773 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. T_ F Categoryl Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swinging I Plastpro Inc. 8'0 "Non -impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -impact" Glazed FL# 1521127 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Sliding Configuration) Sectional Amarr Dwg' IRC-6016-120-15, 10'Thru FL# 5302A0 Roll Up 16' wide. Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Horizontal Slider Window Casement June 2014 Double Dung _ Fixed Silver Line by Anderson Extruded PVC Picture Window FL# 1491&2 wJNailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 1491&8 Awning — Pass Through -- Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Florida Approval # Description — (including decimal) a 3. Panel Walls Siding James Hardie Building Hardie Plank, Cemplank fiber- FL# 13192.2 R3 Products, Inc. cement lap siding Soffits James Hardie Building HardieSoffit Panels, Cemsoffit FL# 13265.1 R-2 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse B.P.S -Composite --- Panels Other Aluminum Coils, Inc. + Aluminum Soffits FL 12194 R-2 4, Roofina Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R15 laminated, 5-tab and hip/ridge asphalt shingles Underlayments _ Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners— — -- --- — , Nonstructural Metal Roofin Wood Shakes and Shin les Roofing tiles — 1 Roofingi __ -— --- — ---__ --- — ------ InsulationWaterproofin Built up roofing S stem Modified Bitumen Single Ply Roof Systems _ Roofin slate June 2014 Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive - Spray Applied Polyurethane j Roofin E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-213 Off Ridge Vent FL# 16568-R1 V Category / Subcategory Manufacturer Product Florida Approval # Description - - (include decimal) 5. Shutters _ - --- Accordion Bahama_---- Colonial Roll up --- -- - - - Equipment Sky!Whtsral_ i. Structu Components Wood Connectors 1 Anchors _ Truss Plates MiTek MT20 FL# 2197-R5 i Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Bailin ! Coolers/Freezers _ Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof --- (® - - - --- - -- _ Wall Prefab Sheds 8. New Exterior Envelope Products PleaseI June 2014 N 2115/2017 MIS Home U,r; [o uqcr Re;j,.Udt;ctn Hot Topics Fko;da Building Code Orifire pul'il"'stw"s rBc Staff Kis Site Moo UnKs sewd, Product Approval USER t"N'C Use, Application Detatl FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Ernail Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL152t3-R2 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGEL ES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Vivian Wright ickw@rwbidgconskiltants.com Scott Johnson 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.corn Ron O'Connell 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext IS ronocannell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31,12018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received E_Llf- 3 Q _1 COI CERT—!Q T of INDEPP\JDjiCE scir Referenced Standard and Year (of Standard) $La rLO a rd year 101/l.S,2 1997 10 I/I.S.2/NAFS 2002 AAMA/WDMA/CSA10 I/I.S. 2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https //www- floridabui Idirg,orqipr/pr__,app 3d%3d 1/5dtl.aspx?param =wGEVXQw tDqv3yVVKJZ 1 QRC 3FgPGdq9ziTp%2bKNJ2OqEN bwVVqY`lCna6Q%, 2115/2017 Florida Building Code Online Equivalence of Prc,,d,,-jct Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05107/2015 Date Approved 06/23/2015 Summary of Products Go to Page 40 Page 1 2 40 0 FL ff Model, Number or Name Description 15213. 1 a Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No EL'_5213 PLIJ Iris, I5213 I L)cff Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; See INST 15213,1 for Design Pressure Ratings, any EL15213 R2 AE Ev-tl .15213 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152112 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Pustic1r,lahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ; No FL'52'.3 R2 IT Inst 1 21 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 152112 for Design Pressure Ratings, any 1 AE Ev a 1 15 2 L3 2 p d f additional use iimitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152113 c, Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL152113 R_)_T, Inst 152113 3,ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL-15213 R2—Ar-Ej31 1212' 3 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213. 4 d. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/ Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Insw,ng/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 152114 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions EL L5 2 ! 3 R? I L I Qs l all .,Lp —dt Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL' R2 Ac_fvaLl 521I _4)c-lf Createdby Independent Third Party: Yes 15213,5 e, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/ Mahogany Series utilizing "Lip Lite" Glazing Inswing/Outswing (OXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F L 15 _2! -3 R-Zj I L-. 'Li,5t 15 n 1 35 d f --p - http,,3:,,'Avww. nc)fidabuilding,org/pr/pr-appjtl.aspx?pararn=wGEVXQwtDqv3yVVKJZ1 QRC3FgPGdq9z[TpP/.2bKNJ2OqEN bwWgYlOnaBQ%3d%3d 2r5 11 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FLI'12' 3A R2 c0 Jam;'t additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars, 15213,6 f. Smooth/Wood Grain/White Wood 6'8 "Irnpact" Opaque Fiberglass Double Door Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See TNST 152116 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL ` 21133 P 2 1 T [^ t 1 S 2 ', :7_6 21 Verified By Lyndon F, Schmidt, R.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fi_15-211 Q A E _M1 15 ? t 3 5 1 C-If Created by independent Third Party: Yes 15213,7 g, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grair/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswirg (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ; No RA5213 R2 11 Ins L15213 7 df Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any E1_ i 52 1 3LA -L Ev al 1 L _7pf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213.8 h, Smooth/Wood Gram/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Gram/Rustic/Mahogany Series utilizing "Lip Lite" Glazing Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ; No FL'52-'3 R2 If Ins,--I52I3 3 Approved for use outside HVHZ; Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant; Yes Created by independent Third Party: Yes Design Pressure: N[ A Evaluation Reports Other: See INST 15213.8 For Design Pressure Ratings, any 2!j_R2 P Ay 152 _ I _ ,lz R df additional use limitations, installation instructions and product Created by Independent Third Party: Yes Particulars. 15213.9 i. Smooth/ Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series " Snap Frame" Glazing - friswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No E_i._15213 R2 Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43-109 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 152119 for Design Pressure Ratings, any :FG_' 52 _13R2 Af_c,al 152 L3_9 puff p additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213,10 j. Smooth/ Wood Gram/White Wood 5'8 "Non- Irn pact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswmg/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Approved for use In HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213. 10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions ELI- 5213 R2 H 15213 10 oftf Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports 2_15- M R2 AE_,E/al 15213 L2cidf Created by Independent Third Party: Yes 15213,11 k. Smooth/Wood Grab./White Wood 6'8 "Non -impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing " Snap Frame" Glazing - Inswing/Outswing (OXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL=15213_E2 H, Inst IS213 11_2dt Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1521.11, 1 for Design Pressure Ratings, any ELLS21 I R2 AE E,i if 152 13 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, bttps:,,,/www, fl or i dabui I d; rig. oug1pr/pr__app_jdtl.aspx?paraf n = w GEVXQwtC) qv3yVVKJ Z 1Q R C 3F gPGdq9zi Tp%2bKN J20qEN bwWgY l0ra8Q% 3d% 3d 3/5 2,15/2017 Florida Building Coca, Online 15213.12 1. Smooth/Wood Grain/White Wood Grain"Rustic/iMahrigany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213 12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 152113.13 rn, Smood-,/Vsood Gram/WhiLe Wood Grain/Rustic./Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INST 15213,13 for Design Pressure, Ratings, any additional use limitations, installation instructions and product particulars, 15213,14 n, Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -Impact" Glazed Fiberglass Doi Door utilizing Snap Frarne" Glazing - Inswing/Outswing (XX Configuration) Installation Instructions 3 1 Verified Byi Lyndon F. Schnnidt, D.E. 43409 Created by Independent Trin-d Party: Yes Evaluation Reports F31 1 5 2 2 -1 E F'L,] 1 1 -1 13 L2 p Created by Independent Third Party: Yes 6'8 "Nor -Impact" Glazes Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Ourswing OXXO - Configuration) Installation Instructions FLI5213 R2 1, Inst 15213.13,Dof Verified By: Lyndon F, Schmidt, P.C. 43409 Created by Independent Third Party: Yes Evaluation Reports ELI-5211 R2 Arjrval ja 113 13, ff 21Created by Independent Third Party: Yes 6' 8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite' Glazing - Inswing/Outsv\ing (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELL,921,33_1 2 I -L..152j,3 Ij df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.14 for Design Pressure Ratings, any EL1-5 2 ', -1 R 2 A E Ev_.1.5213.14 p Llt additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1521, 115 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Don, with SidelitL Grain/ Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Dutswing (OX or XO - Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15213,15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213. 16 p. Srnooth/Wood Grain/White Wood Grain/ Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 1521116 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions FLUID R2 11 Inst I5212,_U7_-,2L1f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL152j R2 _L\E Eva! 1-5213 1 _;_ Lp Created by Independent Third Party: Yes 6' 8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing " Lip Lite" Glazing - Inswing/Outswing (OXO - Configuration) Installation Instructions FL- 15Z. Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports EIJ 5213 R2 A E/aL 15211JLJ;Zr f Created by Independent Third Party: Yes 15211117 q, Smooth/Wood Grain/Whhe Wood 6'8 "Non -impact" Glazed Fiberglass Double Door utilizing "Lip Grain/ Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F1 _1521 3 _R2 11 Inst L-S2_LLIL2d, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15213,17 for Design Pressure Ratings, any E!'dj l ' Rl A E y a 3 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1521, 3. L8 r, Smooth/Wood Grain/White Wood 6'8 "Non Impact" Glazed Fiberglass Double Door with Grain/ Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (0XX0 Fiberglass Door - Configuration) Limits of Use Installation Instructions https,,' Iwww.floridabuilding.or4pr,lpr_app__dti.aspx?parar,n=wGEVXQwtDqv3yVVKJZ1QRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYlOnaBQ%3d%3d 415 2il,5i2047 Florida Building Cocle Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NO Design Pressure: N/A Other; INST 15213, 16 for Des,gn Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.19 s. Sirrooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series el Fiberglass Door 3_ Veritied tiy Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports L11--l-11-32.2-11- A. _E a I 15 1 3- —ILF, Cleated by Independent Third Party: Yes WO "Impact" Opaque Fiberglass Single Door Inscv!ng/Outstming (X - Configuration} Limits of Use Installation Instructions Approved for use in HVHZ; No L-1 L5213 E_2 _' ln, 1,521', -,2djZ _-Is Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any 13 R2 AE Eval 1521, _31L) --,-f additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars, 15213. 20 t, Smooth/Wood Grain/White blood WO "Impact" Opaque Fiberglass Single Door with Side!"te Grain/ Rustic/Mahogany Series N utilizing "Snap Frame" Glazing Inswing/Outswing (OX or XO Fiberglass Door Cone guraurons) Limits of Use Installation Instructions Approved for use in HVHZ: No ji 112 — —a-2-L Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any L-11 ;Z' _3KLA—E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page 1 2 Lortic, us :_ 2_60Q_li Sho), Road T6IbItnts-011 rl 32349 ahone: 44-.r&7- 4 The Store of Florida is an AA, CEC employer: iLlle oF (,nhel acjf.Idsl Under Nonda law, email abldlmss,5 are public retards. If you do not want your e-mail address ioleasedi in response 10 a puthlic-ty,colyls request, irs not send ey,,unn,c mall to this entity. Instead, contact the office by phone or by traditional mad, If you have any questions, please contact 850,487 1395. 'Pursuant in Section 155, 275( 11, Fioncla Statutes, ef fer- i ve Octooer 1, 20' 2, licensees licensed under Chapter 455. F.S. must provide the D e po H ment xt t n an email address if d,e y !save one. The emails provided may be used for official communication with the licetsee. However email addresses are public record. If yOLJ do not wish to supply a personal address, please orcy,de the Department v,lirn an small address which can be made available nr the public. To determine if you are a hcerstee unckarchapue, 455, F,S_ pleas, click here . Product Approval Accepts: 91- 1 IRA.- 1 1: 1 — - cred". C-1c, Safe littps: i'lwww,floridabuilding.orglprlpr—app__Otl.aspx?paratn=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9ziTp%2bKNJ2OqENbwWgYlOnaBQ%3d%3d 5/5 plastpro 5200 W. CENTURY BLVD. LOS ACCELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON - IMPACT" GEN FRA.L-NO TES This prod rict has been evaluated and is in compliance with the 5th Edition K14) Florida Bun ding Code (FBC) &lruclural requirements excluding the "High Velocity Hjurcorre Zone" (IMIZ). 2, Prodoct anchors sholi be as listed and spaced os shown on details. Anchor enbeciment to base material shoh be beyond wall dressing or stucco. 3. ', Nherr used in oreos requifing wind borne. debris protection this product is required to be protected with an impact resistant covering that complies volh Section 1609.1.2 of the FBC, 4, For 2x stud framing con0ruclion, anchoring of 1hese units sholl be the, same as that shown for?)( buck masonry construction. 5. Site conditions tho( deviate from the dela4s of this drawing requre further ssrgrneenng onolysis by c) kenled --rigireer or registered oTchifect. 37. 5T MAX. OVERALL FRAME WIDTH 2 S 0:, s z tat n z 0 zo VA GGI aa: IN or E rz Vr oy: _ j K K 6r. LFS x s wo- - - FL- 15 213.3 7 x I 35.75',,,Wx, DOOR PANEL MAI 1GQR PANEL HORIZONTAL CROSS SECTION rm . TOP RAM, PVC cmp, 3,66' LATCH -STILE LVL BOTTOM RAIL PVC Comp, ffiNGELTILE LVL INTERIOR EXTERIOR 4C t LSfCflOhf JA4 /, 4.1 EMB, rk Ge 0 cull, z o m INTERIO R f g zIF4 t 7 T. I E o 3 ' LE t EXTER/7R C7 z ( j ,> t - J '' yr'5 FjOE C (-3HORIZONTAL CROSS SECTION_. II ) --- - - --------- ShawnwliXsub-bucK r m O. iS}_EMB. TY P. I I 4 l C' SfNlf ` `" C51NK a ' 1 i It / cr C.. Ln r4oINTERIOR * fERIOR e w i O t Me. eu 0T 12 f LLiEXTERIOR EXTERIORrtjPS XLI Ju GW JK E i RtIONfAL CROSS SECffOhl. { 3 CiR1Zfi_fVT CRC75S SECTION t $ J J 3 C>c trunksrvrtin - utewuEg _ a;{xave%i ... ' was6ved 37 S IEFT 3 OF 7 L 4 C2 1) EXTERIOR INTERIOR VERTICAL CROSS SECTION hown- also approved EXTERIOR INTERIOR VERTICAL CROSS SECTION OJ- EXTERIOR INTERIOR J", VERTICAL CROSS SECTION t x M7,T=- EXTERIOR INTERIOR 4' VERPCAL CROSS SECTION - Inswing configuration o kl: o fit on, z 6 IZ0 r" 1° — — MAST. NPy OP ENING 2x Buc 99EX ANCHORING 1, Cc4,crefe onchot locations at ,he vorn m may be actiustecj!c fricinfain the orin. A',Jqe distonce k, i100oljoiW, 2. (,oncmfc onch,., rnraftonsnoled m'MAX ON CFNIFRI" mod be odiusred to rno'.r.,fain the nun. edge aeta"'ce to modarjoints, cdafficnuconcrete anchors OWDY tie re-juved to unsure the MAX. ON CENTER' dirnemion are not exceeded, 3. "" Orote te anchor table: ANCHOR ANCHOR MIN, -MIN —CLEARANCE --VRN —CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR t4. 1 pv, 1- 1 /4" 2" 4" TAPCO ELCOULTRACON 1/ 4- 1- 1 /4" 4 YK)ODSCREW PoISTALLATION NOTES mointoin a mim, 5/8'e0l-X' lhisfDOC13, I" end dsfunce. f o c, spocing of Mx)d screw, 16 to w,ent the 5P(H ting of Wood. mmmm MASONRY OPENING ffm 2X BUC Nl,asonry 2X buckconsifucfion ME= STP- WE JAMS jyj~ (28) tATqHA DEA DBOLT DETAIL 5 rU rol tr, 5 2 ; 33 7 MASONRY OPENING FRAME I X BUCI AmmauKm Y bc. 1ir6 `MAX. ON CENTWdmeris— ,of oxc-ded, 3. C—c'.f. oh., I.N. ANCHOR ANCHOR TYPE SIZE M W- EMBEDMENT 0m-"Q "'y EDGE 41W 6t;iiANCi tO AVJAC NT ANCHOR irw 1/4" 1-1/4- TAIFIC'NON' L M—fd .Uge ml-".' !' -J dsf— of 11d saews to Ire —It the ItAtWlg of —.d LRAkE AA'CHOWPLr- Masonry IX buck construction 0 r z Z- Z6 OF 4 5C ti n 2.4 C HEAD A ME2; 6 M W" ADJUSTABLE INSWfNG THRESHOLD 4,56' 01 QUTSfflNG 8HM?_LffAESk0LQ JK a, LFS iZm;r - -- - fL f5213 - W 6 s,cu 7 or 7 14 2'i 5 /2,'D 17 F or,da 31,dJ1101,; C0deQ1!hce c; 3C:11 -I -ne -01i If, Product Approval VSER PvOfz, Usxl FL FL1521 3-R2 ApplIca- ion Type Revis,00 Code Version 2 U " 4 Apphcar: on S,a:-us Approved Comments Archived Product Manufact-jrer Plastpro Inc, / fdany3 Plastics Corp. Addre5s/ Pt-one/Ernail 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 1440) 9 69-9773 Ext 15 ick,, v'g)f,wbldgcons"ltants.com Authonzed Signazure Vivian Wright ck,, v c)rwbldgcarsultants.corn Tachri( cal Reprasentative Scott Johnson Addircss" Pt-.ane/Emad 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext- 13 scott, ol,,nson<-O)plas'profnc.coi,n Quality Assurance Representative Ron 0-onneH Add, - 2,s/Pt7one,1E-nail 5200 W Century Blvd_ Los Angeles, CA 90045 440) 969-9773 Ext 15 ronoconnelli plas'j)ro.rorn, Category ExIanor Doors Subcategory Swinging Ex;enor Door Assemblies Compliance Method Evaluation R--oor, frorn a Honda 4agistered Architect or a Licensed Florida Professional Engineer Evaluation RaDorr - Hardcopy Received Flor; da Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. he Evaluation Report Florida License PE:-43409 Quality Assurance Entity National Accreditanorl, and I'daregerrientinstitute Quality Assurance Contract Expiration Dale 12/31112018 Validated By Ryan 1. King, P,E, Validation C,)ecklist - Hardcopy Received C - er-ifica,of Independence L 1I -, ;1 -2: - ,:z- -_-a:_:- -- L2 Re' erencec Standard and Year (3f S-;ardarr-') Standard_ 19-a-r 101/ 1,5,2 1997 10ire' 7.S,2/NAFS 2002 AANIAj11,VDMAiCSA1,,-',," i,S,2,'A4=10 2005 AST,%] E1386 2002 ASTM Et996 2002 ASTM E330 2002 TAS 201- 202, 203 1994 htt[,)s,,/ W'N',V 1(,,ridabLnldirg.org/,orl'or-,ipp_dtl.a--,ox')parit-lz-,NGE,,,XQ,,v'Dqv3yV\iKJZ 1QR,13FgPGdq9ziTprQ2dKNJ20qE5ibwvWY!CnaBQ%3("103(I 11:5 2! ! 5/ "C' 17 Plocrfa Br il,!wq Cc(1,e 01-11re, al €t n or P-3d t, cl-, S -ar d a -<,`S By S-ec-i)ns frnm e rod Procuct Approval MeOod Metnl)d I D Date Submitted 04/29/2015 Date Valid"ate'l 04/29/2)I5 Dare Pending FBC Approval 05/07/20t5 Date Approved 06/23/2015 Summary of Products Go to Page 01 FL if Model, Number or Name 15213. 1 a. Smoot!h/'Nood Grain,/White Wood Grain/ Rustic,lillahogany Series Fiberglass Door 0 4) Page 11 2 0 0 I -,-, - - --- --------- - -- - Description 63 " Impact" Opaque Fiberglass Single Door - Iris vi i ng/Outsw i no (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL IL 5 -1 1 , P 2 -, [n3- 11 11 1-2—dr Approved for use outside HVHZ; Yes Verified By: Lyndon F, Schmidt, P.E. 43,109 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15213.1 for Design Pressure Ratings, any E- 1 5 IL' , R 2 !-F additional use lu-nitatrons, installation instructions and product Created by Ind-elpendent Tojr(j Party, Yes car- iculars. 15213, 2 D, Smooth/Wood GiainPNhIte wood 6'3 "Impact" Opaque Fiberglass S ngle Door with Sidefite, Gratin/ Rustic/Mahogany Series utilizing "Snap F, arrie" Glazing - inswing/Outswing (OX or XO Fiberglass Door Conf g ura -ions) Limits of Use Installation Instructions Approved for use in HVHZ: No L_'jL3 IQ —D- Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43,409 Impact Resistant: Yas Created by independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other* See INST 15213.2 for Design Pressure Ratirgs, any F1 _-I5?'-LP, Ac 152112.c additional use limitations, installation instructions and product Created by Indenndent Third Party: Yes particulars. 152113 c, Smooth/wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidefites Grain/ RUSt1C,'1'gDh0ganY Series utilizing "Snap Frame" Glazing - inswing/Outswing (0XQ Fiberglass Door Configuration} Limits of Use Installation Instructions Approved for use in HVHZ: No 521 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 13409 Impact Resistant: Yas Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 15213,3 far Design Pressure Ra=.jngs, any I 3R 2 A E Hi a C- 32 additional use limitations, installation instructions and Product Created by Independent Tnird Party: Yes particular,,, 152114 d. Smooth/'Mood GratnjWhite W,,,od 6'8 'Impact" Opaque Fiberglass Single Door with Sidelite Series F barglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other, See INST 15213.4 for Design Pressure Ra-ings, any 3, jditiornal use hrnital;ons, installation irst,-,.ictio rs and product pacticulars, utilizing " Lip !ze" Glazing 1nsw:nq/0ut-s,-wing (OX or XO Configur3t: c,ns) Installation Instructions Verified Bv Lyndon F. Schrnidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes a, Srrsorh/Wood Grainj4sthite !Nxd 6'3 '[,--npace` Opaque Fiberglass Single Door vitn Sidelitas Series utilizing "Lip Ute" Glazing Inswing/Out3iving (OXO 00' er,ilass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ; No 3- 5 e r" r, h[ tps.'/,,vww.,Ic,,r;dabkjiidirg,,,)rq,;pr,pr__,app___dtl,aspx?par,-.irnzwGEI/XQ,,vtDa,v3y','\/KJZI,QRC3FgPGc,lq9zlTlol/`2bKNJ2OqENbwiiNigY!OnaBO".,3d'j,3d 5 2-, 7 Ffor ,rlla 3uilding OviWe Approved for use outside HVHZ: Yes Vn'ed B,, Lrdon FScl,-i1t, P Impact Resistant: Y= s Cr,ared av [rid ,?pender,! T'-ijjo Y-is Design Pressure: tj;' A Evaluation Reports Other: See !NST 1,52115 --)r De3-3n R-3'WQ5, erY 7 "'li-, ir,7i1:a!: cns, wl-tallation, erj p re u c. by Independent Tr)jr:; 01y: Y2,i i 16 5, V/,,) d 63 "T - n p a t" Ocaq,-,e Double Door Series insvw)g/0u', sa:ng CcnFgura,-;i)r) Fioergla,ss Door Limits of Use Installation Instructions Approved for use in HVHZ: 1,10 Ll 1, L -,:r 22 Approved for useoutside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43-109 Impact Resistant: Yes Created by Independent Third Party: Yes, Design Pressure: N"A Evaluation Reports Other: See INST 152116 For Degn pressure Ra'irgs, any E- P 2-1 -- t_,ul -1 jLrf additional use limitations, installation instrijclions and prcid jct Cr2aced by Independent Ti-jrj Pasty: Yes 15213,7 g. Smooth/Wood Gran/tclhi`-e Wood 6'3 "Impact" Opaque Fiberglass Double Door rwt'n Sidelites Grain/Rustic/Mahogany Se,ies utilizing " Snap Frarne" Glazing - 1nsnJne/'a,,,swing (0XX0 D,,),,,)r Configuration' Limits of Use Installation Instructions Approved for use in HVHZ: No E_I_LS211 R2 F (rZ_L jf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See fNST 15213,7 to, Design Pressure Ratings, any additional use !Imitations, installation instructions and product Created by Independent Third Party: Yes particulars. h. Smooth/'jlyood Graim/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with SidLlites Gr3j nr/Rustic/',Ia hoga ny Series utilizing "Lip Lite" Glazing - Insving/Outsving 1CXXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No I 77i: 3 P1 1' !-s- 1 521 3 3 f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 431109 Impact Resistant: Yes Created by [independent T)ir--J Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213-3 for Design P-2ssure Ratings, any additional use limitations, ;rszallahor instructions and product 0 ea(ed by [ndependent Third Party: Yes Particulars, 152119 Srnacil:mY/ood Graiin/ White Waod 6'3 'Non -Impact' Gla-ed Fibe, glass Single Door utilizing Gram/Rustic,/Mahogany Series, Soap Frame" Glazing - !nswing/Outswmg (X Configuration} Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No L-- 152 L 3 R2 1 I-s ' -52! ' -) r& Approved for use outside HVHZ: Yes Ver&ed By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 1520.9 for Design Pressure Ratings, any is a 11. ?., cicf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15 21, 3. 10 j. Smoothl," ei-ood Gramllishile 68 Non- Impact" Glazed ":berglass Single Door with Sideli"a Gram('Ru5tic/Mahogany Series Q Frame" Glazing Inswing/Outswing (OX or X0 utilizing "Snap Fiberglass Door Configurations) LimitsofUse Installation Instructions Approved for use in HVHZ,, No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.-E. 43-109 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See !NST 11520,10 For Design P-essure Ra-ings, any F 3 ,' -1 - -; 213 additional use limitations, installation instructior.5 and product Created by [ndependent Third Party: Yes 15213,11 k. Srinoor`i,`Nood Weep u3 "Nor -Impact" Glazed qeFglass Single Dour Nlth Sidelites Gram/Riustic,slahogany Series utilizing "Snap Frame' Glaz,ng - nswng,Outswmq '0X3 FiDerglais Door Conrigurat:on) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schrir,dt, P,E, 43A09 Impact Resistant: ylo Created by independent 7,rrrJ ?arlv: Yes Design Pressure: N " A Evaluation Reports Other-, See INST 15113, 11 For Cliesign Pz:ssure Ratings, any additional use irn;tat;oris, inst3ilatior, instruc-iors and product y: Yes Crsated by 11ndependent 1 ?arty: particulars. httpa: tsNwN-,Ioridabuildirng.orgi,cr/, or-, ipp-IltI as px "par arn =,,v GEVXQw tD qv3yV`v KJZ 'QRC 3F gPGdq9z!TpN 2bKN J 2CqE N bw VV gY CnaBQ11; 3d11'1'3d 15 2 Co 152, 1 3, t 2 Srnoorn/ h-od Gra 'V )Gd 6 3 'Nor -lrrpact " Gla,:rol Foerglass Double Yr,,,, q9 iy S,-ies IN Fra-re" Glazing P') e g;35s Dcor Limits of Use Installation Instructions Approved for use in HVHZ: No 5 3 -- P 3 Approved for use outside HVHZ: Yes ve,l,;e,j By. Lyndon F, S&Imidt, P.E 431409 Impact Resistant; No Cre-vad by independent Third Party Y,s Design Pressure: ls/4 Evaluation Reports Other: Sea INST 15213. 1,2 Ces qF! Ra-:n95, a-1 13 1,2r additional use limitarlons rstallator and product Created oy [;,dependent Third Party: Yes, IK13.13 m. Srnoo-,,/Vjood GroinVthhitL 4Ijood 6'3 "Blue -Impa,-l' Glazed Fioerglass Doubla Door with G,air,/ Rus1,rc/,'-1ahogany Series N Sidelites unhz!nq "Snap Frame" Glazing [ns v i rg/Cutwi ing Fiberglass Door OXX,' - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F 2 Approved for use outside HVHZ; Yes 12rffiad BY: Lyndon F, Schmidt, P.E. 43409 Impact Resistant; No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., Sea INST 152L3,13 for Design Pressure Ratings, any F:-15, 1-' 3 _ P 1 3 13 -;-"J r additiiona( use limitations, installation rs trictions and product Creited by independent Third Party: Yes Particulars. L5213, L4 n. SrnooUn/Wood Grain/White s1lood 6'f3 "Non -Impact" Glazed Fiborglass Single Door ut:liziog "Lip Grain:/Rustic/ Mahogany Series N Lite" Glazing Inswing/Out-sorng (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No EL- 15213 P2 1 13 1 4, odf, Approved for use outside HVHZ: Yes Varried By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other- See INST 15'13,14 for Design Prassura Ratings, any 21 E / = 11 2 13 1 -t additional use limitations, installation Instr _ic-[ons and product Created by Independent Third Party: Yes parlicul ar3 . 152L3. 15 o. Srriootnl,Vood Graf r,/Whtte Vylood 63 "Non-Inoleact" Gla:!ed Fiberglass Single Door with Sidelit2 Grain/Rusnc/ iNlaricigany Series N utilizing "Lip Lite" Glazing - lnswirg/Outiwinq 'OX or X 0 Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 52, —3P 2 F I lsl—,-,Le-li Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmid,, P,E 43429 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See INST IS213.15 for Design Pres3ury Ratings, any L-' 51 _13 P, 2 _I_E E/'! i52 3L 1, 5 f- additional use limitations, installauon instructions and product Created by Independent Third Parry: Yes earticulars. 152,3, 1, 5 p, Smooth/'Mood Grain/White Wood 6'3 "Noe Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rusuc"Nlabogany Series N utilizing "Lip Lite" Glazing lrrswing/outswing (OXO - Fiberglass Door Corfigurabon) Limits of Use Installation Instructions Approved for use in HVHZ; No 1: 1 -: j_ 3, 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: Sao INST 15213, 16 f,,,)- Design Pressure Ratings, any F-'_52 ' 3 1 P 1. -1 --g Hy ai 132 13 15 Ddff additional use l nitatons, installation ins,,-.zcliorls and prortuct, Created by Independent Third Party: Yes P - 15213. L7 q. Smootn/',j1k)cd Gram/Whrte 'Plood 5'3 "von -Impact" Glazed Fiberglass Double Door utilizing "Lip Series Ni Lite' Giazir?g - Inswirg, OutsNing (XX Con' ';qu, 31ion) Fiberglass Door Limits of Use Installation Instructions Approved for use in H V H Z: No i - 5 Approved for use outside HVHZ: Yes Varifled Sy: Lyndon F. Schmidt, P.E. 43469 Impact Resistant; No Created by independent Third Party: Yes Design Pressure. NiA Evaluation Reports Other: See ENST 15213,17 for, DesigRatings, any n Pr-assur2 LL 2 2 3t[ditccnal use Hrnitat; ons, installation rstu-uctions and product Created by Independent Third Party: Yes 1521-3, t3 r. Srnooth/`r )od Grazn/Whue W001d 6'3 "Non -Impact" Gja7 ad Fiberglass Double Door with Grain{Rusoc' 'Niahogany Series N S , delilas utRizing 'Lip Lite" Glazing lnsw€ngjOutsv4 ng (QX(0 Fiberglass Deal Conf?gural; ojj, Limits of Use Installation Instructions hRiss: ,,vww li"i( Jabuildif)g.-,f'gipr,,pr_app_dti.aspxoparari=wGEVXQwtD(qi3y\I%'KjZ !QRC3FgPGdq9z!Tp,',;2bKNJ2CqENbwlil/gY!CnaBQ'' 3d,,30, Z'1 5i2rj 17 i:ior dis -cde Approved for use in HVHZ: N Approved for use outside HVHZ: Y.; V,rified alt: L,/,-dr, F. Sri ,,rmdr, P,E 1 9 Impact Resistant: Mn C' reatef:,,1epen,j,2n! Tniird Parl-rE!s Desigo Pressure: N, A Evaluation Reports Other: F,'l Il Q 2 -17 -ST 15213 13ft,,- D,sigr P-2-is,:e RW. cs a C e r rhi j Par, lt;on ai:3ti,)n a p f o c, o r ey 1 id -a p e n d n r, Y rs, _t;i)-,, as t 57 1 9 s. S,-noo7h/%,l1ood Gra V/,)od 30 'Inpact' Opaque F berglaii S,f)gl> Door C - 1nOw:ig, Du',.qv ng (X -c"I h9ur3t 0,1Fib,,! -glass Door Limits Of Use Approved for use in HVHZ: olo Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/ A Other: INST 1. 5213-19 for Des;gr, Prqss ji-e Rarmgs, ant, additional use hroitaucns, Installation instruc'rors and product a a, ti -- u I a f-3, 5213 20 t. Snrloothllsood Gramiltioite Wood ain/Rustjc/,Aahogany Series fl Hberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/ A Other: INST 15213. 20 for Design Pressure Ratings, any additional use lirnitat; ons, i,istallation irstiuc-ions and product oarticulars. Go to Page Installation Instructions i 5 2 Varified By -/,,don F. Schmidt, P,E. 431-1')9 Ct -at2d Dy Irdepertclent Third Part,,,: Yes Evaluation Reports F- 1 ) 1 3 rA E Creat-ad by Irdependent , Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door with Side?.1('e utilizing "Snap Frame" Glazing Inswing/Out5wing i't"M Or XO Configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Parry: Y?s Evaluation Reports Created by Independent Third Party: Yes page 1 12 ela" S[or, 7`iCaL r—ilo ` I— I, — 3` 1 32 11 1.9 -- 33 5' e Stx2 of =Ionda ;zi in AA! t-0 =I,'U S , —), I z - -- I R _-,e Ioizda ia,, enla' f 3ijdr sses )icl P,L-'I,Q --Cxds, It yo; JC riot -Int rol', -friad -,lieaied '1, '0 a P,100C 11) root Se- O m,,d :lt tr's lnsizeao. zortaCt i,e Dy jhonol 31 , tr3dIrto"I -Oil, f yo, rsve ary quesz,o,,5, allia,;v C0,1,3cz 'Pli-suafa to 11,3.,-,5( !;, -- lorda irat"lo" efr-3,u /e Oczoteg 1, 2OL2, licarsel-15 licececi u,,Ger , -Nalxl 65, F.s. aro,pce Ohl! D,rartmier,z 3n -mad adorns if CIley ',ale Zi,ie, PieaiO— Oo Oe 'S'a 'a, Qrflc,ji 'It" 'he ill-a.c.. iolo,er _fear[ are ewtsw-ec,I, If You CIO Qt "Sil :0 I Iell.ral 3111111" In4, Df,'ae :rII, Dea-tmew an em,d a0drew Mlicil call be 10dt 3"allatue 70 '!Ie XINIC. 70 t IOU 11' 3 Ider Chlopua' 455, F.S., piedSe dickProduct Approval Accepts; Vim' [ — El M Safe httissl/www, qor; dabuildii,3rgVpr'pr_,app Al, as px 'par ani =,,,v G EVX Qw tD qv 3y 1P / KJ Z IQ R 0 3F gPG(!qljz Mply, 2bKN J 21,1qE.N boakillgY1CnaBQ`1, M1,; 3d 515 P lastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fibergloss Door INSWING / OUTSWING NOWIMPACr' G.'NER A L N2!S I his product has been evaluated and is in compliance with the 51h Edition (2014) Florida BJIding Code (F8C) structural redureh-rents excbdif,g We "High Velocily Huffscone Zone" 2 Product arohors sholi he as listed and spaced as shown on details. Anchor embed(nent to base mciiiedol sholl be beyond wall dressing of stucco. 3- When used in oreas req ' u0nq wind borne debris protectirin this product is required to be oroiected w0h or impact resistant covering that comptiesmith Section 160.1,2 of the F8C 4, For 2x stud flonling ccsnstrocPiora, oncrierfing of these units sholl be the some insthot shown for 27. buck ryrasonry construction. 6. Site, conditions that deviate ftorn the details of Pits drowing requre further engineering cirmlysis by o licensed engineer or registered architect. 37.55,C)"MAX. OVERALL 11,50" MAX, OVERALL FRAMEWIDTH FRAM@ W101H 0 o z Z, 0ti vi E cw OVERALL SWING FRAME DIMENSION ER OVALL RESSURE(PSF) 0 DIM: ENSION 10L:: ASS TYPE DESIGN P "'U POSITIVE PRESSURE 37. 50" FULL LITE 21.00" x 74.W' 47.0 4TO INSWING x 00" 3/4 LITE 21.00" x 63,09' 47.O 47.0 Gt 37, 50" LITE FULLLITE 21 .00` x 7 7,00" 47.0 41TO OUTSWING X 6, 50" 33/4 LITE 21.0" x 63.00' 47.0 47.0 535.7 "MAX, DOOR PANK WDIH 21,WMAX, I WIDD i tE 0 PqQR PANEL_ FW We C, RIZPAID _ _kQ - W-CR-OSS. SECTION. 11_ 2J 1. 59' DOOR PANEL WIDTH I () o, "AAX 4) 0-,croon f4NIFL We2_ 1, 2" lo— A WCHA B-(N—G c jsfLE, Cogukx PVC 45 BOMQM gAjI STILE R-EWFORCEMEINT7ceputor Pvc 2.75 ---- 777/ 77 TCH HING1 6 'ZI pfk 0 n cl 6 n4l, INTERIOR EXTERIOR 405 VERTICAL CROSS SECTION f 02Z761r2 11 --1— JKxI_ Fs FL- 115213 27 m 2 v 7 I 1 /4" K" N, F"o'B HORIZONTAL CROSS SECTION 3 j C>Utswtn shomi olso apooved Illmom ME= EXTERIOR q)' MUKILUNIAL C-KU33 ZtL-HUN Shown w/I X sut>-buck INTERIOR ol vs fit 11 kt 0 n z 0 z z 0 7 T' yr rc 1j 4j v v C 114'MR EmB. (TYP.) wt 02116112 2 7' N T. S, JK HORIZONTAL CROSS SECTION I OE F L - 152 t12 1 EXIERIOR' INTERIOR I VERTICAL CROSS SECTION 4 0Ovkswkrg shown inswingcppo'ed EXTERIOR INTERIOR 7 C3i r W, / //7/, 2 EXTERIOR 2— 21i INTERIOR 2 "VERTICAL CROSS SECTION EXTERIOR INTERIOR 4'\ VERTICAL CROSS SECTION Z' i 0" Z- z 9: z oIo vo o x z z DATE, sc. f N 7 S, 6, DIYL Ft. 1527127 7 MASONRY OPENING MASONRY 1 OPENING ci FRAt, BUCK, ANCHORING CnNCRf.Ft" ANC RNOiES: Cope dul"'nce to mcrtof joints C C , ocrefc mrh'o tocntorns noted cts'MAX. ON CENTER'md ust baauSledtoronk,Toin the, mtn, edge dstance to motlexclifib, ri clodinexeII ConcretenchorsUy L.' e'eh'Aled to enscre ff,e "MAX. ON CLNTER' doneneanafe rioF exceeded. 3 Co, c,vfe o,,chor loble: NCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE Tom A soN Ry TO A LNA C ENT WE EMBEDMENT EDGE ANCHOR I Tw 1/4" 1.1/4" 4" TAFCONEzCCr 2ULIRA_ N 1/4` 1-1/4- V 4' W90t? t cta. nfaw, llnirml,- 6/6` eJqe d' st.nce, 1'end do;tace, & I O'C' spocing of wood 5cr— s to V, e,ertt the, splitting of "On-cl, MRREIQM FRAME ANCHORING Masorint, 2X buck construction K U i0z STRIKE JAMB 021?6li2 N,7 S q JK 9 vL i527. 527 5 or 7 MASONRY OPENING Em I YIN E JAM6 Tf cl OR NOTES, 2 C , .—f— kl—fi-I .1 'PlAk ON CIMIR -M b. ddjuV.d in 10 we the 'MAX Tl,, UWER dl'w,5 on we —f dne'ded, 3 ANCHOR ANCHORf Mft MIN (A FARAWE kCLEARANCEit< TYPE SJZE EMBEDMENT '(' M A 5"t"Y IN, Af)JAC t4f EDGf, ANCHOR W APCON' 1/4' 1 114- 21 4 Etco 1/4' 1-114- UfTRACON 4' HA WCON WQCDSCRDY MTALLAPRO NOLES- NdguLt—,e, F, a jdsta,,ct, r, of 10 11, 01—f lhVIP , If— 'If —rld e FRAME AME ANCHORING,- ANCH - OWNG - m--- asonfy IX buck construccqon 44 27 LATCH Ll lDEADAO_( tDET,-A,lL 21!61?2 D-G BY JK artX. Br: LFS 6 ZA L 15213,2 7 Z ry V <=K oc Z6 iffAP 4 41DE 2 5.63" 6 A A, 71- C30-APJU SLFINSWrNGLfLRES OID AP X ME ui Poiy qberp`mb l'Ill ADJ STABLELNSWI Rii D=rNqjH14-1 J/n se_!j2,/L6Zj 2 3 _Di Wft G__BQMF TtfRESHOLD LFS I'l- 1521121 7 of 7 Florida Building Code Online Page I ot'3Z: M".4131 ra"Em", Or BCIS Herne Log In Use, Registration Hot Topics Submit Surcharge Star, & Facts Publications FBC Staff 13CIS Site Map Links Search dProduct Approval USER: Public Use, Ap p1c: -L _a on _ Ley > Application Detail FL # FL16133-RI Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@t-niwd,com Technical Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Quality Assurance Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 rparedes@miwd,coru Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, RE Validation Checklist - Handcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FLI6133- Rj—00LFLC I.pidf to adALO y9ar AAMA 506 2008 AAMA/WDMA/CSA 101/LS.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 http://www.floridabuiIding.org/pr/pr—app__dtl.aspx?param=wGEVXQwtDq-,,yf4ngAXhI 00b... 8/7/2017 Florida Building Code Online Page 2 of 3 Sections from the Code I affirm that there are no changes in the new Florida Buildingding Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Documentation from approved Evaluation or Validation Entity , Yes No N/A Product Approval Method Method I Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 urnmar of Products FL # Model, Number or Name Description 16133,1 1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R 11 70 tff Approved for use outside HVHZ-. Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other., FLI-6133 R1, AE 5114172A pdf __ Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXOSS SERIES 620 ALUMINUM SGD OXXO IMPACTTIMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No F LL6 58133R11108-01Q_t_82 pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure; +50/-50 Evaluation Reports Other: Created by Independent Third Party: Yes 16 1333 SERIES 620 ALUMINUM S CID XXUEP SERIES 620 ALUMINUM SGD XX NON IMPACT ON IMPACTNON Limits of Use Installation Instructions Approved for use in HVHZ: No ELthl-33- R L,JL_Q- Q_Q 6 7 B_p_o f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133_Rl_-AE 51_kg84A.pdf DESIGN PRESSURE RATINGS Created by l-ndependent Third Party: Yes 161314 SERIESSERR620 ALUMINUM SGD XXO SERIES 620 ALUMINUM SGD XXO NON IMPACT NON S IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FLI6133 R1_11 08-QIR80 df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other. REFER TO INSTALLATION INSTRUCTIONS FOR FL_1_133 RL AE 512519 . pd(f DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133. 5 SERIES;,.62'( ALUMINUM SGD XXXO SERIES 620 ALUMINUM SGD XXXO NON IMPACT A NONIMPACTLimits of Use Installation Instructions Approved for use in HVHZ: No FL.j_Q_13L RL_tL_08-0L1_W1FL) df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR 1 FL -_1_33_R_IA_E5L2571._pdf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes Bat k F-1 http://,,N, ww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqvvf4ngAXhlOOb... 8/7/2017 Florida Building Code Online Page 3 of 3 The State of Florida is an Ak'EEO employer, Rr'oagY"2atemq1Lt :: A S3'L y -Menj : ft(Vtid nI -Qt;L - - -ajPIgfFn - - Under Florida law, email addresses are public records. If you do not want your e-maii address released in response to a pubirs-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 650.487,1395. *Pursuant to Section 4 55.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES. must provide the Department with an email address if they have one. The emands provided may be used for official communication with the licensee. However email addresses are public record, Ifyou do not wish to supply a personal address, please provide the Department with an enhul address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click b&Lg_. Product Approval Accepts: http://,, v,A,w.floridabuildiiig.orglprlpr—app_dtl,aspx'?paran-iwGEVXQwtDq,,,yf4ngAXh100b... 8/7/2017 REViS,ONS RE' ( p[SCRfPT ON DATE I ROVEO 192 9/16" MAX. O.A. FRAME WIDTH _ ............-...._...-__ 42 1/4" VAX. 48" MAX D.L.O. WIDTH PANEL WIDTH N O . S 1; THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUf°AC URED TO I COMPLY NfIi3F REQJr"2EPdtN., OF THE FLORIDA BUILDINGCOJE 2% WOOD I-RAMINC AND MASONRY OPEN;N C TO BE "SIc'JcCi AND ANCHORED J PROPERLY TRANSFER Ai LCADP TO STRUCFURE. FRAMING AND MASONRY OPENING IS 0 F T SP ^ BLtTY OF 88 7 8" 1 f £ i 93 5! 8' 96" THE ARCHITECT OR ENGNEER OF RFCQR; MAX, MAX- D.L-01 { j x X ( t 0 f PANEL MAX.CA. 'u) ALLOWABLE F STRESS INCr:EASE 1/3 WAS NOT USED IN i4 i E. HEIGHT HEIGHT FRAME DESIGN OF THE PRODCCT SHOWN HER IN. WINO LOAD HEIGHT DURAifON FACTOR Cd-r-1.6 WAS USED FOR WOOD ANCHOR CALC f t4t, ( I ONSU3MATERIAL I i FRAME ATERI EXTRUDED ALUMINUM 60 G`; . GO E GtAZEU E:R AS ME,z 0 '90) USSHIFT 7 FOR APPROVED ASS. MPACTPROTCIIVSYSES- TR. EQURUD FOR THis PRODUCT DEBRIS 8) APPROVED CONFIGURATIONS SERILS 620, 2--TRACK UNITS: XX, SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR CIE, x0, 0X0, 0xXO, xxxx, DP, Px, XIP, FIX, PIXXIP ANO EXTERIOR VIEW P xXP, 9j APPROVED CONFIGURATIONS SERIES 630, 3-TRACK UNITS. DESIGN PRESSURE RATING 1MPAGTRATING xIX, XiIP AND PiiX. O ------— SILEI PACTLARGEANDSMALT 10) APPROVED CONFIGURATIONS MIS NFIGCkAT, iN„, SERIESE,4D, 4--TRACK UNIT,: XIIX, 50PSF Xu,P AN'!) PI LEVEL D ZONE 3 TABLE OF CONTENTS SHEET N0. DESCRIPTION E,. EVAIION DESIGN PRESSURE CHART AND NOTES 2 AfJCNORiNG LAYOUT AND NOTES 3 6 INSIALLATION DETAILS 7 1NSTA... LATION DETAILS AND GAZING DE AILS Mi WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT ELEVATION & NOTES DRAWN; DWG N0. V. L. SCAT£ NITS I DATE 12 08- 01882 201 OF 7 SIGNED: 12120/2072 TATE OF t 6" MAX. 16" MAX. O.C. I jl 10" MAX. T ---- 20" MAX. C i INSTALLATION ANCHOR SEE NOTES THIS PAGE AND INSTALLATION DETAILS 10" MIA: SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR - IMPACT 4 PANEL UNIT SHOWN, ANCHOR LAYOUT IS APPLICABLE TO ALL APPROVED CONFIGURATIONS. SEE CHARTS SELOWFOR REQUIRED NUMBER OFANCHOR LOCATIONS. Number of anchor locations required for 2 Track units (2 anchor per location) Frame Single Panel and 2 Panel Unit Width (in) f4ei 2A0 30,0 3610 4ZO 1 48,0 in) 48,0 60.0 72.0 84.0 96.o H&S I Jamb H&S Jamb H&S Jamb H8S Jamb H8S Jamb 4 4 5 90.019ttli45 4 5 5 6.0 4 5 4 5 5 Number of anchor locations required for 3 track units (Z anchors per location) Single Panel and 3 Panel Unit Width Cm) Frame 24.0 1 30.0 26,0 42.0 1 48,0 t*ight in) 72_0 170.1 126.0 144,zl I Jamb'I TJamb H&S Jamb H&S Jamb H&S Jamb 5 1 4 6 1 4 9 4 1 10 4 5 1 5 6 1 T— 9 5 1 10 1 5 00442421' 0 090.0 6 9 5 96.0 5 5 6 5 7 5 9 5 10 1 Number of a nchor locations required for 4 Track units (2 anchors per Inca Hon) Single Panel and 4 Panel Unit Width (in) Frame 1-1eight 2A 0 34E0 1 36,0 4ZO 48.0_ in) 96.0 120.0 A 168.0 192,0 S Jamb H&S Jamb Jamb S Jamb H7&3S JJ.; 80.0 8 4 11 4 84.0 M14 8 5 H&S 5 11 5 13 1 5 90.019 8 '5 5 11 5 7-T= 9610 8 A A 11 6" MAX, TYP. REVISION5 DESCRIPTIC)IN I DATE I APPROVED NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 2) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 3) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 'MOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HEAD, SILL AND JAMBS AND 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. 5) FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 6) ALL FASTENERS TO BE CORROSION RESISTANT, 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUV, STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT ANCHORING LAYOUT AND NOTES DRAWN: I IM0 NO V.L.08-01882 12 T77ENTSI "A" /20/2012 SEE`2 OF 7 P, L 0 1041TATE OF ry rim ,4Jb X ONAL011111100 2" MIN, SEPARATION 2 112" MINI 2 1/2" MIN, EDGE DIST EDGE DIST. MASON RY/CONCRETE r- --------- BY OTHERS 14 N 1 1/4" MIN. EMBEDMENT TAPCON APPROVED SEALANT BY OTHERS 114" MAX SHIM 1 X BUCK BY OTHERS, I X BUCK TO BE PROPERLY SG CURED 1/4 TAPCON EXTERIOR -K- 'X'- INTERIOR TAPCONAPCON APPROVED SMASGNRY/ CONCRE TE By OTHERS By OTHERS 1 1/4" VIN. EMBEDMENT 2 1/2" MIN, 2" MIN. 2 MIN, EDGE DIST. SEPARATION EDGE IST. VERTICAL CROSS SECTION 2 - TRACKFRAME INSTALLATION 7XBUCX MA'S0NRY1C0NCPETE RE SID's DESCRIPTION DATE A,'—QNE,0 1 1/4" MiN-1/4" MAX, EMBEDMENT SHIM MASONRY/ CONCRETE BY OTHERS TAPCON INTERIOR 2 1/2" WN. I EDGE DIST. 'Q IZ= 2" MiN, Sr. PARATjON 2 1/2" MIN. -11 7 \- - EDGEDIS- I ri \ :71 I U-1/4" TAPCON EXTERIOR IX BUCK BY OTHERSAPPROVED SEALANT IS BUCK 0 BE , By OTHERS PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION Ix BUCK MASONRYACONCRETE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/ 630/640 ALUMINUM SGID IMPACT INSTALLATION DETAILS DRAWN V. L. 08 -01 882 F NTS I-' 12/23/712 7 7 0 E N 041 TaAT:/ OF 4/, 0 RII N ZA duu,./ouuu I BY OTHERS, 2X 3L BE PROPERLY SE 14 WOOD SCREW APPROVED SEALANT BY OTHERS APPROVED SEALANT BY OTHERS 14 WOOD SCREW VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATIONTION 2X BUCKAWOOD FPAMMVG WN. RENT WOOD w JCK/WQOD FRAMING rHERS, 2X BUCK TO KOPERLY SECURED MjJN. fFNT 1 5/8" MIN, EMBEDMENT 14 WOOD SCREW BY OTHERS, 2X BUCK TO BE PROPERLY SECURED R'Els)olls CIESM—DN I DATA, I APPA' FO HORIZONTAL CROSS SECTION 2 TRACK FRAMEMSTALEA Tjok ix —Bu c K/wo-o 6 FR- A M I NG — Ml WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUMUMINUM SGO IMPACT INSTALLATION DETAILS DRAWN V'L. 1 08-01882 SCALE NTS I llATE 1 2/20/201 2 1 S"EET 4 OF 7 2 112" WN, EDGE DIST. APPROVED SEALANT BY OTHERS 1/4" TAPCON 1/4" TAPCON APPROVED SEALANT BY OTHERS 2 112" MIN EDGE DID -T MASONRY/CONCRETE BY OTHERS 1 1/4" MIN, M M N, 1/4" MAX, SHIM 1 1/4" MIN EMBEDMENT 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED <%w 1/4" T CONAP, u9sm 111 11111111-1 VERTICAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION IX allCK PfASONRYICONCRETE 3 TRACK SHOWN, 4 TRACK SIMILAR 3 3/4 " MN. SEPARATION 2 1/2" MIN, EDGE DIST, ETCONCPET E IRS MIN. 4ENT 1/ 4" MAX - iX SUCK BY OTHERS, Stile ' X PUCK 10 8 PROPERI- Y SECURED 1/ 4" TAPCON APPROVED SEALANT BY OTHERS MASONRY/ CONCRETE BY OTHERS XSCRIPTIGN HORIZONTAL CROSS SECTION 3 TRACK4 TRACK FRAME IWSTAJEATION 1X BUCK lvMSOAJPY1C0NCPPT7F7--- 3 TRACK SHOWN, 4 TRACK SIMILAR CATE I A-IROVEO INTERIOR MI WINDOWS AND DOORS Ult/,/, WINDOWS MARKETSTREET 4/ Y, GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD 51 IMPACT INSTALLATION DETAILS -;:P;4, 7A T;OFFF DRAWN 0-fic; NO RE' V. L08-01882 9/0NA1- TCALE NITS DATE 12/20/2012 15"EY'5 OF 7 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 14 WOOD SCREW 14 WOOD SCREW APPROVED SEALANT BY OTHERS 1 5/8;' MIN. EMBEDMENT 1 5/8" MIN. EMBEDMENT MA 7 X SHIM 14 WOOD SCREW 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 11 1 LAI I EXTERIOR A, ,! INTERIOR VERTICAL CROSS SECTION 3 TRACKJ4 TRACK FRAME INSTALLATION 2X RUCKIWOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR PEVJS,ONS DESCRIPTION BY OTHERS HORIZONTAL CROSS SECTION GO 3 TRA CK14 TRACK FRAME INSTALLATION 2X BUCKIWOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR BUCK/WOOD FRAMING OTHERS, 2X BUCK TO PROPERLY SECURED MIN. BENT MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS ORAWN: DWC NO V.L08-01882 7CALE NTS I DATE 12720/2012 1;7c7'6 OF 7 DATE I APPROVED F, Lo//, C, 51 TATG OFREV ONAL: 111111tloI10 1 5/8" MIN. DOE DIST. 1 1/4" MtN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERSRS IX BUCK BY OTHERS 1X BUCK TO BE PROPERLY SECURED 1/4" TAPCON EXTERIOR HOOK STRIP INSTALLATION MASONPYICONCPETE INTERIOR 1 3/8" MIN RENT DOD EXTERIOR HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING 15/32" O.A. 3116" ANN 3/16" A14N 10C 1SAFLEX HP By SOLUTA EXTERIOR 1 1 1 INTERIOR 5/ 8 DOW 995 SILICONE GLAZING TYPE A REVS0, 45 DESCR' PTiON I DAIE I AP,RgEo 1/ 16" CA, 3/ 16" ANN 100 SAFLEX HP By SOLUTIA 5/ 312.TF 3/16 ANN EXTERIOR j INTERIOR ALUMN Sp", 1 S, L", uuv" Sys NE E 5/8" HIT GLAZING TYPE B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SOD MPACT INSTALLATION DETAILS AND GLAZING DETAILS CIRAWN DNG .0 V. L. 08-01882 S"' NTS I OATE 12/20/2012 15HE'77 OF 7 2115/2017 Florida Building Code Online g BcIs Horne I "'q In R"vg'stat'nn "at Fwc!lalge Stats 3 Facts rubhcano;"q F9C Start 3CIS Site cap :.inks S"- 1, 7- Product Approvalru.SE It PWc ;.user ab I I Application Detail FL a FL5302-R7 Applicanon Type Revision Code Version 2014 Application, Status Approved Comments Archived Product Manufacturer Annarr Garage Doors/Entremahc Address/ Phone/Email 165 Carriage Court Winston- Salem, NC 27105 336) 251-1307 ro bert. ri cha rdson@entre m a tic . corn Authorized Signature Brandon Gentle brandon. gentle@arnarr.com Technical Representative Brandon Gentle Address/ Phone/Email 165 Carriage Court Winston- Salem, NC 27105 336) 251-1308 dlandon. gentleCd,amarr.CDM Quality Assurance Representative Danny Joyner Address/ Phone/Email Amarr Garage Doors 165 Carriage Court Winston- Salem, NC 27105 djoyner@amarr. com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcoley Received Florida Engineer or Architect Name who developed Tharnas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 0 L/O 1/2025 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By P1_ 5302 P 7 C,)! _Sta,7,-erjt OL an and KPAr ASTM E 330 2002 DASMA LOS 2005 Sections from the Code https:// www.floridabuilding.orgtpr/pr—app__dti.aspx?param=wGEVXQwt0qunL7seVZMFLLeOOysN2RYes%2bbXzb2LO[g`/`3d 115 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date pending FBC Approval Date Approved Method I Option D 0812612015 11/09/2015 11/09/2015 1.2/15/2015 Summary of Products FL # Model, Number or Name Description 5302.1 Arnarr Stratford 1000, 2000 (M600); Dwg, IRC-6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Arnarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure., t, 29. 71-33,8 Other: Design Pressuree +29,7/-33,8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions FL5302 P7 IT FL,odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports ELUM P _11AE iRK_15-0 —FLIPYt Created by Independent Third Party: Yes 53012 Stratford (M600); Heritage- (1'1950); Dwg. IRC-6016-145-24, 10'Thru 16'wide, Oak Summit (1,1650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ., Yes Impact Resistant: No Design Pressure: +31,9/-37,2 Other: Design Pressure +31.9/-37,2, Not for use in HVHZ. Glazing option shot[ not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FLUML R 7 11 iRC-601 - 14 5 - 24 Ji'a,,,i i i g, 7 - I.Q sea!o g-2—d' Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports fL530_2 R7 A 5-24 renal 7- L,; gal Fif Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6013-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions 5 41Q -2 R _71 I I I'= Q S - 1 - _1 Ira; 7- FL cdl Verified By: TOM SHELMEPD[NE D048579 Created by Independent Third Party: Yes Evaluation Reports rt la 10 _EL n, rLf Created by Independent Third Party: Yes 5302,4 Stratford (r-1600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru IS' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21,611-24.5 Other. Design pressure i-21,6/-24,5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Fu Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg, IRC-6009-110-II.Thru 9' wide, Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressures +19.1/-22,6 Other* Design Pressure + 19. 1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 0-1 1. Draoin 7-10 FL,odf Ven'€ied By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes https:;'hvww.floridabuilding.orglprlpr__,appjtf.aspx')parain=wGEVXQwtDqLiriL7seVZPvIFLLeOOysN2RYes%2bbXzb2LOlg%3d 2/5 211512017 Florida Building Code Online 5302.6 Stratford (M600); Hentage (l'-1950); Dwg. IRC-6009-100-11, Th, j 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for rise in HVHZ: No 5 3C ? R 7 :T Approved for use outside HVHZ: Yes Verified By: 1,OrI SHELMERDINE 0048S79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: -1-15.8/-18.7 Evaluation Reports Other: Design Pressure +I5,8/-I3,7,Not for ,isL in HVHZ, FL5A-Rl A_ _[R 7-6(0t1.,r ot t, 7-"1 5 i2d. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302, 7 Stratford (M600), Heritage CN1950); Dwg. IRC-6009-120- 1, 5,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ; No FL5302 R7 "I IRC_(j,, L012- 1, 2 0 - a 7 j-0 P L2c: f Approved for use outside HVHZ; Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 22,8/-26.9 Evaluation Reports Other: Design Pressure i-22.8j-26.9, Not for use in HVHZ, FL5302 R7 AE ITR-,-60Q9- 120-1 Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Dwg, IRC-6009-130-15, Thru 9' wide. Oak Summit ( M6S0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL-9 30? R7 7. _7-) R 2 1,f Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6. Not for use in HVHZ. Fl 5302 R7 ACE IRC-6009-130-15 Renorr 7 10 Fl_o f Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (1,1950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak -Summit ( M650) Limits of Use Installation Instructions Approved for use in HVHZ: Na El R7 _I, _tR:(-600 j-_L_4r_',5Dtav _fg, Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 31.0/-35,1 Evaluation Reports Other; Design Pressure +31,0/-35.1, Not for use in HVHZ. FL5302 R7 AE FRC-60019-14i,1-15 Rs, Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as Partially enclosed or door is a replacement door. 5302,10 Stratford (M600); Heritage (M950), Dwg. IRC-6009-150-15,Thru 9' wide, Oak Summit ( N1650) Limits of Use Installation Instructions Approved for use in HVHZ; No F1_5 30 R7 1[ IRC-6i)Q4-7 1W)-i s ')rHiw- 1 i 11 -19 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; + 35.6/-42,1 Evaluation Reports Other: Design Pressure +35.6/-42, 1, Not for use in HVHZ, FL5302 R7 AE IR7- 'Ls` FL_ se f Glazing option shall not be used in wind-borne debris region Created by lridepenclent Third Party: Yes unless structure is designed as partially enclosed or door is a repiacemert door, 5302, 11 Stratford ( M600); Heritage (ii,1950); Dwg, IRC-6009-169-15,Thrti 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No 11LS_3()2RL_" Approved for use outside HVHZ; Yes Verified By: TONI SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45. 3/-51.2 Evaluation Reports Other: Design Pressure + 45,3;-5I.2, Not for use in HVHZ. P_ aU 0 1) - —i') 9 - i 5 P, e 0 _0rt 7- i -1 1:L21 L, Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 12 Stratford ( M600); Heritage (M950); Dwg. IRC-6016-100-15. 10'Thru 16'wide, Oak Summit (l- 1650) Limits of Use Installation Instructions Approved for use in HVHZ: No ELLEN2 _R'_-I littpsaievww,floridatxiildii-ig, org/pr/pr—appjtl.aspx?param=wGEVXOwtDqunL.7seVZMFLLeOOysN2RYes%2bbXzb2LOlg`/"3d 3/5 2fl5i'?017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; + 15. 21-17.2 Other: Design Pressure + 15, ?/- 17,2, Not for use in HV,-iZ. Glazing option Shall not be, used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.13 Stratford (N1600); Heritage 'N1950); Oak Summit (1,1650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 183,1-20,8 Other- Design Pressure + 18, 31/-20, 8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By, TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Dreg. fRC-6016-110-15, 10—hiri 16'wide. Installation Instructions ifL 5 3 () 2 Fi7 t1 6 Q I 1_5 LD E -3 v -_;jg 7 Verif,ed By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports I I -60i-L C-1i 21 Created by Independent Third Party: Yes 5302,14 Stratford (M600,1; Heritage (NI950); Dwg, IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21,8/-24.8 Other: Design Pressure -1-21.8/-24,8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 !RC-601L.120-19 Qraed r,7-L- -L;gf Verified By: f6M SHELMERDINE 0048.579 Created by Independent Third Party: Yes Evaluation Reports ffL53q2 R7 AF 1-10arfNf Created by Independent Third Party: Yes 530115 Stratford (1,1600); Heritage (M950); Dwg, IRC-6016- 130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +25.6/-29,1 Other: Design Pressure +25,6/-29,1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302. 16 Stratford (N1600); Heritage (M950) Oak Summit (1,1650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; 4-30.1/-33,8 Other: Design Pressure +30. 1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions E LLIO 2 R 7 '1 tP 6 16-30zLj5 1 12L D, j g- Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F,5 =_ 6cL- _R —R—QP_U t i ?1 F mod. Created by Independent Third Party: Yes Dwg, IRC- 6016-140-17, 10' Thru 16' wide, Installation Instructions L3_.(2 R7 it ',,R C - Q 0 1,5 - L4 12 - 7 D, L,Li 1_, I , LfL .p Verified By: TOM SHELMERDINE 0048S79 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 Ar IR' IE rDart 7 - 11,) Created by Independent Third Party: Yes Cnrnact U& 2501 Sizu, Store _Rqadlallalas%q(yI_ 32399 !!LIL- 350 487-, 324 lie State of Florida is an AAf EE3 employer, (:oo—aht 2007-2011, State of, ladda.: Finva 11 : 3eluldStatement Littler Florida la,,, enra,f addresses are public records. If you do not want Your e-mail address released in response to a pubhc-records request, do not send aIecttonu: matt 1. this eblhy. lrsheaci' -contact the off,ce by bnone or by traditional marl, if you have any questions, please contact 850,487,1395, `Pursuant to Seron I S5' 275(l), Florida Statutes, effective Octoc,P, L 2012„ licensees licensed c,ider Chapter 455, F.s, mrsr provide the repartient with an ernail address if they have one. The rarnads provided may be csed for official corrimunicathin mtn She HicelSee, fiowe,e, email 3,1131hesses are Public record If you do not -sh to supply a pei,torerl address, please provide the Delootroert r,it, an email address nih,ch can be made available to the, public. To dettentinne rr you are a licensee under Chapter ass, F. S., please click here . Product Approval Accepts; It—] L— q5 EHIM Cie'diCal- C-1 Safe https:,,'Iwww. floridabuilding- orgiprfpr__appjtl,aspx?parat-n=wGEVXQwtDqunL7seVZMFLL.eOOysN2RYes%2bbXzb2LOlg%3d 4/5 2115i2017 F I or; da Sui! di ng Code Onj; re https _,Ywww. flor i dabui I di ng, orq/pr/pr__j9pp__M.as px?par am =wGEVXQwtD qunL7seVZ M F LLeOOy s N 2RYes % 2bbXzb2LOI g%3d 515 OL & Nul PEP 2QAcIETr PESIDENTIlL TOP A LEE STRUTS ATTH:lSD E SERP'll ITP` IY I.P Icols NE. AD T P_ 11. t.L ET EAC. crATER ST E TYPICAL TOP FIXTURES 3. 77 NA HA, A NlX K-,* At sckEAS AT ENn AA61 CFNIE STRUTS PEX WAD SCREVS 11 Q> 3- NO I HCAD SCREIS A, I IlGA CARRIERS ATT-1111 EAll. END sT E r-l- IQ C S, [LE 11 LI, 'A, 3". wx NE.B scREws PER c.ADEp e 7-BAIL STEEL. OR .%OA IHEAT - O-L TYPICAL 2UPASAFE END HINOE ITS Ll. EA,l 1-1- `C IANS Al EA jAP8 SP.AC1,ET A S" tk sp, NO, I A BETTER) EA C1.11I STILE PC , CALI STEE, I.DC'sitc 7/w.. ca Ex,-D .7 STEAACAOR z, i,Els 1101"Ass 051-1 T DRACKIUCIUNTtYfG DETAIL I-& TPA. S.t Cf ER P,(X 41 V6, . Ntrt WAD CPEIS 16 GW RCSInERTI- 10, EA HEPD SCAF-5 T x 21DOLT WD AU`5 MACK S AT TKS LOCATNY, CFYXE1/e -20 TRACK SpLa BOLTS & SECL- E 1. -9 5/16' DIA AC 8M. IS S/ tC IAC B - AlAC.ED 10 I.P8 T EX .. A,-Il 11 IA, IALI IT111 TSOURIP, A77n 410 / (1) 11.--20 III ACM SPLICE BOLT & HUT STILE STIFFE14PS *1 LOCAT D IN HINGE HOEE(S) 0. TOP SC-11IfR, ONLY T c 1 END TOIGE GA. A c) SEE ( TABLE 35 01 PPCE 3 Fa ' A STRUTSIRAC FOR SECTION FOR JAMB I.ACPET SIPCING C CONFIGURAT(IN FOP. 6'6- UP TO I.- TALL COORS u' Ts. CLUDING TOPS IOAL STILE: STIFFENER (1) ON TOP SECTION ITAlk, E D ON P14 S "ON mAcArl sill, SpAcl- "TACTO-D IDA CI NCRSTAYCTLD DOTTCM BRACKET to GA THICK ATTACHED v/ 1 > I'll S 31.1 E. t sc.EWs 2- 7-BALL STEEL IEP -ON NIS k r0T CL CONT, S l— - I E- T -A-P 11 7/TE SICRT,SM RrLLERS 61 AEI NNA OR OA- E.REF S-IS 1DEIDON LEAS I 1 +11,1 ESP TYPICAL BOTTOM aRACKET/ -24,8 PSF SNr-- rl ( 21 En.s 0C' VENTS SCOtIS 15 SO, I.CKS TL.. 1APA Nt .W. m NPOP, THE METHOD OF IESrING WAS IN SUBS,'ANTfAL 1CCNFORMANCE MATH THE PROCEDURE DESCRIBED IN ASTM z - 4 -OAN.I.IP - mZA" P OR PSAM REEDNO, TK .AD ANI THE AND ANSt/DASMA 108 THE PRESSURES SHOWN ON THE i ISCONES UNDA E330 DPA',MNGS WERE CA' CULAIED U9NG ASCE 7-10 WITH 7HIE OLLOWING PARAMEVA TERS (5FEE! Or DOOR DTH IN TIfE ENC 1. AIAARAP SET - .1 .-1 ZOLIE, ROOF AT ANY SL-, wIFID SPEED 'IMPH) 1 155 -E41 A Evin 134 , 128 1 PA'AN S--F`A` C-C' `NNE 'D CCAPRCC P NINTS$NA, A SANKCR 1. -0 LoD LE 7x 0s.u;RjE L IB c L± C DD C` AN 1. A- . -PAN `P IFAA '. P LREW4 R676 HEIGHT 30' 15' L-I .. C' _L .... 25' L. . . . I - To - A, " c P 3 v` O S ST LOADS 3 POP 3,; PSv I t FL I= MODEL # 650 OAK SUMMIT TE/DursSafe MODEL #600 STRATFORD W/DuDaSafe MODEL #950 HERITAGE x/DTPIURS&fe Short, Long, Flash & Oak S.mrnit P-l', a I OIAVN BY KJI INTE 04/15/o "U*, ow 1 3' — SIAIII (ITC.TED IN 11,E4- S.1 .1 - -IT4- AF ND -D TE— -,XS le 3 2tlUk STRUT LXA,ED ON IND TOP 501TDA G-ZED SECTSOM A".VED -?, V` X 3/1* NEX K D cENTEA sTTlEs OPIMNAL SEIRT PANEL -UP GLAZED SECTIEN STRUT AND STILE LAYOUTS> ClION (STRUT AND STILE I 0,", D' DOORS 'S , IT 'MRORTA, AR ItcDOO , RS Vss TW lSW 'f llRU9 1 SADAT F—_L NYZr4 OR OUSSCU SEC"ONS APOD JAMB ATTACHMENT TO STRUCTURE OPTIONAL SMCRI BANAL iNTERMEDIATE GLAZES SECTIDN (STRUT AND STILE LAYOUT) T__ _7 A L A tPPT PANEL SLAZING FA TENIP DETAIL N S, LONG PANEL rt, QNAG rAsirNSR DETAIL W,T S GLAZING OPTION CROSS SEQ.110N GLAZING NOT AVAILABLE IN VIND-13GRNE DEBRIS REGION GLAZING FLEETS ASTM E1300-04 WNDO* IRAIII GP' l0NAL Deno WSERT'S I" UV PROTECUONPDD`EFCTqIN RTN, 3/32- THICK SSa GLASS I FLYI zwo or wltm I Lr-Un —BoTu am, awsmw AK QA T vxxrtt vrire rer. R am Box [fl N '. 1— - — E RAMEJ eaa — 1 — MANE MOLDEDV45r) ILC ON B-3- S/16' A 3' LAG SCRt'eS S"'ARTINS 6- FROM ENDS THEN 2a1 O.C. Q i/2' EHADMENT) VAX SQE W YADIH 'Az 4' HEIINT i41LT; UVIA, BOLT 3/ 9 X v STARTING 6' FROM ENDS THEN 24' EC (P, I/Z' FM8FDKNT, HKT StEEVE ANCMLB2 3/8' X B-3/4' START F ON ENDS TREN 24' MS. Q 2/e EMBEDMENT) — ..' A A, 'R r jIWPAHSFT PiD-FAD3/ e' X 4' STARTING 6' FREM ENDS THEN 84' US, 02 1/2' FMBEPIHENTS —T -IARVdj eexr 2.DS,L_ A A, IT A_k_v_LaIlI - 1-1 - I ra SUN'S"N i/ 41 A " TITEN SCREV STARTING 6' RGN ENDS, USE PAIRS Or FASTENERS S, ANAAi " I s IDESIGNLOADS IfF oc 0 Z121 EMBEDMENT) 121 8 ASP ri , jA, ILTI 11,I' X2-3/1' KVIK-00,1 ! SCPE'AS 6 END' ENDS, USE AMRS DD AETENERS (.," APART> AT IS' Or,. Q 1/4' EMBEDMENT) PSF F 0 FEi 7 AAo LTI SLEEVE: ArHCR / P' X 2-3 A' START C A' FAST, ENDS TWN a4' IT-C Q 1/4, Tt S2T LOA,,S ENBIDNENT) CUP, USE FASTE4LAS WON LLI '-W BLE CNI m 3 7 AS, 7 2 ODD 2 3: LA,TS PNr, SOL- S SAN BE COMW RSUAR TO RRqV!rR A FLU- MOUNTING SURFACE PRE'A',ATDII OF VOED JAMBS BY OTHERS F L OY CONCRETE, I iOL L L STqUT,!U k Cj 1 11161 IEIS B. LDI 0 P arr TUNS P. T- 4LE j MODEL #SEO OW SUMMIT w/Du-saf. MODEL #600 STMTFORD w/ D—.Safe 112, AIN k2x,C jmR 2-3/A, 1, i;.] 4MODEL #950 HERITAGE w/DuSaS.f. 1 l__ i— A Lang, Flsh & Oak S.—it Pn.1's 31 MIN N.T.S. TABLE 2 1 1, - , , -ff - -, e,-i,7 sw I I ,w1—TYRO 13' ttl Summtt"i_.25 t g g F ... -- -- „ - . -C--- * 33JPi5f{ EX/ fi0 Y4[G I.E t IIUO( CIXiK3 A§fA6 65 i T I FtR uttn xrec« mucRs/a nrrD alas xttxs n(s/1z rcx IED V-1K 111*6 VAX SIZE fay* 10 HEGT51D 121, 8PSF a 2A 8 PSF LOADS 32. 7 PSF 37,2 PSF F L Ykarr, MODEL # 650 OAK SUMMIT w/DuraSafe MODEL #600 STPATFORD ./D—W. MODEL #950 HERITAGE w/Dur.Siifs Short, Long. Flush & O.k Summit Panel's sa I wow p at I RC- 601 6 120-15 205/2017 BUSHome i- 1n U'3- riot -,-opc$ Product Approval USER Publ,c U;,, jN, Florida Building Code Online x. P Stars & I,bl,canars FBC Staff 13cls Site Map Lmks St'I'ch d > Application Detail FL # Application Type Code Version Application Status comments Archived Product Manufacturer Address/ Phone/Ernail Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL19715- RO New 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonbert- ian@slbp.com on Berrian Joriberrianon slbp,com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAf, IA/WDMA/CSA 101/1,5,2/A440 AAMA/ WDMA/CSA 101/1.5.2/A440 Method I Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https:.,/ vuww.9c.)ridabLjilding.org/pr/prppp__dftl.aspx?param=wGEVXQwtDqtvA"`/o2bxmzkltiGt)fBV5riRNMfoPly6qPaEN%2be8TXyGOYCjAw`/a3d%3d Year 201- 1 2008 M 2115/2017 Florida Building Code Online Date Revised 0 2/14'20 17 Summary of Products FL # Model, Number or Name Description 19715,1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ; No F 1_ 1 • 5 R -) C Ca ate. L;, o r 90 'c" Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: NI/A 12/16/2016 Other: See Installation Instructions, SWD0102, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and F!_197 Is RO 11 SWD002 20.L5_16 j, f installation requirements, Verified By: Hermes F. No, cro, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports atjl715 RO AE PER39,17 SS Created by Independent Third Party: Yes Qrrt3c', U, GO? Blair Store Road TaLlano s,rf The State of Florida is In AA, FEE,) cfnployc,- , n 7 201, 3 ,late St't'n"'I( i—j(uud Statement Under Hands lase, a"'hl addnesses are pubic records. If you do not want your e-mail address released in response to a public-'eWros erj.est' au, not serf", electron", o,ad no this entity. Instead, contact the ofnce try phone or by tiodifforai mail. it You have any questions, please Contact 850.487,1395- -Pursuant to Section 455,275( 1 ), Florcht Statutes: effective October 1, 20t2, licensees licensed under Chapter 455, F. S. must puavide, the Department with an email address if they have one. The erratic provided may be used for crucial canrmunicatian vath he license,. However arnail addresses are public record. If You do out oaah to supidiv a penarrol address, please ar—de the Detcaftnient wrath an entail address which can be made avarlabbe to the public, To determine If vou are a licensee under Chapter 455, F.S_ please click tte,,? . Product Approva I Accepts: C— LE M Cre-.dr Card Safe littps:flww,,v.flot-idabuilditig.orgipr/pr pppjtl.aspx?paraiTi=wGEVXQwtDqtvA%2bxrrizkl[)GufBV5fiRNMfoPly6qPoEN%2be8TXyGDYCjAw%3d%3d 212 LNSTALl, ATICD - NO 7 e , I OW ' 1 f!Nsl AAA I ION AN(TIOR IS RfOWRE D AT EACH ANC 140R T OCATION SHCA",04 Y. N k NUMBE R Of ENSI A I A f OF4 AD C HO TY U F PT C f E IT IS I HE AS I Of M TO N4 NUMBER Of ANCHOR TO BE USE D E OR PRO DO C t INS I A L LA I ION DIE I H MA)UN"E'N' SIZE LISTED. INSTAL,NCIADUAL tOTSIALLAHON ANCHORS WITHIN A IOtERANCE OF il/2NcT1, DEPICT U LOCAIIE)N & SPAt 'ING IN IHE ANK HOR LAYOUI Of TAILS WH,40W CONSIDERAT;QN CIE IOLERAWES; ITALRANCESAR NOI CUM PROM ONE N5IAi LAIION ANCHOR SO THE NEXT_ IZAS SOLID fREO AT IACH INSTALLATION ANCHOR WW1 LOAD GEARING 1 GI1 5) LAAAIGA)MALLUALARIE, SHrMSIAOUO IONE 3/8 INCH SHIM WHERE SPA F (I E I,/ 16 INCH UP GREAT EA OF CUES S4 I I OR (S I SHAt I BE CO NST R US I E D OF H 16 IT DIF N Sf T V P, AS T '( OR BE TT i R S. FIN INSTAL CAT ION: FUR N S' A I I AT I ON L', 7 0 WOOD FRAMs , t NO u I !R yLOO) SCR E W S Dfi ILLLi,Gt kf JfINL k IS () R II11f CON NIO " NMI. OF Ol F P IC IF PIT LFNGT i TOA(E I teVE ", 112 tNCIt MrAMUIA F EA BF[CMENT INOISVOT)CI SURSI 'AT E ,I'S T AU_AO ION LHAU MAIN 1 AfN MIN 3/8'EDKA D,STANCE 6, F RE INSTAL CATION: 10 R I N S ( A I t A IKON IN 10 NR E I At S I IT 1) USE L8 ERLf IAPrTNGSOREW`,, M— RE—A-77-11—MR-7—ON ""YOUT) TOHAA WAUANSTALLATKIN SHALL MAINTAIN ANN, 3/6' FUGF, DISIANCL 7. THROUGH FRAME INSTALLATION; TUBE INSTALLATION INTO WOOD FRAMING tS51 HIIN01 MINIMUM FkIRF[)M,NT INTO DJO0,') SUBSTRATE 8. ( 4 OUGH FRAME INSTALLATION:VOLR INSTALAO IONTHROUGHITT9UO-K TO IEL'AASOVRY, UR DIRf( H Y INTO C ONCLIF If /MASONRS, USE 3,116I NCH L)jAMEIER OW IAPCONOFSUR HCflN I LENG fH 10 ACHIEVE 1-114 INCH OAINi%AU%1, E TOBFCATrNT, INETAI i ATiON STIR[ I MAINTAIN IOU 1 3/4" EDGE UiS'ANCI 9, THROUGH FRAME INSTALLATION 10R. INSTAt .CATION INTO METAL STUC) USE OW SELFTAPPING SCPFAAS O' UFFFCIENI [ ENGTH TO ALHIFW A NL AM ONE UV77—THPeAOSPENETRATION BEYOND Mf 10 WALL O NINWUKA, FOIBEDNIFFIT AND EDGE , DISTANCE EXCLUDE SNAIL PON i t(C UDiUG BUT DOI L MIUO TO SI UL(J), FUAM, BROCK VEDEER , AND SIDiNG 11. TNT,V A110N ANCHORS AND ASSOCIATEN HARDWAPIF MUST BE FRANC OF CORROSION RFSISIAN1 MAI E RAi OR HAVE A COFROOMUC RESESfAN f COATINS, 12 FOR HOO I OW BE OCK AND GROUT OILI EIS R[CX R, UO NOT INSTALL NSTAItATION ANCHORS INTOMORTAR IOViTS EDGE DIET ANCE IS MEASURE[`, f ROM WOE EDGE OF N OCR OR EDGE OF NIORIAR JOINT INTO FACE 5DNj OF PLO( K I J. IN TA (ATION ANCHORS SHAL I BE NPIALI H) IN ACCORDANCE WITH ANCHOR NIANUM( I URHE' S INSTALLAI ION INSI RUC DONE AND ANCHORS SHALL NOL BE USC D IN SUCS1 RAI E A WIT if 5TRENC MS LESS THAN IRE MINHATIM BIRiNGI If SPECIE u By THE ANCHOR MANUTAO, TUREP, 14 NSUILLATILIN A%O-HOR CAPP, ? Q 5 NOD I1800W IS M-RHIS ARE EASE I) DO 0 BSTR TF VIAFERfAIISWIT11 -1 F EQ TOWING PROPfRI4S INCY(A) MINIMSPE C; C I If GRAM I 8. PON( PC TE MLNIMUEA'CCIMARI SSiIvE So'O lRL E G, I I NO SECA) PO C. GROUT FILLED ( EAU UND 5TRFOADTLE (ON1 DRIVE I TLASTOA (,,90 IAUTii DOIESIMUM COMPRFSS!V' STRFNO, L Of S0a) PSI AND UROUT CONFORMS 10 A,INR C 416 MINIPAU" CISCO CON`RESSIV'h STRENGI A Of 2000 FS! A HCA OTVBLOCKCN40 UNIT SISE NIGTIIC(j,'4;OPMSIC)ASTMC90W?TtI M( NIHIOM COO SZOOf" of 20"C"'O E SIEL - MENBAUN4 Y LLD 5 1 RE FIG, H 0133 SET MINIMUM WALL IFnCKNESS Of 418 FAIL {O 0478" 38 GALIGIE MIN, 112 "DGE WSTAN(t r ALUMINUM HOWiMCHNIA [ I Uy TS. MINIMUM WALL TUOCKNF55 OF MIN;/)'FOGE )I$ TANKE SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6EIC IIAL NOTES, 1 HE PRODUCT SHOWN HERE IN if DESIGNED ANN OVINUFACTUR5 0 TO COM1111Y WITH THE 5TH EDMON 201 A I FLORIDA 8U; LDING CODE HBC), EXCLUDING HVHZ AND IMF SETO EVALUATED RECORDING T< ) THE Fou US"INU 2, ADEQUACY OF THE F)OSHNIG STRUCTURAL CONCRITIFOAASONRY. 2X FRAMING, AND META, FRAMDSG AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE Or WIT HRIANONG AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 101INT)ATiON IS IHE RESPONSHIP HY OF THIS ENGINEER 0 A "CHIIEff OF RECORD FOR ME PROTECT OF ENSIALLANON. 3 IX ADD 7X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED E 0 AS SPECIFIED HEREIN. REFER FLYSHEET 6 FOR FU RT;iEI DETAILSOF RUCK R,STALIAT'ON 1; TILL INSTAL CATION DETAILS DESCIRSTED HEREIN ARE GENERIC AND MAY HOT PDPI ECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO AkVfA f E FREIO ' EYE RfQU,RF?AENTS DE FAIL 11S HEREIN, A LICE NEED ENGLETEFF, OR, ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTSFOR USE WITH ILO{S DOCUMENT IN NON HVH1 AREAS IN HC`H1 AREAS, ONE ILPAE PRODUCT APPROVAL 10 BE OBTAINED FROM MAMI-LADE REY OR III S. APPROVE IT IMPACT PROTECTNE SYSTEM IS REQUIRED ON I HIS PROS UC I iN AETLAS MQUIRING IMPACT RES61ANCE, 6 WINDOW FRAME MATERIAL I'VE 1 IN ACCORDANCE WITH THE RID EDINON HIS' WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE IREATED OR SHALL BE Of A DURABLE N' EO:HSAS DEFINED IN CHAPTER 23, GLASS MEETS 1HL RFUUMENENTEOF AENA E 1300 GLA55 CHARTS GEL SHEET 6 OCR GLAZING DETAILS. I TABLE OF LOCNIENTS I SHEET REVISION SHEET OESCPIPTICEN 2 ELEVATION ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL 5EMONS ( NAIL Flt,N VERTICAL & HORIZONTAL SECTIONS ( THINDU6E4 FRAME) NIIE DETAIL MAX OVERALL SIZE CONFITE DESIGN PREBSURC MISSILE IMPACT PATINA WIDTH HEIGHT 36, 84' EGA 36 / .35 PSF NON IMPACT 38" 38, 661, 74' O/ X O/X 50 / -50 PEP 50/60PSF ON IMPACT NCAU IMP ACT 38, 4 77' 1 IDIX 1 1/ 1. 5 11F 11011 1-ACT NON IMPACT 48' 7Z1 0/x 35/-35PSF NOON IMPACT 84' O/X 20 / -20 PSF NON IMPACT 52' 72" COX 25/ 25PSF NON IMPACT 36" 83 T5- O/X (ORIEL) 35/ 35 PSF NON IMPACT 48' 72' 62" IX (ORIEL) O/X O/x 20 / .20 PSF 35/ - 35 PSF NOW IMPACT NON IMPACT 72, 84' CDX O/X 35 / 35 PSF NON IMPACT 76' 62" O/ X -O/X 501 -50 PSF NON NON I 76' 72" O/X 0/x 510 / -50 PER NON IMPACT 76' 77* COX CUX 25/ 25PSF NON IMPACT ED, 74" O/X-Q/ X 35 1 -35 PSF NON IMPACT 96' 74" OIX EFIX 30 / -30 PER NON IMPACT EOA" 62, O/X CNX COX 50 / -50 E15F NON IMPACT P0811 72" COX COAX COX 5'j PSF EEE 108, 64' T111- 11 , IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40: 44 -05'00' z O z 7 1 H uj 0 4 LOT z S Z: Zm P- ` z PLO B, PLO ON Al W Rb t TIN 1 2 MAX FRAM HEIGHT 9E MAX, FLAME Wlf,)TH48" ELEVATION SINGLE HUNGUNG WNDOW MAX. FRAME WIDT-H 96" ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS, SINGLE UNIT CONFIGURATIONS 11"I -- ARCH TOP CONFIGURATION5 FOR ALL Z902 4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX, FP, HEIGHT MAX. FRAM HEIGHT 9E MAX. FRAME WTOTH 48" ELEVATION SINGtE HONG ORIEL WINDOW MAX. FRAME WIDTH 109' TRIPLE SINGLE HUNG WINDOW Silver Line Z vx S 2z11 'C 7114 z M UWG #: SWb002 SHEET: 2 OF 6 2" MAX O.C. MAX FROM OC C()kf 4EP 111, MAX —I 0 C 2" MAX FROM COPNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2" MAX. FROM 4 111" MAX CORNERS O.C. 71 4 112" MAX, ac 2' MAX FROM CORNERS 6" MAX FROM 20" MAX CORNERS 0 c 6" MAX FROM CORNERS 20" MAX 0 6"MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME SINGLE HUNG WINDOW 16 112 MAX 0 C 6" MAX, FROM - CORNERS 4 112" MAX 0 c ANCHOR LAYOUT HALL FIN - TWIN SINGE E HUNG WfNDO 12 3/4' MAX, O.C. I" MAX, FROM------ CORNERS 6' MAX 0 C. 1' MAX. T FROM -J CORNERS 6'MAX FROM CORNERS I 14- T-- 1 16 112" MAX Oc ANCHOR STRAP 6" MAX P/N 50,2995 2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 6" MAX, 1 1— 0 C. 6" MAX, 1 1— O.C. ANCHOR LAYOUT NAIL FIN TRIPLE SINGLE HUNG WINDOW 12" MAX O.C. P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line 1 1 UW4t5 I j ZC) Z ED -' T o Zz Lu "'32 0 Lu 1- 4 cz 3LIJ V) Luty- n I 0, -," ISIN EUfl I k LEW& #: SWb002 CONCRETE/ MASONRY BY OTHERS CAULK BE1wFFCJ CONCRETE/ MASONRY & 2x WOOD BUCK, BY 01-1 iERS 2X WOOD PUCK BY QTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW—--] INS"'ALLATION ANCHOR EXTERIOR lir'_115Z-7 BY OTHFRI, SEALANT a A BY 01HEPS UNIT r"EI&HT EXTERIOR t O.A. UNIT HEIGHT SEE GLAZING DETAIL, 5 1 ICE T 6 1 112" MIN EMBEDMENT INTERIOR T VERTICAL SECTION HEAD - ZX WOOD BUCK NAIL FIN SEE CLAZIN6 DETAIL, SHEET 6 EXTERIOR ,INTERIOR PERIMETER SEALANT Ry 0)] i6ps FXTFpTOP FIN15H BY OTHERS 8 WOOD SCREW TINSTALLAI-ION ANCHOR 2x wooD BUCK BY QIHIFRS SEE SHEET 6 FOR- CGINNNECtIOIN DETAILS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY 01) 4CPS 3/8" MIN EDGE DIST 1/4" MAX 1/4" MAX SHIM SPACE SHIM SPACE SASH REINFORaW, SEE SHEET 6 FOR REQUIREMENTS SEE ',LAZING DETAIL SHEET 6 L, _Eplop a A. UNIT WIDTH MIN 3/8"EDGED15YANCE MIN 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION gg NOTE 14 EXTERIOR FINISH BY OTHERS 71EPIMETE1 SEALANT BY OTHERS HORIZONTAL SECTION 1/4" MAX, 4 JAMB - METAL STUD F_ SHIM SPACE NAIL FIN 8" MIN, EDGE DIST t4. CONCRETE/ MASONRY 1 1/21, MIN BY OTHERS EMBEDMENT A VERTII A'I SE CSTTION L4k) SILL - 2X WOOD BUCK NAIL FIN Silver Line Z LLj cl 4 z T T C& n 2 ILIa mad M to A'Lo WOOD SCREW INSTAI LAI ION ANCHOR NCpEVE/,MASONlPY 17— HeRs C A U L K BET CONCrIP, I F/m A, BY OTHERS Ex"(piorz FINTISHI—___ BY OTHERS PERIME! ER SEALANT BY OTHERS 0 A EXTERIOR UNIT t L SEE GLAZING DETAIL, SHEET 6 3/41, MIN — 1ELGEDISTANCE 2X WOO[) BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX CONPIECI-ION DETAILS SHIM SPACE MIN, 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS_\ METAL STRUCTURE SEE GLA"N' MIN, 112" E(YCE DISTANCE 1 1/11, MIN DETAIL SHEET 6 EMBEDMENT 1 NTE RIOP rE-- VERTICAL SECTION HEAD - 2X WOOL) BUCK THROUGH FRAME 516 GLAZING DETAIL, SHEET 6 EXTERIOR 0 A UPITT HEIGHT IPPPTMFTFR SEALANT BY OTHERS 1/4" MAX, #10 GR, 5 SELF TAPPING SCREW SHIM SPACE INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR ---,,,_ PERlMETER SEALANT BY OTHERS 0 A UNIT wit) TH F HORIZONTAL SECTION 5 JAMS -METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME LN7 _ Eplop ANCHOR STRAP, AT TWIN TRIPLE CONFIG, ONLY SEE PLAN VIEW -ANCHOR STRAP P/ N 50 2995 2) DETAIL AT P16, H1 FOR INSTALL REQ. 1/ 4'MAX Im, SPACE EXTEPTOP, FINISH BY OTHERS EMBEDMENT PRECAST SILL BY OTHERS 3/ 16" 11-W TARCON 4 INSTALLATION ANCHOR-74 13/ 4'MTN'4 EDGE DISTANCE J 15A T VERTICALSECTION I SILL - CONCRETE/MASONRY THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODA IF #14 DrA 00620- 0 4, 0000-1-4 0000 1- 2 0000-1-2,0000-1 2, 3750 3, 0000123 —1-6,0000---1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO ELAN VIEW- 2 ANCHORSTRAPP/N 50 2995 OPENING SEE ANCHOR REQUIREMENTS BELOW, ANCHOR STRAP ANCHORING REQUIREMENTS. A FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW T-APCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN, 1-3/4' EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, CP 5, PER STRAP, MIN 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE. C. FOR INSTALLATION 1-0 WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2" EMBEDMENT, MIN, I" EDGE DISTANCE. SilverLirie 9- 5.111, .3 .9W 151) ` 5 o Z n Z, cL, b z z A m ' 3 7- Lu Z. C) O" P, j, SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCINGSEEBELOWFORREINF, SEE BELOW FOR REINF, REQUIREMENTS REQUIREMENTS, IG VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STKE yw! i (U--ymmm FRAME MULLION ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS, 48 X 72, (0/XL DESIGN PRESSURE,/- 35 PSF 36 X 84, (OIX), DESIGN PRESSURE 35 PSF 38 X 74, (QJX), DE51CN PRESSURE 50 PSF 38 X 17, (0/X), DESIGN PRESSURE 35 PSF 72 X 84, (01X O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE /-50 PSF 108 X 72, (OIX OIX-OIX), DESIGN PRESSURE «/ .50 PSF c- 51 EEL INI ERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATTNG5: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 STEEL INTERMEDIATE FRAME'5MALL* REINFORCING 15_NOT PEPUTREC) FOR THE FOLLOWING 517E/PATTNCS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF SilverLine NOTE ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE, 5/8" O.A. IG GLA55 xi tjZ A EXTERIOR I NTERIOR Z MfN GLASS zV0112" n 13 z 1/8' SETTING BLOCK GLAZING DETAIL I m NOTE z Y. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN P MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. ly SPACING SPECIFIED 15 NOT EXCEEDED. uj vi 2. BUCK MAY BE ILU511 WITH FACE OF -1 HE BLOCK 1/4" ITW TAPCONANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT z 0 DEPTH TO FULLY SUPPORT WINDOW FRAME, — ' w, " LL 1 1k'l * ":% i /, A i BY OTHERS 0 m11EMBEDMENT /4" MrNIN. cn, 0 5! 1112' MIN. EDGE uJ7-- DISTANCE MIN EDGE DISTANCE CONCRETE/ MASONRY 0 BY OTHERS / y li, A BUCK INSTALLATION bETAIL Z 3: z Q DING SW[)002 SHEET: 6 OF 6 Florida Building Code Online FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrjan@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.coni Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y,' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTiFICA E of l,NDjEPENDENCEpdfL_ Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSAI0I/I,S,2/A440 2011 AAMA/WDMA/CSA!01/].S,2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 t996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 littps:,,'/www.floridabuilding.org/pr/pr2pp Oti.aspx?param=wGEVXQwtDquZRj59'/a2fDrx2300PLxr2KHVtY2q3r`/`2b1`/`2fkKQkbg8iy9GAA%3d`/`3d Im 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Profession,)[ Engineer or Architect F-149'S R3 ,w,, L491S of S'j7,djrc-_; -,df Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1/ 2 FL# Model, Number or Name Description 14918.1 a, Model 41100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL'4913 R3 ILIns' 14913 tL)df Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 1491E 1 df Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918,2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ., Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,2 for Design Pressure Ratings, any ELI4918 R3 AE Eval 149131.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149183 c, Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper—' Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any &L-19 3 R3 AE Eval 14913 312df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 cl. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No LFI.9R3 11 Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, This Product is No Longer Offered by Silverlme ELI-4-9 _18 R3 A - v djL 14 912A d fp— Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e, Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fir) Limits of Use Installation Instructions Approved for use in HVHZ: No fC11913 11 Inst 14919,5 dfJ tittps:/iwww,noridabuilding.org/pr/pr__,pppjtl,aspx'.>param=wGEVXQwtDquZRI59`/`2fDrx2300PLxr2l<HVtY2q3r`/`2bl`/`2fkKQkbg8iy9GAA`/`3d`/*,3d 2/5 2/1512017 Florida Building Cabe Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any additional use limitations, installation rristn.scuons and product Created by Independent Third Party: Yes particulars. 4918.6f, Series 2900/4910 P'lodels 2943- Extruded PVC Continuous Head and Sill Tf,jpie Picture Window 2953 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EW d I _IQ RBI? -T Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other. This Product is No Longer Offered by SIverline FL14913 R3 AE Eval 14 Building Products, Corporation (See 149!8.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EL149,3 R3 11 1113', 149118.7_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 14918.7 for Design Pressure Ratings, any F_L1493_R3 Air E/a2 _pcIfl _41LSI L_j_ — additionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars. 141 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FLi3 R3 11 Inst df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other, See INST 14918,8 for Design Pressure Ratings, any EL-IL9j Pj AEEva!1,918 8 cof additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918,9 i, Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL344i, Ra LI InIL14 I a _j_ 4_p_ffApprovedfor use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918. 9 for Design Pressure Ratings, any EL14913 33 AEEval 14918 9__pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL14- )d R 111nst _I499I5_L0,p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent, Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 14918. 10 for Design Pressure Rating,;, any EL149-'8 R3 AE -r I 14918.10_pd( additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL.44Lj_i_Rj ILI FnSt 149t,3 It ndf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: See INST 14918, 11 for Design Pressure Ratings, any El-14913 R3 AE Evalk-19LSJI-piLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No F 14915 P3 Htn t 114913 12 ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 14918. 12 for Design Pressure Ratings, any https:.A,vww.floridabuilding. orglprlpr__app__Otl,aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KH\ItY2q3r%2b!%2fkKQkbg8iy9GAA%3d%3d 3/5 2/15/2017 Florida Buildinc, Code Online additional use limitanoris, tristahaluon instructions and product P 1 1L9' -L' S R3 At- F,, a 1 4 2, n particulars. Created by Independent Third Party: Yes 14918. 13 rn. Series 5800 icodel 5810 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; See INST 14918.13 to,, Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Extruded PVC Fixed Window/Sidelite with Nailing Fin Installation Instructions FL14913 R3 Sj ins --tL 1 1-1) 1 — -L3-0j F Verified By: Lyndon F, Schmidt, P.E. 43,109 Created by Independent Third Party: Yes Evaluation Reports LLLAI lLpof. Created by Independent Third Party: Yes 14918, 14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No E 19 1 sR 3 IL !L,st 1_1 9 L3 I _4od' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See. INST 14918,14 for Design Pressure Ratings, any EL,4918 R3 AE_[vql L4 11 !.4 d' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918, 1S a, Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No ELL1218 R3_11 Insl:_1491 S I i2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 14918.15 for Design Pressure Ratings, any F1- 4918 R3 AE Evaf14113 15 f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 16 jo, Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper` Limits of Use Installation Instructions Approved for use in HVHZ: No EU42A8 R3 jL-Lnst_L491816 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any LFLt4_9 1 9 R I A - Eva additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 17 cl. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact' Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No F ' 4913 R 3 1 11 ns 14 91 LLZ _),If Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 14918.17 for Design Pressure Ratings, any FLI 19',8 R3_AE_E\,al additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149L8. 18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No ELI-19118 R3 11 LrIst 1,L)18.IL2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,18 for Design Pressure Ratings, any E-L-L-1 919_R I A v I 91a 13 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149L8. 19 s, Series 3000/3900 Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No ELI12L3 R3 H Iasi; 1-9 3,19 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any EL149' 8R 3 AE 5yal L491',j,-j Lodf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, https:// www. floridabuildifig.org/px/pr app__dti.as,r)x?param=wGEVXQwtDqLjZRjS9%4fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA%3d%,3d 415 2/1512017 Florida Building Code Online 14918,20 t, Series 3000/3900 I'llocei Extruded PVC Continuous Head and Si"I Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No L1-Lf-"L13 R3 dt Approved for use outside HVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See ',NST 14918,20 for Design Pressure Ratings, any P3 AC Ev--fl 9 LIS additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, Go to Page Page 1 2 Q.ntscLij—, : : 76-0t T—a— Stone —Road Tafla`ob-se-e —F-32322 2'--o- A5 0-487 L824 The Stare of Florida is an AA/EEO employer. goevriqht 2007-'01.3 sirve or FicurdiI, 8EEf-Ss,1_b1ht Stat.men r atf ral Statement Under Florida law, erhatt addresses are public records. If you do not want your e-mail address released in response to a Dol)k-reCOrdS requeSt, do not send electronic mail to th;,s entity, Instead, contact the office by phone or by traditional near. It you have any questions, please contact 850.487.1395. Pursuant to Section 455,27S( 1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address rf they have one. The emahs provided may he used for official comi-runiCaltion with the licensee. However email addresses are pubic record. If you do not ,,Sh to supply a personal address, please provide the Department with an email address ohich can be made available to the public. To determine if you are it iceris" under Chapter 455, F.5_ please click here . Product Approval Accepts: ID El M Cred-, Card Safe https://www.floridabLiilding.orglpr,lpr_appjtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iygGAA%3d%3d 5/5 SERIES 2900/4900 - MODEL 2941/29 "'1 49411491 EXTRUDED PVC PICTURE WIND*W I , This product has been evaluated and is in comrAiance with the 5th Edition (2014) Florida Building Code (FBCI structural requirements excludirrg lhe'lligh Velocity Hurricane Zone' (iiVHZ), 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne 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, Site condtions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS F -- )JESCRIPTION- 2- Horizontal & vertical cross Wort ____2lQJA v-LKjdC1211 lediOnrl 4 Buck & frame anchor4ig Willof materia - ldzing details & components MKX. OVERALL FIN WOTH fyLAX. OVERALL FRAME WIDTH 0 M 2TC) 0 OVERALL OVERALL MAX, GLASS DESIGN PRESSURE (PST) FIN DIMENSION FRAME DIMENSION D1, 0. DIMENSION TYPE POSITIVE NEGATIVE 75. 48"x 77.48" 72.0" x 74.0" 67.0" x 69.0" Of 50•O 50,0 75. 48" x 85.48" 72+0" x 82.0" 67.0" x 77.0" G2 50.0 50.0 99448" x 57A8: 96. , x 54.0" 91 0" x 49 0" G2 50.0 50,0 7, Q N 1 S By KV LiS t- i-14918,2 5 ri Lxi-tlki-OR INTERIOR EXTERIOR HORIZONTAL CROSS SECTION KATERiOt 2-'\' VERTICAL CROSS SECTION 14" MAX. O.C. (TYP.) 2X BUCK MASONRY OPENING MININIMMM 71 2X SUCK o MASONRY OPENING 0 CONCRETE AllCHgf? NOTES: 1. Concrete anchor locations at the comers may be adjusted to mairdoin the min edge distance to morroriand. 2 Conatefe onch<)r locations noted as IMAX- ON CENTER" must be adjusted t maintain the min. edge drhonce to moilarjosha, additional concrete anchors may be requited to ensure the "MAX, ON CENTER" dimension ore not exceeded 3. Concrete anchor lobte: ANCHOR A"C"1111 MIN. ML', CLEARANCE MIN, CLEARANCE TYPE EMBEDMENT BEDMENTTO MASONRY TO ADJACENT EDGE ANCHOR JTW 1/ 4' 1- 1 /4" 2' 4" WCON tELCO 1. 6 1- 1 /4' 1/4 ULTRACION 1 000 SCREW 51,L 112N N QTLSltiL_ 1, moholdn a rniniravrn 5/8" edge distance, I"end atstance, spacing of wood screvis 10 prevent the Sphrcrig Of Wood, 4',MAX. O.C. JTYP) a: z 04 Z. a' MAX. ac. (TYP.) Ty'. (3-(`-- FRAME AN- C.HORING, 2X STUD 2X FRAMING TO BE DESIGNED BY THE ENGNEER OR ARCI JfTECT Of RECORD BASED ON WhND I-OADS AND THE CLADDING BENG USED, 6 M THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Tl IN FIXED ffAME ? 4 ZING BEAD DVERAlL GLASS 5/32- ANNEALED r"gLAZIt4G J)q4.jI, I/Z'GLASS BITE 0 AIR SPACE 5/37'ANNEAL[f) 6- U)t 0; Z'.- 0 Z: C' 4S Z, o 3/4'O'VERALL T1 jK. GLASS 5/32" TEAIPERED AIR SPACE 5/32"TEMPEAED I vt au V09/ !-I I-- " --- I'. v I Ry L i ', 14) Ury2 5- or 2,/15/2017 Florida Building Code Online lit 13cis 1')"'e Log I', Us('n seg stfat'ar Too— 'ILILI,!t SUIln'11C)l stats a racts "Ubh"It'Qr5 "CK: st"ff SCIS Site 11ap L,,ks se—n Product Approval USER, PIW)hc Userdb'p r FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Application Derad FL14918-R3 Revision 2014 Approved Si0verline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 jonberrian@slbp,com Vivian Wright rickw@r-wbidgconsultants. corn Craig Calderone I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Window and Door Manufacturers Association 08/03/2021 Ryan J. King, P,E. Validation Checklist - Hardcopy Received FL1,4913 R-2 -C-01 Cz-PTIFTCA-E of INDEPEiVDENC!Lpdt Referenced Standard and Year (of Standard) Standard Year AA,%iA/WDMA/CSAIOI/I,S,2/A440 2011 AAMA/WDMA/CSAI0I/1,S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E-1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:,'/www.floridabuildii,)g,orgipr/pr__app dti.aspx?param=wGEVXQwtDquZR)59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA%3d%3d 115 I 2115/2017 F"orida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect lja jZr 2rnl' a - - I )-*SP3E,,-i,,, -1 4 Jk -,'f 12'1 -- -oLs-- —1-2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1 2 FL # Model, Number or Name Description 14918,1 a, Model 4100 j 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FI-114913 R3 11 inst 14918,1 )of L_LL_ Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.L_pCf Building Products, Corporation (See 14918A - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 1----- - --------- ----- - ---- ------------ --- - ------------- -1. - 1-,,--, 11-1.11--- 14918,2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any ELI-4913 —R3 AC-' Eval 1,4918 2_pI+f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 3 c, Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper"' Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 43409 Impact Resistant: Yes Created by 'Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,3 for Design Pressure Ratings, any EL14913 RLA-E--Eval IA-919 3,291 additional use limitations, installation instructions and product Created by Independent T hird Party: Yes particulars. 14918. 4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942- 4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Na F! 14918 R3 II In t 42-' 1-3-4-,-Qdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918,4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918,5 e. Series 290014900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942- 4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ; No E1-141918 R3 IT Ins- https:.Itwww, noridabuilding.org/pr/pr-appjtt,aspx?parat,n=wGEVXQwtDquZRj59°/n2fDrx2300PLxr2KHVtY2q3r`/`2bl`/`2fkKOkbg8iy9GAA"/"3d`/`3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1149185 for Design Pressure Ratings, any 3 R3 , t Evai 1 11 S1,51 cdf additional use limitations, installation instructions and Product Created by Independent Third Party: Yes particulars, 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: N/A Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.6 - 2010 FBC version for Historical Documents regarding this Approval) Installation Instructions EL 140 18 R3 K I -, s I I =19 ', 1 -5 P ctF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: No Evaluation Reports EL 49A,-Y,3-AE EV21 149,1,5,odf6 — --- q -- — Created by Independent third Party: No 14918,7 g, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fir, Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 - R3 11 Inst 149118.7. df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 149183 for Design Pressure Ratings, any E'14918 R3 AE LvaLL42IL7-2dif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 1—, --1— --- — ------- - --------- -- - - --------------- Limits of Use Installation Instructions Approved for use in HVHZ: No Ej1=149U9 R 3 11 _!is, 1419V9 9 )or Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any LLI 19 18_Ej AE Eval 114918 8 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FBIA 6LjLTs- LL419 il-122—ff Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other, See INST 14918.9 for Design Pressure Ratings, any ELI4913 R3 AE Eva[ ljsl,_9 )df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 10 j, Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ; Yes EL-1-_19 I a_Rj_jLjnst_1,,19 I odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 14918.10 for Design Pressure Ratings, any EL14918 R3 AS Evel 1-4918 LO od' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL 1491 13 1 -2g-f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any &149l$ R3_AE Evj1_149ILLl, df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918, 12 1, Series 5600 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL1149'3 R3 II-Ing 1-19L32 _adr Approved for use outside HVHZ. Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918,12 for Design Pressure Ratings, any https:,Ifwww. flaridabuilding.orgipr/pr__appjtl,aspx?param=wGEVXQwtDqLL7-RI59`/`2fDrx2300PLxr2KHVtY2q3r%2bl°/`2fkKQkbg8iy9GAA`/`3d9lo3d 315 2,115/2017 Florida Budding Code Online additional use limitations, installation instructions and product r"LizI3.3 R3 k rEva 4913.1 DCf particular,.-,. Created by IndependentThirdParty: Yes 14918, 13 in, Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No 7'"! a 91 ' 8 R3 lT Ins, 149 - 18 133 od f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918,13 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918. 14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R", tI In5, 14 91,314L)f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any EL149113E3 \E Eval 14918 4 odf additional use limitations, installation instructions and Product Created by Independent Third Party: Yes particulars. 14918, 15 o, Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No t 14918. _15-211 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 14918,15 for Design Pressure Ratings, any EL149L, 3U_AE Evil 149,18_15 R L fadditional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 149 18, 16 p. Series 5800 Model 58110 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No El-14918 R3 II Ins" 14913_16_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any ELLI-1-9-11-i-P additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Winclow/Sidelire with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No &14913 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any Ft-14913 R3 AE tval 14918.17 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/ 39SI Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 149_113,18.oclf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918,18 for Design Pressure Ratings, any LL_ _ EL149113R3 _I 1,4 9 6 1 IZd f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 19 s. Series 3000/3900 Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/ 3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EL-1149 18 JR1 11 Inst 14915.L9 ndf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 14918,19 for Design Pressure Ratings, any \E Ejal additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https:, I/www.floridabuilding.or4pr/pr__app_,Otl.aspx?param=wGEVXQwtDquZRI5991.2fDrx2300PLxr2KHVtY2q3r`/`2bl`/`n, KQkbg8iygGAA%3d%3d 4/5 1 2115/2017 Florida Building Code Online 14913.20 t. Series 3000/3900 - Model 3053/3953 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918,20 for Design Pressure Ratings, any additional use limitations, installation =nst^uctions and product particulars. Go to Page ol Extruded PVC Continuous Head and Sill Tripleripe Picture Window with Nailing Fin Installation Instructions 4913 R3 'I! ins- '149t8 21) cl, Verified 6y: Lyndon F. Schmid', P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 49'.3 R3 AE E v a 1 -14 3 Created by Independent Third Party: Yes Page 1 2 p act Us : , 26—()' F!—,-;tou-e_lyoacl Tallahassee sL 32399 !!Lure 850-437_1324 The State of Florida is an AA,EE0 employ,,, Qict rnht 2007-1013 State of Florida.:: a2y2i;t : ,Sca 2mehr : Refund S,ahemeit Unde, Florida la,,, ema.1 addresses are public records, if you do not wan, 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 Luiihttcrnal irod. 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 ernails provided may be used for official frorrinduvicat," rant, 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 vvh,ch :an be made, avidable to the public. To determine if you are a licensee under chapter 455, F,S,, please click Mere . Product Approval Accepts; 910-4 H 0 Credi Card Safe https:!lwww.noridabuilding.orglprlpr—appjti.aspx?param=wGEVXQwtDqLORj59%2fDrx23OOPLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA%3d%,3d 5/5 65 D 0 0 R S Nti 72.99'mAX. OVERALL SERIES 290014900 - MODEL 2941/2951 494114951 EXTRUDED PVC PICTURE WINDOW GENERAL NOTES I, This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as fisted and spaced as shown on details. Anchor embecirnent to base material shall be beyond wag dressing of stucco. 3, When used in areas requiring wind borne debris protection this product is requited to be protected with an impact resistant covering 'that complies with Section 1609,1.2 of the FBC. 4, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x, buck masonry construction, 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS jfiEET # DESCRIPTION I Typical elevation, design pressures & r anefd notes 2 Horaonid & vertical cross sections ve heal cross sectons A Buck & frame anchoring 5 Big of matencils, glazing delral & components E X X OVERALL OVERALL MAX. DESIGN PRESSURE (PSF) GLASSFLANGEFRAME DIMENSION DA 0, DIMENSION TYPE Pos TT NEGATIVEiv-E- 7 LDIMENS' ON 14 ,8" 72,0" x 74,0" 67.0*'x 0.0" G1 1 mmixim HORIZONTAL Ci 08- INTE.RiOR VERTICAL CROSS SECTION FL: <=K Y, ell, > z6z Tw i": rX m mm Shown wall X sub -buck EXmRKOR 11 11 INTERK)R 3 VERTICAL CROSS SECTION av sopvy sill 108 pig 90 02 EXTERIOR LWERIORI 2 , VERTICAL CROSS SECTION VERTICAL CROSS SECTION ez IP of 4 l 215" MAX. n r nyp I ON= MASONRY OPENING SUCK ANC_ MASONRY I 0 CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the camess may be adjusted to maintain the min edge distance to mortar joints. 2. Concrete anchor locations noted as -mAX. ON CENTER" must be adjusted to maintain the min. edge distance to jhoharjo€nts, cdditIoncg concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded 3, Concrete anchor look-1: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1-1/4" 2" 4" TAP ONE ELCO 1/4" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1, Maintain a ornimurn 5/8'edge distance, I" end distance, & 1" o.c, spacing of wood screws to prevent the splitting of wood. I Y' MAX. 2X BUC FRAi MASONRY OPENING I X Bull, FRAI MASONRY OPENING FRAME ANCHORING 2X BUCK 15* MAX. O.C. pp.) FRAME ANCHORING IX SUCK 61 0 6" ITYP) A, tid.5 V, 6 Lk 5 u p z ul; r THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". rl-'},MAIkL Ql) " ME Z uy 6 TI OVERALL ZoGLASS 5/32"ANNEALED AIR SPACE 5/37'ANNEALED w F 1 1 /,0-9/ I'l KV 149 18 '1 5 F 5 Comments Archived Product Manufacturer James Hardie Building Products, Inc, Address/Phone/Ennarl 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@,ameshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie,com Technical Representative Pingsheng Zhu Address/Phone/Entail 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng,zhu@ja;-neshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1, Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity [ntertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P,E, Validation Checklist - Hardcopy Received Certificate of Independence El-1a192 _R-4COI R-O_ - Certificate of InLjtnCe. P,-_)F Referenced Standard and Year (of Standard) Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect f https:/ fwww,floridabLitiding.org/pr/pr_,,ppp__dti,aspx?param=wGEVXQwtDqtsk%2bGnUtj47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbgA%3d%3d 1/3 Florida Building Code Online Sections from the Code Product Apprcval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summarvof Products FL # Model, Number or Name 13192.1 Cernplank Lap Siding Method I Option D 08/17"2015 08/26/2015 09/07/2015 10/16/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other. For use in HVHZ install in accordance with NOA 15- 0122.04, 13192.2 HardiePlank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other. For use in HVHZ install in accordance with NOA 15- 0122,04, Description 1_-'_- ---- ------- fiber-coment lap siding Installation Instructions EL 319_Z_ R4_Et R RQ-253-15 Liank pia al wood pdf EL13192 R4 ITT ER RIO-2557-t Plank -hiDSe ,L_CMPsif DWI-3111- K 3 S h a h, in df LLIIL92 RJ fnstall Cen-Plank ap iding df E1_13192 R4 II NOA 15-Ot22 04,pof Verified By: Ronald I. 0gawa 24121 Created by Independent Third Party: No Evaluation Reports A- 92-CLP- 111 FL13192R4 AE ER RIO-2557-15 Plank FL113192 R4 AE ER REQ-2577-15 Plank tL)0 IaP Sheathma.Ddif 11-1-13192 R4 AE NOA L5,-0I22 04 odf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions L13192 R4 II ER RIO-2557-15 Plank 1Wr_c1eS;P1lj K"g-1 EL_I31_9? _ P4 ILEIIR12_- Plaak to yV P_a_hftajt1_nj_-Off EL13192 R4 II Install HardiePfank Siding f EU3!92 R4 11 NOA 15-0122.04,pof Verified By: Intertek Testing Services NA Ltd. Created by independent Third Party: No Evaluation Reports FL13192 R4 AS ER RIO-2553-15 Plank metal wood,df fLLI3122 R4 AE ER RIO-2557-15 Plank Shine le CMt).LAf i ngd, Createdby Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. 13192.5 Prevail Lap Siding Limits of Use Approved for use In HVHZ: Yes Installation Instructions MfLa-1 YY o_ Qd f VerifiedBy: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192P-d- f Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions LLI 2, 1 -9 FL1319Z R4 Ll fn _ jlf Hjrjte hin I Sidjn df Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FL13192 R- 4 AE ER R[0-2555-15 Shingle E jjj 2_1_ a4 Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions ELLL'jj__ R4 _I I 'Q-Z,5 --21ank f _ELS_ - - tLqLw oj pQLhttps:fl4vww,floridabuilding.org[prlpr_,pppjtl. aspx7param=wGEVXQwtDqtsk%2bGnUu47oqxmaHR iHIID4C,XwhKRqKDf7RrxWwZsbgA%3d%3d 223 2//512017 Fier ida Building Cade Online Approved for use outside NVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVNZ install in accordance with NOA 15- 0122,04. 7 ' > Flank ,,Ln:,le CvU 'f FL13192_R4µti .R Rin_2S7 -15 Pl n t, ;/ ? Alt. ,. C' Ft-2 F? Ft-[ I install Prcv i,- C p EE r_q:_; 3 R 13192 F4 i'I NOA 150122_'27, _f Verified BY: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FI 13192 R4 AE ER R[F-755 -i5 PlrinFme al vi:no! Id RLt31" 2 R=J 7E E,R R[0-, 557^1,5 Plank Shincla C:fl J1 00f L13197 R FlE ER RIO-Z5,7 15 pi nk to A;SP Shea tainpdF r73192 R _ A NQA L5- d?.n.4.,) f Created by Independent Third Party: Yes vae[act is :: 250 t [31atr stone goad TaA tiny _ascee !f32}99 Rhone; 8S0-aflZ kA24 The State of Honda is an AA,/EEQ employer, Laaynohr 200y-2013 state of Honda, c Eti_ val taro went :: heee451bdgy StatPmgnt ;: Rgfwrd Sta[ern aot 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 coal€. If you have any questions, please contact 850.487,1395. xPursuant to Section 455.275( 1), Florida Statutes, effective October L 20I2, licensees licensed cinder Chapter 4SS, F.S.must provide the Department with an email address if they have ore, The emads 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 avadahle to the public. To determine if you are a licensee under Chapter 455, E- 5., please click here . Product Approval Accepts: crOrfi' Card Safe https:;' Iwww. noridabuilding.or,g/pr/pr app_dtl,aspx?parani=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlankO 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 15- 0122.04. 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-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements, Hard"IePlank IZZI-0. Lap Siding JamesHardie Q. ... .. D SELECT CEDARMILCl SMOOTH - CUSTOM COLONIAC' SMOOTH = CUSTOM COLONIAL— ROUGHSAWN CUSTOM BEADED CEDARMILLg # CUSTOM BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. zAiL' RE TtO INSTALLAANID FINISH THIS PRODUCT JiN ACCORDANCE WITH APPL ICABLE Wt-DING CODES AND JAMES HARDIE WRI 7 EN AAPPLICAi!CNiNSTF.UCT:ONSMAY LE,ADTOPERSONAL. IN'UR'(,;',F t:PCT SYSTE rl PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY ' WARRANTY BEFORE INS TALLAT 1W CO I FIRM THtfT YOU ARE USING THE CORRECT HARDIEZONE PRODUCT INSTRUCT IONS. INS 'ON OF HZI G) PRODUCT S OUTSIDE AN HZ1 OED LOCAT !ON "WILL VOID YOUR 'WARRANT Y. TO DETERMINE ifiV I IC H HA RDIEZ NE APPLIES TO YOUR LOCAT !ON, VISIT I.NWN.FlARDIEZONE,COM DR CALL 1-366-942-7343 STORAGE & HANDLING: 5iat "Ind Leer Jryad ')verr j otter S11R4ff,31i`,C 1;,1% [i vzoka( ;-_ S t10! -1 c tor dx- ee iose_, oy miprccer svagc, in nmcllln.,,; Te CUTTING INSTRUCTIONS rj ir t "t x-,l -t .c l c "r Tk'Ll Ir.,f -,Ter_ r kir u a. 2,,,s' crss'! sra 91t,uq Ccrai :i,9 j rar Ci a(! e ante 1,' acc r o t ' t U 11, r zs:iedic,rq !v:f,: w cr i-ocrx! \,vv! e srtt, 1cni J.'a d,e mz'rr',,Wea,; rq 'ef sb e 3 r eset 1rcra e rn, ,d tuXCI " t re-_-r 5 tln,T ;Qu t rc, _Ct-p,, ;v:- Ta t1-10, C- l"', icf. xl 1 I's e J 7'a"S -J'R,,, a q,a, 71ed jqer,s -,r [-ac w- '-am, cir i, err,.l!rx GENERAL REQUIREMENTS: 1 1 1 D ve hi ard: ePiark lap stA-fig -ar, oe nslat!ed -ver o,racd vood of sreei su& spaced a of ?_4` or direct!y to rnilrif-un- 71c i- I B a t c r ee ',,ererai fastening fequimnlents. irregala rtles framirg ard stleathing car, 'nirror, through tt-'e hrisred aPpircNion, information on insiailirg James Hardie tpiu"duCtS over foarr, can be icmeu, in JH Tech Bulletin 19 at A w,,,,aer-resistwe barrier s reqUired x accordance oltr oral Intlilding code requiferrtenls, Tile %vater-res,stive barrier mus" be appioprafely InStaalled penetration and jurctior flastiirg !r accordarce otilh local tiidlng code riaciuirements, ,James Hardie ,*11 assume ro resporsibdikl, for tiv,9tei WHIratlort. James Hard;e does marufacture Harcliettir,'rap) vri,ath Sarrer C t1on-oiover nor-perfoiated rc,t,sevvralfp vIlict,, col p! es clitb ' L;ddwg to requirenrerts Nhen innhing tmas Harme orcclucto 2,11 clea;ance detail, In fm gs, 3-1, 1 MUSt De `001,'IeC Adiacert fllshed grade nl_,St S,()Oe at ay from tf-e bwidfifig n d 'coo bUirlil`C, z,0deS lt,/picaily a :-ninimunn of 6" -n the f'dst 1 Do rot, use riirdiel"ark ap s6ng ir Iowa of tlr,on aprjiicatiocrs, c ncl ;rsiaiil Jaries Haidie procrxs, sucfi 11-at rey may reniain r cortact vitr, slarOrg vIlatff HardieP!ark lap sidirg xar be rstalled or fiat vertica! , vii.1 appitcalfors orry, For iarger projects, includirg coma erc"al and niulli-farnily projects, %,,there the spats of tl-,,, o1all is sic '[,,e gnificart in ergtll, We designer ard; or archtect si, ' oudtakertoilorisderahortOftherMa expaiisjor, and rnusture -,overterl of be proftCt iV ti-c IdeS""il these vailues car be found in lre Tiechirtica', Bu:!•etiri 'Exlpirzior 01,araue.rstrs of ja,mes Hardie Sidqg Pro(a,Ctc" at ;w;vvi. Jan, esHa id ie co DO I',10T use stiw, oiz/alkyd base pa!rt, or powder coatirg or James Han:fit ' P!001uctS INSTALLATION: JOINTTREATMENT Figure 't ta One or mor., of :tie rollo" ving joint treatiren, uo:frns KLih 2009 !Rc X>e`r R17"31 3"Z A xv i'lasning ,imes i-amri;e reco(-i-,enc—) 1, _) c b lulking' (Caudi ing s Iv -,con-iref el: Mad T111 Cr Colo,6 Jus for aes lietrc eascns as !ne no Cdorr) ljs -vill veahef iffere i fly. cci ;h_, saine sails. x no! caulk :tail ivaps an ClOrPIUS Pr0CjUC!S,) Iow; 0 '1,' pinler cover Figure I Double Wall Single Wall Construction Construction tef it irier i, P ' I uSe CST,X',LP's cilardio"y" hmp hlVher 3C. t,onsul jas "ardie at 1 -866- WARNING; AVOID BREATHING SILICA DUST rl -t!s'x Ijr ,r Jl Zo: hn(i .nz' !;- l i .;oil,.;oil,E) tl', A Qjr,e i "A ti1,t,-1,1tF :o;'nq ,I "nore ,o a sa,,- tit a If w c, 1, 0 v M CLEARANCE AiND FLASHHNG REQIJIRLEN!i NTIS Figure 3 Figure 4 Figure 5 Figure 6 190of to Mail Hor zontai Fastli!lg K;ckou* Flashirly Slabs, Palln, Steps to Siding Flashing As requiredZ-Fla'b""' by IRG code min 4' x 4" iMini IV$" Do not caulk I \3 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding GLIrLer to Siding Sheltered Areas Mortar/Masonry 6" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension 7- ti7 ': pecuriment!"of ir 171C! Fla 4" Din,' Tcaulk iI FASTENER REQUIREMENTS '* 3 J 10d, Nailing is t,e oreferred melhod oil insrall,'Ilon for HarciePla;'k' 11p Si, in{ 'p0dLiG1s, Face nailing 5,houlc :)nIv Dle used ',v!,ere qim'ec! by,aclp `or nigh are _ Nnd na lease see !I -un 11 7 for exerrinflonwhen d3 nga ,.up air). .areasardrmSfnetCeused :in ,unjunctjon,,vjth , I ailing '- I -i 'dle pain. Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siva na1 i'C09" shank x u 22 HD x leng} 71 " HO x ,25' lc-,91 ga. abou, #,"iejj (0 ", 21 " S. a:jl, X 0",1 Screws - Steel Framing n' ibtea- Naier-head or equivalent (Flo 8 x 1 1/4" Iona x 0.3,75" HD) Sc:aws must cenetrate 3 ) thm-ads in metal fi inmrc, Nails - Steel Framing 77& FPaneIfas; Neils msstoe!etrste mir*nurn, 1 Imo mete `rafnrng 0S6 minimum 7/16" ootog nail 0,1, 2 - ank x lu,371 ,' x 1 755 Ion S bhec Yvafer-head or equivalent Nm. 8 x 1 -5,,8" long x 0,1277, H3, Figure 15 0 a, 17T47, FACE NAILING Nails - Wood Framing Pc1 1shank x 0,N 3 -, x 21 loingjic " '-" 90 7" 04idingnail10,09 shank x 0 22 HD x 21" iong) Screws - Steel Framing uole- iiead or squivalient ; No. 8- 18 x 1-5/3 ` long x 327 itnl Scr:,4 s unust oenavie 3 1011r,,ad's into met ll rr,,,,o1W91 Nails - Steel Framing F Pin or .Fail i\,. lent 10" shank x C.2 5" HD x 1- i ?" Grg, lials muSt oeneullt= n,,iriniurn if ""etal OSB minimum 7/16" ng na, 1 1, 0: 9 shark ,< 1,3 2 2' D 2c Minimum overlap for Both Face and Blind Nailing 1 1, 4" U, 21 n3- rurl Laminate sheet to be removed immediately after installation of each course for ColorPlus" products. clanS 6, 2e ,, Te,a, ter "'nal 9 r kOe ni,-: fa:_.nei- i-tis: -e 2 Ss j HS', 11 19-2 4 6113 GE,,N,_-_19AL FASTENING REQUME,,NIENTS 4 0 MACP I &say qMIKw 0 ywek no nw y "my 1 W qln me we j only x 1 aax: j&TWxnVA aran"n I S! sAysWu -00 Vroul nallyl y mny,,, arl,n ,:e wanzwk yol 4WD, ores pomp j,J,CtS lcs!,,e "Cean, iarje Mo. a was a a aq "Via; draws AndiniTs ct VC anc VA xcm,nmrinnc sExe, moves W40T pnocal NrArs z P"em !ren coca 1W a ?A CUMM FUWVS Mo 1 OX- acs!o sf-serlaj,q -;ea o! ,,jxd,;najl ce cf ,,'Joced zmc ,sated olunkm smal a Nown 50 "d n sconom; y 319 X 73 of BC 23to-t 9 ; MW Mule prodmi ambano or ismg V sorwrassys Im am olawment I aclem Suave O&P,mm yals NOT Kdow sm has no in a aockaye m all arms woo Mal BANg ass 11 ,n Zvoc poshown conssR am* W, Mrlxrr WAys I XU I e UWre of a5wraue cm-ohame ;own-emX&I Drive fasteneMpe!sendc-Ja! rc, midillane :rammnij. Astwer Vinds rimid I awg Nams all Moil Waca ly V Do =lot 1)4ei efive nail rpadsz ci 'rive ;lailsail all angle if Isil It, arinsf'SUnk, ml!-,,ajl ncle ainO ado a--lail (fig En For woc Tarm, urvar imen Als OuAl olt lom x A clank at a orn-,ef (5,ni ssel fraa-m j, NC TE Mona a nwial meims 6 octet AHOW Oak ce took MM a.wire mg ro me Stamm Moser Me Lc As Aha-lcj WWM M CA m amod snarld my m und Mmn Vaclord A W AN N im Malmie Do not use alLiminLim fasteners, staples, or clipped head nails. 19 ME PINEUNUJIC FAST Eia 1 N (G T- two ywwl W"Von no: 1 5§0 0: Vn n N-rvz," jnmrw nryng 0 TToj W-yyync A 11 zozoi 30 n.o sug An in au. no r a scr, A Am nxl rxn4T a T. wm=x ni ynand "mawc -ww aH Nin :a- m w? nk labs TNw 0 sywg Na UN xpm Dnes 15wh onus winq tat awar cmas to at We own shm"ah icy am a SM0 too wrrel Des ny 12NV Tr TSAW 0 390 rarn3l as ai) jill vacmsxv, S) 120 sic ton. Figure A 9 & wils -all Figure B 110 NOT Cell (:nve ';ails 00 NOT staple INEMMUNME DO NO me WiT A3 4 out oani- V come cull! an Am* We Wics jar Ts amia =3 no 2manso Rqhn 180 cqs's ;rmec Xommsn'd 90 "J'a,"s ffo jrm'driec 10CIo 3cl air; .cccoais A is cut w9n No For sockaton ins wtv m pin! mamfmmrx3 inkmons, mn Dell N I nwnrWrOwa A ady a qra7 a CUT EDGE TREATMENT CUk pUlt orerinne all do cl mgm Was Faw bacNA Mo xe ecaired tG t0len-JP C10101"PIUS 101*0'CldCLS. 0 300= For beg renAls ise an ElasInmerk MV Sell unpry W AMll C92`-r Grade NS Class 25 of Ncinet or a Latex Joint Sealant corn piyinp,,,iri, ASTNI C33, 4 Cc dlfing/Selant MUSt be apciieo, ln, acc;ordanceojit'i te ca= WseahN maluldne 1 wds imnawn Nate: CS Quid as well as some other caulking manWntwus do not allow Wing. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE cam made to open when ImclIq mw mmmg Arms HWKB AloWWO wadws Dwng instmian me a it mh &m a so ann v yemh Ace so ToWe Nnollsvx0on 1W IR on Me pnond.tMn We W a gwoen hoe, 9 a 90s, saamas mxl V heat inq Me CArR, Wnw5gy `ic,xn-,;c 3hoaldce if tame gas acara ;Can -a Tpoce me away area do mw HwGlut Ian; W sn Am Alamw wmncw, Lalw@W sres muw onamo,ad mmedway an nNstor of gion poise. vernmate onnno-y cw agn to mv inve pasm a sawk Cwr ma_ en swu me sallan wo xv cowsrs nrodw: sme'- w WN1, x, Jaymy = non jOg me WOW 'eOxIcy ege mass ows Am xw Como yxyci,_,eaIel Note: camps HarIe ices it *arvlM Me r4e wMa oary mW-a or onits uwd as u"wu on arnes HWI AbRo pWw',s P!sclPr-lS ""! i0lars-arance a ovoname xuW Am me I Us so Tan a cmms-,r cams bed as mama on gnu Sms ME =n A w se wvnec uncter Meames PAINTING JANIES HARDIEs` SIDING AND TMM PRODUCTS WITH '120LORPLUS' TECHNOLOGY Ann ymnWN Gonfru qwxj5 Hanaa corlranfts me "lang SPAY afaca orgymAx an MO= axkaw) Emns Me arace A deam &, arra &H of my mrss. W T Acma, Repring 1 nommlly nor necessay 10% scak moccas NO -, Im,>:aw, lase caint, omol.!er .,ztng of, ares Act, Wn = c xcucance Am oarm j nummer; moo nwoms awwq m"ge mpown mmus no CC i,10i _'mrik', aii on ashng Auto ocap on 0 me OUR, wag a amor My 149 :9 PE C','D V E- G E CIIHA, R T! TE S T 1 MA T I iXil G G U 1 Ci E Nitn-f— D z 4 ,, COVERAGE AREA LESS OPENINGS j HARDIEPLANK' LAP SIDING WIDTH 4 4 1 1 a, 4' 2 I qft, exposure) 4 1 4 15 14 13 3 9 e 2 c 18 41 28 4uc 4937 2- 0c 3as zc, 4 71 53 J 20 Co 6 8 S, a5 7; i i- I i I z2 i 1 88 88 8 2CC, oG> 33 i28 119 114 J.-C ico 225 i8c 3 29 113 3 1;; G 1A8 113 125 25 93 7D 220 3 1 ir3 18 138 32 12 KID 240 2m 192 178 i 14c, 1 - 325 26C, 217 193 i86 1-3 21 35u 28C 233 224 207 11 co 717a 44 375 30C 29.3 C, 222 214 i88 188 a e 4Q 320 2b7 2 6 23-7 229 2CO 200 17 425 34C 2831 272 252 243 213 1113 8 18 4' 3 60 3CC 288 2,- 7 2S7 225 225 167 i9 4 38C 317 3C4 281 271 238 238 7- 2C C 100 133 320 296- 296 250 250 80 ioveraue aO is n ean1 is a gu, :e, Ac- at isage 1 , n issLA.jecl iowarsables uch as; oujlcing design, james arcie does m ss a:ime resporlshVlict ox.,er or undler ordering of mcluc' CN !n a : CC ES E4aivation Reps O ESR 2290, HarP&,,Ki);ap Siding s wcqmzm is a sudacde alt-maie i3 tac se6fied w: I c 2,'N.20G9 32012 im,.rnazittna! Rescen!0 Code r)(Cne,- and Twc amny us of it ys. anci 'be 20,06, 20U9, & 2Q12 Memadonat 3weing -iwdlePtanK !ae sidirg s afro qm-,ed v applicau0nm h- fslawneq Report No 48C2 Slate or 01 da itsigig R,489 Oad'. :tiny %nda NOA. 'to, ; 2-0729 2, ,) S Dept if -iUD flat eftais Ra[e.ase I 26,1c TexasC ep"Ment it insurar. pmd,ul-i ElaiLation :-,,--23 it mem ork MEA 213-93 M , are Atomla DSA a,, toe These ,,Ioc mms srould also be -Onstarea for a0dinenal rifomation v cfxermng ;he s0abAirt )f thm Dmid1=1 fa, z,cecific 20 Q jarles Hardie IiOdw, Rrodurts, Ail rots resered 'Additional nstallation Intcrmation, M Sid IN ,racernarks r reg;siere-j tradelraAs of 'Alarrarties. and Warnings are available at k,Y-'e's Hardle edhnckqyLm)ltcd.a r,gisl red zm.,!e. man, com JamesHard www.jamesharcieie are, Mt xatr3dcmark f ET &F SySa-s 1% m HS11119-P414 6i13 FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc, Add ress/ Phone/ Ern a i 1 26300 La Alameda Ste, 250 Mission Viejo, CA 92691 909) 349-2927 pir,gsheng.zhu@jarreshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@lameshardie.com Technical Representative Pingsheng Zhu Address/PI-one/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie. cam Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng,zhu@jameshardle,com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Cigawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. 1ti Validation Checklist - Hardcopy Received Certificate of Independence QCi RIOT ar'lfiqa _gf Lnd-, dencen d Referenced Standard and Year (of Standard) 51a n dUA Ye r —4— ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Er.ury ASTNI C', 86 E uivalenc, I;irn,-rl ndf1 -1 https:/Iwww.flofidabuilding.org/pr/pr—app__dti.aspx?parani=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YuS`/`2bAvrIW7KTav2gCcCpg`/`3d%3d 112 2,115/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 5ummary of Products FL # Model, Number or Name 13265.1 MardieSoffit Panels Method 1 Option D 04/23//2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: N/A Other; For use in HVHZ install in accordance with NOA 115- M104. Description MardieSoffit Panels, Cernsoff t Panels; fibercementsoffit panels Installation Instructions 5 R2 fI ER Rrr}-2:3?---j Soffit nracrd etal,nWf FC13255 R2 IS €nstall MardieSoffit Panei. df FL RZ Ii NOA 15-0122.042df Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports F 3255 IP2 AE ER RIO-2554-I Soffit wood rnLalkpdf Ftt3265 R2 AE NOA j-4t2Z:_Q4_pdf Created by Independent Third Party: Yes Q4aact ds :: 260I lair t n. R d Tallahassee JFL 32399 The State of Florida is an AA/EEO employer. C'ei2xnaht 20o7--Oil Stu e of FI ri 2. c_ Prtvac Statemenh :_ As-0 ( flit tatement r Refund Statement Under Florida la,,, email addresses are public records. if you do not want your e-mail address released in response to a publicrecordsrequest, do not send electronic, mail to this entity. Instead, con act the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(2), Florida Statutes, effective October t, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emads 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 licenses under Chapter 455, F.S., please click her, , Product Approval Accepts: Credit Card Safe https:;:hvww- fioridtabui lding.orgfprfpr_app_dtl.aspx?pararn=wGEVXQwtDgvR k6bsvZ66FOM z7xGPgkne9YuS%2bAvrl W 7KTav2gC cC pg%3d%3d 212 Florida Product Approval HardloeSoffitO Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2554-15, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements, HardieShingleA-Mr_a Siding JamesHardie STR',,L',lGH' ED(JE, Sri -,,G,,GE._iE-D ._DG:_, HALL - c-'00,N0S 8 INDIVIDUAL SHINGLES &PEC7 VE SEPTEMBER 2013 K W.A70 40jaw Qj S PILL A on :5,2 3-Aul 7, 1IMPORTANT FAILURE TO INSTALL AND FINIISH THIS PRODUCT IN ACCORDANCE WITH APPL;CABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION NSTRUCTENS MAY LEAD TO PERSONAL INJURY AFFECT SYSTEM PERFORMANCEVIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANT BEFORE INSTALLIAT !ON, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE" INSTRUCTIONS. TO DETERMINE VVHCH. HARDIEZONE APPLIES TO YOUR LOCAI !ON, VISIT WAIINAARDIEZONE.COM OR CALL 1-866-342-7343 (866 9HARDIE) STORAGE & HANDLING: W MAWM WMAV mpg W a samw 0" WW it mmqR M mm pni Am way ar WF. Nwo elm Mv nowem ow bmmay. knas 860 A no rACUSUe Wr IjWp owed q nymN nog xswu.air m GENERAL REQUIREMENTS: CUTTING INSTRUCTIONS manR5 NMV alN Imp 0 TW an . am Isms, WM nua arl,,U,ers r.ecfkrs iiLa cm M T"vMq wlds a by smm a"Ma Can C I xammi loam Avioaaw momm awd Do awy ".I ow ms a ow Wows an n a, na'a av I -alems mr y P." GUS GO A'nnq TUB -MML MOT 9 ONW&C py! " " Ing to U r n-an wal ma rElp U. a pwx an 7 was OVER Loa -afs NDY 0 vuv nr ice _e,rmr Oven: X, may egratR in 0=31K wxwN W"-w"was "q &&,A =q ,Co_: MW 0W,, N09--:tcntn' l.'d al;r"acr'L Car '."' zad r ' facxas 0 lr!ns Jusi moan;'s M('Eue rafracn ' av'L"x!e a mn amrwo my w kv a wxvt vv -m maw an wre, -,,Tcd -a "A's nr' fCq'_Ufs -ar,sf atAa't .Y "CL, awwn"WROwn rww"r HaM&SNnge AAq can M NOW va ows wxc a wev lot:.ire cac a momw Q 20 no x vap m mmirmm 71 F Wk shevvNng Sm grerl falving aqwsments Awnwan v if1SAlAg awas KAY brduvs can W can ce kcancl in JH Tech Bulletin 19,T A 31die cc,-, A suer a allso in mcn-mime mT kcal NNA1 val maxerTins On wwar isshe La x rum be agrgntet irskiia: cm:i yonerawn me pnonnasm, a nalanca vT to bling mm ommemems. james '-arciesvill asodre nin nesmnsKy fv wasr mhoraw Arws Hjf'`;'ie ""Ces V'-' anuf'OCtuua HZCjieYL)2P k'eaoie, r,arue; a mn *men mniWana hmsawmci u0n ,I es son making W momewero's Who elf1mg Amy Hama 1=1 A yea la.,, 2vak hi Is 12adi 6 &7 moke hobvem. Aoowinbew gwe mWomemay Am MeNiildinq MamunnowiM kri KiNg now DvA moM Amu Hamie VMma mo MW Mq my MW 0 MMW wM shmW9,,vaitei Hw anSwoo Siang may be fivalla! mWaW W apolicadens only DO NO F use tamalhalkya base pamt v xvidermaung on,,'arnes Hardie. Pokjucs CLEARANCES two Adq Md ;Its mkxv itl CWThma MM hCW WRMg erne ismusmems for temance hMmen he Wr om ebg of the Siding "':10 v mpum b0m gme. Figure 1 now tar tavr vg vwwm Awnawr ) r- lar,,iehrac Winfain a mufmar " - 2 Wanxe mmen Jams Hmse pmuca and pan a er, s and Jrivo,iays, Figure 2 i -2 mi.. Nkintain a minimum 1" 2" cleanance ; etv%"een Aline's Awk yroWs me deCAg mawial B., UMA am, "Mx 1 some sr xe) T it AMCWM ofthe 1S(d In ve!701 SWAO& smog MW caumermsary CIne mWed jr Me rwhng mWaco-wrs riMMUM& prome a rumun r Z' weafince ceween h"ecefling arc ac[ge af Me Wig aid An gm zs nun. WARNING: AVOID BREATHING SILICA DUST CJNCISXINIlfi MPTA MAAM Wn" ho S qv ms SMAJ *am e Mons I wu vp A 3 Am sw b" gn 1 v W25 ": want ma Wq maw nk"Mmis PC 0"m,.. .nh mO,.e IISK) CMN WHAU A MOWg Z 10, f AMON lea Oth OW WW". ? M he "W! MXV Tr 001"IsT Moo OX W,Ve UW J HanD. 0 no Ma. meaimm NO NP5 ey %v-n1MMvmWhxWMTe to yKa Mass, Acq ion.; MEN numv WAxamms an qrw"" xmr we! Amu OUT An Am on i as mi-Mum a- x i -%1 102 7K PLAE 7 TPPE 7 nP XAMnS I&S nur aw,e5 "r `i- "c x kits too as, ini Figure 5 c gurie.r aml end cap iasroa 7-149, =011=2 FigUre 7 KICK OUT FLASHING peai' Oct 'cne tf;he:noS- DO rcof must ce "ashe'd %vrh --.ec !IasniIFrc, ,, ru` ren jM o -,tss frs7,111 a, x1I,,- 6, 3 Me's IeMlw, mz S all sxepie Figure 7, Kickout Flashing f r n 1n wrm Ing tienind 1ie siding aerio! ai it fV C;-, rseruori.nstall a ",,ckcut" as rsquired by IPIC ccdq RT,1523,3 , 'ashirg s-all me a rmn. of 4 higr and 4 ' Ivido. Ames Hardid ra,-,Umrnends the kckout be awgled neWesr, TRIM CONSIDERATION: BLOCKED PENETRATIONS Ixkness i> "areis l ec1h 3,1 OW, j n I v o r ire 7` 1 e t: II '3 1 s self " I" a a 's e L I:, s a r I I " 1o aveal, ;fa,,,, JIiuno1 :r,f,,- ue,"AII 1 JesreC -,U) "I"'ce f cacti ,,, w"r,e" FQK & Di a! g sl ias dr,y-", 'Onts sn-Al"d novIe a, -,lo-k 1 W' 3f0LJ'G OCIot of i:en--! "lic-, FigUre BA Figure 813 Figure BC,_. IqUre 8D GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' To (anter- stilt, 6t •,c:Jf of vcir GE01,le an,1 s;,al, a aA lk-,e dc,n Sr foleas R 0jt 1 6 ' c toth I-ft and rhe riont n Ia I Is centei itne ands;ap a cault illiz, K 1 rIeascv.a or) 2' if ' vou are off ti roof line c 7 ii Put aie ScarMl,acove a l'afic ocarct be 1 s `, kwoir of . lout 12I stafte, sari{ a! i'lia! lk— I,: 'f 5) Piace yow 8 Sta!lal COUISe Ootmai it el "ill trie Oorlom cf '.he Ora strip F) Set your first ow of 'Shingle - starting the first piece at the vertioal line left of icantz,,f If you are using staggef ed edged shingles Trim down the first toy,, to the shortest Pingle lengt1b T Dnve nails apuioximaelv `,/," aectfs) Kev w4lis 5 cer full ,anel Ma4l can Do e0hel one of Oay I.,; Kev%vay '0 avoin sniners) EX' - I to Dois snc,.,t nail olacem,?,n! Measure x 7 ' %rCh s- alglit and 6 % sIM Stagge(,? "age an,, --atlk !ine to g,- uzil' eXnCs1j; e 9 he S=CCflV trill SiXT at the c-emer Iilhe te ne --ird cry :,All siaf-, at rhe II rightcfcconrAsa'c .-/c fi I if va,; .jp ire aaOle rnaK-e sure you Keep, cur t CUS ;tc kj oill il— .Pc ces I -a! enaes ae gcole :-X-, 1211 E-igas Ganie ousting into im 'eave 3 1 ,8 ' Gw Gi nowse n"cver-ketil anc, Caulking) 1 "1 MaKe S'!o 31,;f"" --,ic!mg ,n me Sf -Ill oiec,,-, ,a he, ;,,ges Oc ict _ise a I -,ail io ins!aIll Figure 9 Figure 12 Figure 10 I' G, X Figure 13 em to in 2 1 y Figure 11 z '/ Figure 14 HC"i^11ic215 M IHARLDIESK"I"GLE STAGGERED EDGE PANELS INSTALLA-IMN Figure '15 g r tc, -j'j ii: 't-"'t Parels 1c lminrj a l(] c f P A HardieShingle Staggered Edge Panel Insta Hation lns clll -srdieSjngle Lane s h icuirs nut'ed in moderafe o" U'Je C 15 7, 8" Tellacrmg Of 1ie icjws, caAx s :,v eXU"Pl %No8le Dw trio? panel noards, ffigs 17 & 171 j<inytvays, do ;,is,- fine up on sulnsamcoi I-OUlseS, inspail a 1 starter srii- hen rsl-all a 8 vJce iaP lGlntj Soll-11f, COUf S111 2) Place f of panel so that panel anti cntei s over stud. Trim panel :Is n'eded Rut, the m:, and into trm as Voo,tr ifigs 15 & 17) When instAing cver a Oarc ro-im "'r 4 1 /A H f At- f! h min, alive ca, Jk carrie, shea!Nng DO NO- NNIL HROU( 6" THIS AREA + jry j 70 al Sur Ce, eaVe Wit) 6 G V- , 51 J .1 Q "n. course trim irs, panel f I SpOureQanel, leaving 1, 8" gaip for ca;ilk at ct im aria continue N'le course t f o nit -enter of Hardie Plank starer position nails an nail line and secure into frarning furthest stud Iap aiding stop along the "eall. Only when application is to minimum 7il6" thick APA rated sheathing, position nails on nail line spaced a I slar, thesecot-ir-l" mt, -Ine cur"llew of one itill stud rated 14" is c. Allow 3/8" from boner edges maxi um ofcarr,, Gr 241" OQ agair, abutt'Ing tl,.e cut end into the timl f i g s 15 3, 17 i Steps 5 9, 3 his is I ' o prevent putt neieMijorl. Pete.- slert J. 118" min. gap for caulk 5; oller: the MOM' COU!Se, 0111 removing me ql,flktulCllt Of 1,0 hill Sl',Kf c1 av'tes gigs r & 17, puC rapecjt Sleip 6' Continue up the vvall reo,alirlg ste[,'s 2 "il"Cugh 6 in[il -rosife,'i rleigl t is eachpd i i third I 1-1 Note: For aesthetic purposes You may trim the bottom of the panel to create a straight I L7 edge. If doingso, ensure all cuts ends are property sealed and painted ( fig 14) Figure 16 1l. 1i4" gap, Do not caulk, band board HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE Paneis ror sioe,,vall apoliriions are available in 48" lenalIhs, Pieces needed fOr One squale itijosqfti of mocuc! ',overag3 it a I nnaxknurn 6'' ,'XPOS] LliefrOfn :he lct,, ,dge ol Harcie'ohingle loanels in st lil,secuent cGt it iiefer -,o Figure 15- 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PAINELS INSTALLATION kla nnium Exposure of 7" REFER S EAGGERED EDGIE 10fiS A BOVE Figure 16 Sus 33 Trim I,'$' min, w 1 6" or 24"--1 water-resistive'nin, gap to, C barrier gap for caulk sheathing caulk I I I I : 1, 1 1 --- T - I I third 7" L course st T C0NpT4rtrTr-"RoriGr1 + Csecond7" T Course + pacfefS :4-3fs" partei s- I first second tr!nn first panel SO, center of HardvePlank starter course I", Chest studlapsiding strip position nails on nail ine and secure into framing Only when application s to rinin-turn 7'16" thrcK APA rated sheathing. position nails on nail ine spaced a maximum of 13 3i4" o,,,;, Allow 3iS" trom panel edges HARDIESHINGLESTRAIGHT EDGE PANEL COVERAGE P, C -i 7" an' Is ft"f sk"-','vafl are aiailaole n lengths. ' ieces r :,rie scuaee -1" cas-al Ort HSll1'111-P3i5 6:13 HAURDIESHINIGLE liNDIVIDUAL SKNGLE 1s]STALLA11-10,M1 LI I i n nig! ,s, cnmv,3f-'s a F vcA, :C "li, Fastener Requirements 221' HD or 0, jr,g sistan'. s!dv, 'ails af e _ised f,-,t 'xing i iaicfie, of n !in 6' Tliick .I'A alell sneathirg HardieShinglev Individual Shingle Installation Due ro Vedafscrng o lle Jointailk is is requiicieut ,fhet ..is ni-orit 7rim, Space siringles a i r aX, f n L an oI, rinimurn !arr of 1 ' V2" oetweell succcss-ive -a _rses f'ic, '9) ns'lall 1 1, 14" star'ar 3i"it., and a 8 :':t Ji de r, 1s c4,p!2nl< sidlog store[ course. Install first s1r,nIle fi oi the end apt iting fl r-, Install lvtdes' par- of shingle placed dovin,,vards. l5g. I 8t SecUr- shingle, leaving 1 1 1 9" gao 'or aul'k a! lt'lnd ccritinrle 'tIe Course along the."Tali. 11 Siai1 the SeCOnd COUrSe, leaving a mininturri Us of I 1'2` SUCCeSSIV,' COLP'Se& 3gain frorl doe end a1rjiling the ii-ir Pe;,,eat xeo 3 5 Continue Lip, nnle vi repeating, ,teos 2, Inmugo 5 Limit desvej rlaigh' is 'eact red. HARDIESHINGLE" INDIVIDUAL SHINGLE COVERAGE Figure 13 T,rm S, min 15 or —1, x, s te r- re s tiv, Indi "J"! ual Shi I I g I es fu( SIC e,,, va I I a pc I icaiuis al e avad I au I a in assorw Is is Jstec oelolx, Bundles neelled ) r one sr uars 00 s, oi oroi-t_V ,o,a! agp Shingle Number Pieces Width Of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 1 V 3 15 15- 1 i4" shingle 7" max exposure J --- HARDI ESHINGLE vHALF- ROUND PANELS INSTALLATION Fastener Requirements 0.0,83" x 0. 187" HD x I forg 1nasriank nails ale lseo z s eing Har,'jeS' ingle Hair Rcund Panels o l Cth ,r n o D k , minaandtoNickAPA ,aiec sheathing. Figure 20 HardieShingle Half -Round Panel Installation mitre board P Insmil HardieShingle panels alit jioinis l;1 lul`ec In rnodelate contaO. ()!)eto avi rlaoping of 'lie joints, ca ilk lS Xt 1-3QILII,'K' eXC,3t ihel e , nPIS 313AM 1,8 gap tnin boards, (fig 20), EnSilie fresways cil-, net line 1p subsequent -oufsiss I for anik in sia I I a hi-,- stal-'s; stu id. ihen instoll a 8 1 , 4 " rvi d e Hai alieftr* lap. SiOng star7e( cou'se. 21 is first pwril as that Pat iel enters ver ah[lc, Trini pan,,! as 1-4 1!4- neeOec. Bur, 1ie of and .nto Iirn as sf crt ;gs 210. roViller, enstallilig shingles ov er a swiC tciarc or ariv nonzontal Aout ` ce, teive gars ise"njee! atIttoic of st0ing and lashing. Secufl,e cc le!. lea' di -in 1 ;3' nar ior sulk aT €rn €,omlnue -Ihe l.,,ou.,se 1ong ,he .rail. 1; Star, the SeconJ" ' Cu,,sa,t7t reircr.6r nwvalem c," un,-_ ull sliAl _,atlte 6' or 24 OC1. igain abLIr.JPg the cut ldnul ritc .f irp iig iz -1 event oatlem (euetilion , Ret s:ec 3 r, 5) slai-t ine rtillr',J cours,--. i " ireciovirla, t"he ,cuhalenn,,i G, f;JI s:jr C ifigS 1 & 1 71 and ,-epeat step 3 6) CO( lfill le 'It' ,'.,eainci ster.,s 2 :f- rr,:_,,uun 6 "Ind Ieigineaci,ed Dostion nails on nail line a Sv"', minimum 3i8,, from edge Hard, ePlank' starter lap siding strip water -resistive 16" or 24"-1 barrier' 0 C I DO NOT NAIL THROUGH THIS AREA 3= correct alignment position pails into framing 1hrorign previous Gourses. Only ahen application rs to minimum 7 16' thick a, RA rated sheathing, position nails spaced a maximum 13 314" 0 c 3' fiom aneied es;3 HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow P rels or sineviall asnoca-ilf',, fis ire ' ,S` P ecs, needec Line soian_0 so o-,fol-,,-..,CLlc,ta, g,-=-3 ojer,es vIn 7" exu S r I J space shingles rnax 1.4 apart, eive a nrlin lap f 1-iiZ beiween lints in succesive arras 3neathing tpM first panel 1 10 h't 'Urthest stud starter strip 3-',; 4' - Iardraclank lap siding HS!1-_ 2lP4`5 6 13 CORNER DETAlLS A, Panels buiso against come! ,,cards P Panels butted against square vicod strip on inside corner, flashing coition! Laced QL(sice act ner. Laced inside corner, minorturn { I") thick fruit Figure: A B WINDOWS AND DOORS Building wall components such is windows, doors and airier exterior wall penetrations shall be installed in accordance with the COMPOLIeW manufacturer's written installation instructions and local building codes, What e windows ar doers are installed, continue the application of siding as it the wall is complete. Turning for Ina npninn nfirl irsinn the reqAtinn oirfre mov mro,,,v off the scacina above the hro.ak GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel, Electra -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized flails, James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates, C011SUR applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads, NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction, Consult James Hardie echnical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing, Fastener heads should fit snug against siding no air space), (fig. A) Do not over -drive nail heads or drive nails at an angle, If nail is countersunk, fill nail hole and add a nail, (fig. By Far woad framing, under driven nails should be hit flush to the plank with a harninet (For steel framing, remove and replace nail), Do not use aluminum fasteners, staples, or clipped head nails. countersunk, III & add nail OD 0 snug flush DO NOT DO NOT Figure A Figure B tinder drive flails staple PNEUMATIC FASTENING Fames Hardie products can be hand nailed or fastened with a pneumatic tool Pneumatic fastening is highly recornirriended. Set air Pressure so that the fastener is driven soup With the Surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will field control the depth the nail is driven. If selling the nail depth proves difficult, choose a setting that under drives the tell (Drive Linder driven nails snug with a smooth faced hanimer - Does not apply for installation to steel training), CUT EDGE TREATMENT Caulk, paint or plirre all field cut edges, Jellies Handle touch-up kris are required to loucr,up ColorPlus products, CAULKING For best results use an Elastorneric ' loint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must, be applied in accordance with the caulking/sealant manufacturer's vvrilfron instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling, PRIMING & PAINTING DO NOT use stain. fliblailkyd base point, or powder coating on James Hardie, Products. diames Hardie' products must, he painted within 180 days for pril-ned product and 90 da ys for unjorimed. In addition non Coloi Plus' product versioi is of HardieSilingle' Siding require a field applied prime coat, 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications Back rolling is recorm-nencled when paint is spray applied. COLO RPLUS'c TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie C0101PIUS PrOdUCIS, During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust [aft on the product, then rinse with a garden hose, Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch no applicator, Touch-up should be used sparingly. If large areas require 1prich-up, replace the damaged area with nevi HardieShingle' Siding with ColorPlus Technology. Laminate sheet Must be removed immediately after installation of each course. Terminate non -factory Gut edges into trim where possible, and caulk. Color marched caulks are available from your ColorPlus' product dealer, Treat all other non -factory cut edges using the ColorPlus Technology edge coolers. available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third pit',,,, touch up or paints used as taLICh-UP on jarnes Hardie Color-PILIS products, Problems with appearance or performance arising from use of third part/ touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. 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 Rephrring is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on joined HardieI' Products. Apply finish coat in accordance with paint rrianufaCtUrers written instructions regarding coverage, application methods, and application temperature, DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPILIS touch-up section RECOGNITION: In accordancie vveh!CC ES Elelwacn Report ESR-2290, Harisrshingle lap sfriing is recognized as a %itatre ateinate to that specified in: the 2006,2009A2012 licernaronal Residerila! Code for One- and Tvm-Fami"Y Dwellings, and 20Crl 2009. & 22,012,ifeema'vona! Sodding forde. HurdeShtngie ?ap siding is also reocifinced for application ill the foillsving: City of Los Angeles Research Report No. 24862, State of Fors:1a listing FL#889, Cade County, Fbirda NOAtio 02-0729 02, U& Dept, irfrIUD fvlateriOs Release 1263s, Texas Depar,rent of insurance Product Evalua,nn EC-23. Cic? of Nervy York ME,\ 223 93-M, and Catforrill DSA PA-01 9. These documents shoutri also be -,clisniled for add taortai informaren Gonceilrug ?he SiJrabili} of this product for specific appik"affais C 2013 James Harcre Bu!dung P,oci Inc Ul n9litsreserved- Please visit vxemv.Jamesilardiecom for Additional 10, SM, and ®R denote trademarks rregistered tradettlanks of Product information and Availability, JamesHardie arnes HardiedieTacinoiropUIrted.:, s a registe,ed Installation Information. Wafnines, and Warranties trademark of James Hardie TeCnnafraity Limited H HS11121—PS/ 5 6/13 2115/2017 Florida Building Code Online Uir BOS Home og If, Use, RClIqlIN't-r riot -oiacs 5ua,clt "-11h11`Qe Six's 1, ^acts Pll7lhca6oris FEc Staff BcrS S1lc 11"P L."ks Search fw g Product Approval11 .,,s:; U SER: PuIokc User i 3-,-- Applicatwn Detail R # FLI12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahrT)an@aiuminumcoilsinc.com Gareth Rahman grahman@aluminUMcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 8,13) 249-9742 PFrcist@aluminumcoil5jnc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19,12020 Locke Bowden f Validation Checklist - Hardcopy Received R,- C01 ALC15C111 EaLjALcir ReEQ,7 2D14 FSC_Q,114,2 Referenced Standard and Year (of Standard) jtandard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code y- 9 ar 1986 https:llwww.floridabuildiN,orglprlpr__app_jJtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXkljsX5GEO%2flCx,zYpyxA%3d%3(i 112 2/1512017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/20015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name 12194.1 Alumunurn Coils Aluminum Soffit Limits of Use Approved for use in HVKZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other; See Evaluation Report for limits of use. EMMMEM Aluminum soffit panels Installation instructions F1-12194 R3_ E- -2014 FBC Verified By: Zachary R. Priest PE-7402i Created by independent Third Party: Yes Evaluation Reports FL12194 R3 AF, AL- 50().LEva-P P5C Q4 T4 Created by Independent Third Party: Yes Contact Us :: 26 __I, aLftld_1-1§-rQoIt 0 111a asiZe — 1.19 non- 512—lL1_1I1L4 The State of Florida is an AAJEE0 employer. Gov hgtvQ1-20i3 State of florid ;: EUXA51Stateme t : ; ad address released in response to a public -records request, do net send electronic jnderFloridalaw, etuail addresses are public records. if you do not want your e-unIf you have any questions, please contact 850.487.1395. "Pursuant to Section mail tothisentity. instead, contact the office by phone or by traditional hia,l, 55.275( 1), Florida Statutes, effective October 1, 2012, rcensees licensed under Chapter 455, ES. most pmvd, , the ()apartment with an email address if they have one_ The --ma,15 provided may be used for or"clut 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 dread address which can be made available to the public, To cletcerinue it you are a licensee under Chapter 455 F.S,, please dick Lt_ Product Approval Accepts; 9] ON EE M https://www. flocidabuilding.org/pripr_app__jJtl,aspx?param=wGEVXQwtDquk24AUC`/`2fEHMrNrkL4bysALEZSXMjsX5GEO%2flCXzYpyxA%3d%3d 2/2 TRINITY ERFl EXTERIOR RESEARCH & DESIGn\uC. Certificate ofAuthorization #9503 353Christian Street Oxford, CT06478 PHONE: (ZO3) 26Z-9Z45 Aluminum Coils, Inc. Evaluation Report A]336Q.<2.09-FZ 5OO1West Knox Street FL12194-113 Tampa, FL3S634 Date ofIssuance: Q2/26/2009 Revision 2:O6/23Y2O15 Soops: This Evaluation Report is issued under Rule 51G20'3 and the applicable m|cs and regulations governing the use of construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Niermnen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5"'Edition (Z014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions ofF8C17M9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, orprovisions of the Code that relate tothe product change. Acceptance ^fthis Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product changes or the referenced Quality Assurance documentation changes, Trinity IERDrequires o complete review ofthis Evaluation Report relative toupdated Code requirements with each Code Cycle. AuvcnrsaMsmr: The Evaluation Report number preceded by the words "Trinity | ERD Eva|uatnd^ may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, wspccnow: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages I through 3, plus a 16-page Appendix Prepared by; Robert J.m&mieminm E. o Florida Registration No. ea66, Florida omANo983 The f—i—lb —1 Pp —mg ~" awh~ized by Robe,0 Nere—o, E o o6/23/ma,nwdoe, "°°=`- sq-^ mcomew`5iped, —Jed f—*-pi,*a- b^"°m^ nod=^pp~=/Ad~m*ww,^w*the —waa* CERTIFICATION qpINDEPENDENCE: 1. Exterior Research & Design, u[d/ b/aTrinity | cRD does not have, nor does nintend to acquire or will bacquire, ^ financial interest inany company manufacturing ordistributing products uevaluates, z, Exterior Research & Dcgm^. LLC. d/b/a Trinity | sno is not mwned, operated or controlled by any company manufacturing or distributing products uevaluates. 1 Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4 Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This isa building code evaluation. Neither Tnnity/exonor Robert m| eminan. P.E. are, inany way, the Designer o(Record for any project on which this Evaluation Report, n,previous versions thereof, is/was used for permitting nrdesign guidance unless retained TRINITY ERD PANEL WALLS - SOFFIT EVALUATION: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc-, has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth .herein_ 2. STANDARDS: Section f!—roReEat Standard Year 1404.5,1 Wind AAMA 1402 2009 1710.9,4 Wind ASCE 7 2010 3. REFERENCES: Entity Examination Reference Pate Aluminum Coils Notice of Safe Transfer to Data 02/11/2009 CTL(TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL(TST1577) Wind Resistance CTLA 2076W 10/04/2011 FRI (rST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp,06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections. The reported net free ventilation areas are 223 in 2/ft for the 16-inch 'full vent' configuration, 11.1 in2/ft for the 16-inch 'center vent' configuration, 12.5 m2/ft for the 12-inch 'full vent' configuration or 4.2 in 21ft for the 12-inch 'center vent' configuration. See Appendix I for component drawings and Appendix 2 for installation methods. 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P. E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5,2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 53 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MICIP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures, The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0,6 in accordance with FBC 1710,9.4. 5.43 Use of Appendix 2 is limited to enclosed buildings (GCri = + 0,18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8,1 of ASCE 7-10 (K,, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. S'S For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report A13360.02.09-R2 Certificate ofAuthorization #9503 FL12194-RZ Revision 2: 06/23/2015 Page 2 of 3 TRINITY ERD 6. INSTALLATION: 6A Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below, 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein Pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7, BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7,2 Labeling shall be in accordance with the minimum requirements set forth in FB-1 1710.9. 8, MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements, 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA91101 (813) 621-5777 THE 16-PACES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A13360.02.09-R2 Certificate of Authorization #9503 FL12194-RZ Revision Z. 06/23/2015 Page 3 of 3 7 30 I a?L, 'I x,puaddv S107/Fe,/90:7 UOiWad au{ 'spoD umu!wnjV Di t,6TZII3 JOJ ZV 60 ZO 09EFTV liodaij uOPenleA3 sa.- sv NouD?pc 7;Kvs NI coft' 102 sgwo") FlL Fli F-I 1 Lj L" FJI LI u u u F, Mn.INP*di 9916S-3d "uaulWa!N :jaqod FOS64 UO!Kz93O41nV 10 aleD4PJ@0 83 JAIMIJI P/q/p ':)Il 'UglsaO PLIe 4-)Jcas4'd )O!JaIX3 vmNiviniv UgAO --13NNVH3 _1„ 31 Pj CD it' rVLL 'rtil Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Nierninen, PE-S9166 it' QUIVU?sVil TRINITY END 12:-,5,2dQ, ?,MEL Evaluation Report A13360,02 09-R2 for FL12194 R2 Alumintim Cods, Inc. Revision 2: 06/23,12015 Appendix 1, Page 2 of 2 TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max, Span Table System No. inch) Wall Side Eave Side MDP (psf) Page A 1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap 140,0 -40,0 2-3 A 2 3 12 F-Channel (stapled to wood) Fascia Cap_ 48.0 f -64,2 4-5 A-3 4 12 i-Channel (stapled to wood and screwed to soffit) Fasica Cap 48,0 f-64.2 6-7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap 25.6/ 25.6 8 8-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap 33.3 I -333 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap 27,0 -36.1 11-12 B-4 8 16 J-Channel (Stapled to wood) Fascia Cap 23,53 -31A 13-14 1, The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2, "MOP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDR for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, 3, Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0,6 in accordance with FBC 1710,9.4. 4, Tables are limited to encbosed buildings (GC,, _ + 0.18), no load combinations (K. = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8,1 of ASCE 7-10 (K_t = 1-0) at the stated MaXirriUm eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5, Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to "NO" indicates additional testing is required. 6- The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7-M T For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system, Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for FLI2194-R2 Certificate of Authorization H9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 1 of 14 TRINITY ERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side Max, F-Channel Soffit Fascia Cap r System Span L Max. Max. MDP No. inch) SubstrateIt Fasten Sp`-: X- og Substrate Fastener Spacing Fastener Spacing psf) One (1) min, One (1) min. 1%-inch 3/8-inch head One (1) min. long x 0_072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o,c. diameter x min. 36" o.c, 40.0 min. 1.25-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min, 0.097-inch One (1) min. 11/-inch Concrete One (1) min, long x 0.072-inch 2, 12 or CMU diameter T-nail 24" o.c, Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 block or stub -nail, crown staple 3/16-inch head min. 5/8-inch embedment diameter trim nail FASCIA SLIP BOARD SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT 1-0 ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. I I Ill I I __ S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A13360,02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 2 of 14 TRINITY ERD Table A-1a: System No. 1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic wind Speed (mph) 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK 0< h<30 5 OK OR OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h < 40 5 1 OK OK OK OK NO NO NO 40 < h 50 OK OK— OK OK OK NO NO 5 OK OK OK OK NO NO NO 4 OK OK OK OK -7NO 50 < h < 60 OK NO 5 OKOK__J_?K_--10 N O- NO Table A-1b: System No. I & 2 - Exposure C Basic Wind Speed (mph) Eave Height {tt} Pressure Zone 110 120 130 140 iso 4 OK OK OK CK OK 0 < h < 15 5 OK OK CK NO NO 4 OK OK OK CK CK 15 < h < 20 5 OK OK OK NO NO 4 OK CK OK OK NO 20 < h < 30 5 OK OK NO NO NO 4 OK OK CK NO NO 30 < h < 40 5 OK OK NO NO NO 4 OK OK OK NO NO 40 < h < 50 5 OK OK NO NO NO 4 OK OK CK E NO NO 50 < h < 60 5 OK OK NO NO NO I --Table -A--I-c:—System No, I & 2 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 4 OK OK OK OK 0 < h < 15 — 5 OK OK NO NO 4 OK OK OK NO 15 < In < 20 5 OK OK NO NO 4 OK OK OK NO 20 < h < 30 5 OK NO NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OR NO NO 40 < h s 50, r--- 5 OK NO NO NO 4 OK OK NO NO 50 < h < 60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A 13360.02,09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nienninen, PE-59166 Appendix 2, Page 3 of 14 wall Side F-Channel Max, Max. System Span inch) Substrate Fastener Spacing Substrate Threel) min. I/ x ',/-inch 3, 12 Wood crown staples 24" O.Cr Wood in a diamond i TRINITY ERD Eave Side Soffit Fascia Cap T I Max, MDPMax. Fastener Spacing Fastener Spacing Psf) One (,,) min. 1Y.- One (1) min. K x w n inch crown7stapleinch long x 0.072 1 48" ci.c. min. V- inch head diameter trim nail 48.0 64.2 SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN DETAIL 3/ 4' X !/4' L 31ir R C 0WN STAPLES USING DIAMOND A OLAMONDFACIA BOARD PATTERN j FA5GIA CAP 3/4' X 1/4" CROWN TRIM NAIL FA ctA BOARD5- ON CENTER PAJNTrD S.S. 1-3/ 4' TRIM NAIL-J 1- 3/4- TRIM -L- db FASCtA CAP ITAPLE F* CHANNELCANBEPAINTEDS.S.S.S_ 48* WE INSTALLEDWITH THE O.C.O.C 3/4- X 1/4" NAILING FLANGE UP OR CROWN STAPLE DOWN SOFFIT- a sin SOFFIT WOOD SOFFIT FASCIA FIT_ SUBSTRATEQf_TAIL Table A- 2a: System No, 3 - Exposure B Basic Wind Speed mph) Eave Height ( ft) Pressure Zone 110 120 130 1q0ISO 160 170 180 4 OK OK OK 0K OK OK OK OK OK OK 0 < h < 30 5 K OK OK OK OK OK OK OK OK NCI 4 OK OK OK OK OK OK OK OK OK 0K 30 < h < 40 5 OR OK OK OK OK OK OK OK NO NO 4 OK OK OK_0K OK OK OK OK OK OK 40 <h j 50 5 OK OK OK OR OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50 < h < 60 5 OK OK OK OK OK OK OK NO NO NO Evaluation Report A13360.02.09-RZ for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity[ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 4 of 14 Prepared by: Robert Nerninen, PE-59166 TRINITY END Table A-2b: System No. 3 - Exposure C Basic Wind Speed (mph) Eave Height (it) Pressure Zone 110 1213 0)140 150 160 170 180 Igo 54 r:7OK OK OK 0KOK I OeOK OK OK CK i j NO 0 < h < 15 0 K OK OK 0 K 0 OK OK N 0 0 — ---------- 4 OK OK OK OK OK OK OK OK OK — 0 15 < h < 20 ---No 5 OK i OK OK OK 0 K OK OK NO KNO 4 0 K 0 K 0 K 0 K 0 K 0 K 0 K 0 20 < h < 3 0 -- -- -- :_ --- — 6__ OK OK OKOKOKOKINONONOC0 NO 4 OK OR OK OK OK OK OK I NO 30<h<40 OK OK 0 K 0 K NO NO N 5 0 K O NO 4 OK OK OK OK OK OK OK NO NO 40 < h < 50 --- — OK OK OK 0 NO NO NO NO 5 K OK F7—- — -- NO 4 OK OK OK OK OK NO , NO 0 ------ F 50 < h < 60L. 5 OKCK OK OK OK NO NO NO 1 NO Table A-2c: System No. 3 - Exposure D Basic Wind Speed ( mphl Eave Height 7fl) Pressure Z-111 110 12 0 130 140 150 160 170 4 OK OK OK OK OK OK OK O<h< 15 5 OK OK OK OK OK OK N0 4 OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK 0 K NO 20 < h < 30 OK OK OK OK 0 OK N NOOKOK OK OK OK OK NO 30 < h < 40 S OK OK OK OK NO = jj=N O NO 4 OK OK OK OK OK I OK NO 40 < h < 50 5 OK OK OK OK NO NO NO OK OK OK QK OK NO NO 50 < h < 60 5 OK OK OK OK NO NO NO NOExteriorResearch and Design, LLC, d/b/a Trinityl ERD Evaluation Report A13360,02,09-R2 for FL12194-R2 Certificate of Authorization h9503 Revision 2; 06/ 23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 5 of 14 TRINITY ERD TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to J-Channel Soffit Fascia Cap Max. System Span Sub- Max, Max. Sub- Max. Max. MOP No. (in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space (Psf) One (1) One (1) min. 1Y- Three (3) min. #8 x One (1) inch long x min. % x Y- Y-inch min, Y. x 0,072-inch 4. 12 Wood inchcrocrown 24" o.c. long x 161, o.c. Wood X-inch 8" ox. 4&0 diameter x min. 48" o.c, staples in a 318-inch crown a -inch head - 64.2 diamond head head staple diameter trirn pattern diameterLddiameter nail crewscrew OPEN RAFTER SOFFIT STAPLE GIST U, Dj,AMOND PATTc'RN DETAIL FACIA BOARD W TVUX/ STAPLES 3/ 4- X I/+- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 3/ 4" X 1/4- CROWN I FACA BOARD STAPLE ** B- ON CENTER 1-3/4- TRIM NAIL J- CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. ac PAINTED S.S. 48" jj 1 ' 4 x C 4, O. C. FAS A CAP lt' 2" x 3/9 head X 1/4- 3/4 I — CROWN STAPLE L_ SOFFIT---Ix- 1-2—nch zpa:'L SOFFIT WOOD OR BLOCK SUBSTRATE Q Table A-3a, System No. 4 - Exposure B Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 180 190 200 1101201301401501601700200 9 OK4OKOKOKOKOKOKOKOK10) K 0 < h < 30 — 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK OK NO NO mm 4 OK OK OK OK OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK I OK I OK I OK I OK OK I OK NO 50 < h < 60 5 OK OK OK I OK I OK I OK I OK NO NO NO ExteriorResearch and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360,02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieniinen, PE-59166 Appendix 2, Page 6 of 14 TRINITY ERD Table A-3b: System No. 4 - Exposure C Basic Wind Speed mph) Eave Height (ft) Pressure Zone 110 12.0 130 140 150 160 170 J-1 8-0-7 1990 4 OK QK OK OK OK OK OK OK C K 0 < h < 15 S OK OK 0 K OK OK OK OK NO NO 4 UK OK OK OK OK OK OK OK OK 15 < h < 20 OK OK OK I OK OK OK OK NO NO 4 OK OK OK OK 0 K OK 0 K 0 K i NO 20 < h < 30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK OK OK NO _ 4 , NO 30 < h < 40 5 OK OK OK CK OK NO NO NO NO 4 OK OK OK OK OK OK OK NO NO 40 < h < 50 5 OK OK OK 1 OK OK No NO NO No 4 OK OK OK OK OK0: OK fNO NO No 5 0 < h < 60 S 0 K OK OK OK 0 K0 0 NO NO N 0 Table A-3c: System No. 4 Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 IK70 10 4 OK OK OK OK 0KOKOK0 O<h<IS 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15<h<20 S OK OK OK OK OK NO --- NO 4 OK OK OK OK OK OK j NO 20<h<30 5 0 K 0 K 0 K 0 K 0 K i NO NO 4 OK OK OK OK OK OK NO 30<h<40 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK OK NO 40<h<50 5 OK OK OK OK 0 NO NO 4 OK OK OK OK OK j NO0 NO 50<h<60 OK OK OK OK NO NO Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 49503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 7 of 14 TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side F-Channel Max. System Span Max, No. (inch) Substrate Fastener Spacing Substrate One (1) min 3/8 Inch head 5, 16 wood diameter nail, 241, o.c Wood min. 1.25-inch 1embedment TRINITY ERD Eave Side Soffit Fascia Cap Max Max, MDP Fastener Spacing Fastener Spacing (Psf) One (1) rnin. I!/ - inch long . 0,972- one (1) min. 3/8 inch diameter x 36" o.c -25.6 x 3/8-ch crown3/8-inch o min. 3/16-inch staple head diameter trim nail SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FAS::IA LIP 1/4*'-1 7 LU --PAINTF- S,S, 1 3/4" TRIM NAIL M; N, 5 NAILS PER 12' PIECE FAS IA Table B-1a; System No. 5 - Exposure B Basic Wind speed (mph) Eave Height (ft) Pressure Zone 110 120 130 4 OK OK OK 0 < h < 30 1--5 -- OK OK No 4 OK OK 0 K 30 < h < 40 5 OK NO NO 4 OK CK NO 40 < h < 50 5 1 OK NO NO 4 OK OK NO 50 < h < 60 5 OK NO NO Evaluation Report A13360.02,09-R2 for FL!2194-R2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 8 of 14 Prepared by: Robert Nierninen, PE-59166 TRINITY ERD TABLE 13-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Cave Side F-Channel Soffit Fascia Cap Max. MClP System Span Max. Fastener Max. Fastener Max. No. (inch) Substrate Fastener Spacing Substrate Spacing Spacing (P,.f) One —(I) min."-- One (1) min. I%- 0.097-inch One (1) min. 3/8 inch long x 0.072 Concrete diameter T-nail inch diameter x 36" o c, ±333 16 r C Ni U 141, o.c. Wood x 3/8-inch crown 16"OX` — 6. or tub -nail, min. 3/16-inch block staple headmin. 5/8-inch d I a meter i trim ntenibecime Z FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL FASCIA LIP 1/4" Exterior Research and Design, LILC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nierninen, PE-S9166 STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 318" STAPLE 16" O.C. S.S.u. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE DETAIL Evaluation Report A13360,02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 9 of 14 TRINITY ERD Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 10 of 14 TABLE B-3. 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max. System Span Max. No- (inch) Substrate Fastener Spacing Substrate 7, 1 16 1 wood 3/4- X 1/4* -'-, CROWN STAPLES USING A DIAMOND PATTERN I Three (3) min. x Y-inch crown staples 24" o.c. Wood in a diamond pattern T 1-3/4" TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48" 1 INSTALLED WITH THE: ouC. NAILING FLANGE UP OR DOWN WOOD st;EISTRX—E Exterior Research and Design, LLC. djb/a Trinity I ERD Certificate of Authorization tt9503 Prepared by: Robert Niermcien, PE-59166 TRINITY ERD Eave Side Soffit Fascia Cap MDPMax. Max. Fastener Spacing Fastener Spacing Psf) One(1) min, 1 1IY- t one (1) min. % x inch long x 0 072 - 27,C inch crown 8" O.C. inch diameter x 48" o.c 36A staple min. !-inch head diameter trim nail mmml FACIA BOARD FASCIA CAP 3/4- x 1/4* CROWN STAPLE "a' ON CENTER SOFFIT STAPLE DIAMOND PATT J U I — /4" TRIM NAIL FA "A BOARD P T 0 SS FASCIA CAP 1/4' CROWN STAPLE SOFFIT -- SOFFIT & FASCIA TAIL Evaluation Report A13360.02,09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 11 of 14 TRINITY ERD Table B-3b: System No. 7 - Exposure C Basic Wind Speed (mph) Eave Height (ft) PressureZ 110 120 130 140 4 OK OK OK 0 < h:S 15 OK OK 2 OK NO 4 OK OK OK OK 15 < h < 20 5 OK OK NO NO 4 OK 0 K OK NO 2 0 < h < 3 0 OK OK NONQ 4 OK OK OK NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO N 0NO 40< h<50 5 OK NO NO NO0 4 OK 0 K NO NO 50 < h:S 60 5 OK NO NO NO Table B-3c: System No. 7 - Exposure D Basic Wind Speed (mph) Eave Height (ft) 1, Pressure Zone 110 120 130 mm 4 OK OKOK 0 < h < 15 N 0 5OKOK4 OK OK OK 15 < h < 20 S OK NO NO OK OK NO 20 < h < 30 NO NO OK4 OK OK NO 30< h<40 --- 5 OK NO NO 40 < h < 50 4 OK OK NO S NO NO NO 4 OK NO NO 50 < h < 60 : I NO NO N E_= Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 12 of 14 TABLE B-4: 16-inch Span, J-Channel (stapled to wood) & Fascia Cap Wall Side 1-Channel Max. System Spar) Max. No. (inch) Substrate Fastener Spacing Substrate Three (3) min. x Y-inch 8. 16 wood crown staples 24" o.c. r wood in a diamond pattern I OPEN RAFTER 3/4" x 1/4' CROWN STAPLE *24* ON CENTER USING A 01ANI0N0 PATTERN 7-1_ CHANNEL 1-3/4- TRIM NAILA PAINTED S.S. 48' O.C. max ,;OMT WOOD OR BLOCK SUBSTRATE TRNITY ERD Lave Side Soffit Fascia Cap VIDP Fastener Fastener Spacing (Psf) One (1) min 1'/ One (1) min. % x inch long x 0.072 - Y.-inch crown 8" o'c. inch diameter x 48" o,c, - 31.4 staple min. A -inch head diameter trim nail STAPSOFFIT STAPLE U DIAMN _._ RATT E-ENt 1L FACIA BOARD QE1A TMRXS FASCIA CAP 1/4" CROWN FACtA BOARD 3/4" X 1 3/4- TRIM NAIL 8ON CENTER STAPLE 'PAINTEC S.S. FASCIA CAP 3/ 4' X 1/4' CROWN STAPLE SOFFIT —' 5, ;-FIT FASCIA AIL Table B- 4a: System No. 8 Exposure B Basic Wind Speed ( mph) Eave Height fft} Pressure Zone 110 Izo 130 7— L40 110 4 OK OK OK OK j OK 0 < h < 30 5 OK OK OK NO NO 4 OK OK OK OK NO 30 < h < 40 S OK OK OK NO NO 4 OK OK OK OK NO 40 < h <50 5 OK OK NO NO NO 4 OK OK OK NO NO 50<h<60 5 OK OK NO NO NO Evaluation Report A13360. 02.09-RZ for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity 1 ERD r Revision 2 06/23/2015 Certificate of Authorization # 9503 Appendix 2, Page 13 of 14 Prepared by: Robert Nieminen, PE-59166 Exterior Research and Design, LLC d/b/a I rinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Evaluation Report A13360.02.09-R2 for FLI 2194-R2 Revision 2: 06/23/2015 Appendix 2, Page 14 of 14 2115/2017 BCIS Home t.oy to Use, Reg,W,at,o,, Hot Topics I. A, Product Approvalr !USER PllbllC USeldb P Honed Buildirg Code Online S,-,nv9, 5t31S r",rts lllnkcatlons Filc staff BCIS Site MdP imks sec ... i-, 22 -- — — ------------- - Application Detail FL # FLI0124-RI9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 GAF I Campus Drive Parisppany, N3 07054 800) 766-3411 mstieh@gaf.,.om Robert Niernmen lindareith@trinityerd,corn Beth McSorley (current) I Carnpus Drive Parsippany, N3 07054 973) 872-4421 bmcsorley@gaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nienninen PE-59166 UL LLC 03/03/2018 John W. Knezevich, RE I Validation Checklist - Hardcopy Received eminer,Ddr Standgrd year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 https:,Itwww.floridabuildirig,orglprlpr—appjtl.aspx?param=wGEVXQwtDquracBeVCbdMQNL7D6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections From the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name t0124, I GAF Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section S. Method I Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Installation Instructions Ft10124 P,19.Ll ?016 OS EINAL ER GAF Asphaltp_ ahjjqles Fl-j 124-_R19 gdr Verified By: Robert Nienninen PE-59166 Created by Independent Third Party: Yes Evaluation Reports EL-10124 R19 AE 201 H_ FlttLAL ER GAF Asphalt 5LiLC 5 f!_1Q12A:R 1.9 _pdf Created by Independent Third Party: Yes Contact Us : 22_601 Slai,' .0 Road Tallahassee :-,L 323119 Phone' 850-4$7-t&24 The State of Florida is an WHO employer, Qcyoqht 2007-_ZQJ3 Sate of wela. I vac atq ment A hatqrdqnt Befuid 'WhemeroL _ _sL _ _ _ Under Florida law, droad addresses are public records. If you do not want your e-mail address released in response to a public -records request, do net Send efeCti-ce',C mail to this entity. Instead, contact the office by ounce or by traditional mail, If you have any questions, ti(Laqe contact 350,487,1395, "Pursuant to Section 4S5.275(I), Florida Statutes, effective October 1, 2012. licensees licensed order chapter 455, F,S omustprovidetheDepartmentwith an email address if they naveoce. The emads provided may he 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 4SS, F,S., please click lKnZ_. Product ApprovalEE Acceptsz 41 10A 0 W https:;I/www.floridabuilding-org/prtpr—app__dti.aspx?parani =wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%,3d 212 TR1N1TY;'ERD EVALUATION REPORT GAF * I Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, U-C, Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE! (203) 262-9245 FAX: 'W3) 262-9243 w' FLIG124-R Date of Issuance: 01/03/20 Revision 17: 03/31/20 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nierninen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"1 Edition (2014) Florida Building Code sections noted herein. I LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code, Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated” may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: Robert I.M. Nierninen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 T This d— net "rv, ea a.. o-t—kaliy signed 55intd, reak,tl haedcopF¢a have bet-11 Wle—Ity-d r) the 4,fluct Approval AdM,,n(1,"aTW and TO The --d dwiil CERTIFICATION OF INDEPENDENCE; i. TrinityJERD does not have, nor does it intend to acquire or wilt it acquire, a financial interest in any Company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3, Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product, 5. This is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E, are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINFIFY: ERD ROOFING SYSTEMS EVALUATION: Product Category; Roofing Sub -Category; Asphalt Shingles Compliance Statement GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volurne through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section PMert Standw d riqL 1507.2,5, R9061A Physical Properties ASTM D3462 2009 1507.2.7.1, R905,2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905,2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind :Resistance TAS 107 1995 UNMEMIUMOMMEN Entity GAF (PDM 1915) I'M (TST5878) PRI (TST 5878) P Rl (T57 5878) UL (TST 1740) UL (TST 1740) U I, (TST 174U) UL (TST 1140) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 UL (TST 17401 UL (TST 17401 JL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST,1 174D) UL (TST 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 174D) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (TST 17 40) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) Exterior Research and Design, LLC. Certificate of Authorization #9503 Examination Letter of Ecjuivaenvy ASTM D3462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM D3462 TAS 107 ASTNT D3462 ASTM D3161, TAS 107 ASTM D3161 ASTPA D3462 ASTM D3161, TAS 107 ASTM D3161, TAS 107 ASTM D3161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM D3161 ASTIM D3462 ASTM D3161 ASTM D3462 ASTM D3161 ASTM D3161, 1334652 ASTM. 03161, 03462 ASTM , 03161, D3462 ASTM D3462 ASTM D3161,,D3462 AST,.' vl D3161 ASTM D3161 ASTM D3261 ASTM D3161, D3462 ASTM D3161, 07158, D3462 ASTM D3151, D3462 ASTM D3161, D34 6 2 ASTM D3161, D3462 ASTM 03161, 07158, D3462 ASTM D3161, D7158, D3462 ASTM D3161, D7158, 03462 AS7CV D3161, 07158, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7'58, D3462 ASTM C316I, MIS8, 03462 Reference Seal- A>Ridge impact Resistant In GAF- 059-02-01 GAF- 080-02-01 GAF- 407-02-01 93NK6295 99NK43835 94NK9632 01NK06632 OINK9226 OINK37122 01,' JK37122 02NK12980 02NK30871 03CA5367 03NK26444 04NK13850 04NK13850 04NK30546 04NK22009 04NK2ZOC9 051qK27924 OSNK27924 06CA18077 06CA! 8074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 OBCAC6100 07CA55908 09CA! 0592 09CA068, 16 09NK06647 09CA27281 IOCA35554 IOCA13686 IOCA07264 10CA111953 IONK11951 10KIK12070 08CA06100 2ALC 01/ 13/2012 09/ 02JZ004 05/ 25/2005 01121/ 2013 11/ 2911993 01/ 1212000 03/ 2912000 02/ 02/2DC1 OS/ 21/20cl 12/ 18,1200I 12/ 1912xi 0411012002 09/ 09/2002 03/ 11/2003 10/ 17,12003 06/ 07!2004 06/ 23/2004 03/ 1012005 05/ D6/2,T5 05109/ 2*05 02/ 10/2006 02/ 11112006 06/ 05/2006 C6/ 16/2006 10/ 1, 8/2006 12/ 01/2006 i2/ 27/2CO6 03/- 3/2CO7 04/ 04/2007 04/ 09/2007 11/ 08/2007 03/ 13 ' 1200a 0410112008 03/ 26/2009 OS/ 15/=9 08/ 0112cog 08/ 27/2GC9 03/ 05/2010 05/ 1512010 05127/ 20-0 101' 29/20--0 10/' 30/20'0 11/ 04/20'0 01, 130/2010 Evaluation Report 01506.01-09-1117 FL10I24- 1115 Revision 17: 03/31/2015 Page 2 of 5 TRINITY ERD EntDateitAExaminationieference UL (TST 1740) ASTM D3151, D7158,D3462 10CAS3934 03/3-/2MI Ui - (TST 1740) ASTM D3!61, D7158, D3d62 11CA48924 ic/22/20'1 UL (TST 1740) ASTM D3161, 07-58, 03462 IICA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, U3,162 11CA48,1108 12/08/2011 UL (TST 1740) ASTM D3161, 0158,1)3462 11CA48725 12/09/2011 UL, LLC, (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7138, DY 662 12CA58151 02/15/2013 UL, Li C. (TST 9628) ASTM D3161 12CA38093 02/26/2013 UL, LLC. (TST 9 62 8) ASTM D3161 13CA3233Z 05/18/2013 UL, LLC, (TST .9628) ASTM D3151 13CA37934 08,102/2013 UL, LLC. (QUA 9525) Quality Control, Inspection Reoort, R211, Mobre, At 11/21/2014 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, rviyerstown, PA 02/C6/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL C2/20/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report. R21, M;diigan Cy, !N 02/i9/2015 UL, LLC. (QUA 9525) Quality Control inspection Report, R21, Shafter, CA 01/D51/2015 UL, LLC, (QUA 9525) Quality Control Inspection Report, R21, Savannah, CA 02/23/2015 UL, LLC, (QUA 9625) Quality control Inspection Report, R21, Winm!aperis, MN 02/1r,/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, Mit, Vernon, MI 02/110/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL, LLC, (QUA 96 r,) Quality Control inspection Report, RZI, Tampa, FL 03/05/2015 UL, LLC, (QUA 9625} Quality Control inspection Report, R21, Dallas, TX 02/25/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, 1-1-C, (QUA 9625) Quality Control Inspection Rianat, R21, Fontana, CA 03/02/20'5 PRODUCT DESCRIPTION: 4.1 As halt Lhin les1__ 4.1.1 MaTquisO WeatherMax", Royal Sovereigns and Sentinel' are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot", CanielotO 11, Country Mansion' !I, Grand Canyon", Grand Sequoia, Grand Sequoia* 'R, Monaco', Sienna"', Timberline American Harvest", Timberline' ArmorShield" 11, Timberline' Natural Shadow", Timberline HD, Timberline' Cool Series, Timberline Ultra HD' and Woodland" are fiberglass reinforced, laminated asphalt roof shingles. 413 Slatelinel is a fiberglass reinforced 5-tab asphalt roof shingle. 4,2 lj SninRies: 4.11 Seal-A-Ridgel Ridge, Cap Shingles, Seal -A -Ridge" IR Impact -Resistant Ridge Cap Shingles and Timbertex" Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles, 4.3 Starter Strips: 43.1 Pro -Start" Starter Strip Shingles and Weatherli locker" Premium Faye/Rake Starter Strip are starter strips for asphalt roof shingles. 5, LIMITATIONS*. 5.1 This is a building code evaluation, Neither TrinitylERD nor Robert Nienniner., P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 5,4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507,2.7,1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTIV. D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,4 = 150 mph (V,a, = 194 rnph), Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7,1 and R905.2,6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,d = ISD mph V,,, = 194 mph), Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R17 Certificate ofAuthorizarion #9503 FL10124-RIS Revision 17: 03/31/2015 Page 3 of TRINITY I ERD 5.43 Classification by ASTNI 07158 applies to exposure category B or C and a building height of 60 feet or less Calculations by a qualified design professional are required for conditions outside these limitations, Contact the shingle manufacturer for data specific to each shingle. 5,5 All products in the roof assembly shall have quality assurance audit in accordance wi,h the Florida Building Code and F.A.C. Rule 61G20-3. 141MMOMMMEEMM 6.1 Underlayrri 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 6IG20-3, per FBC Sections 1507.2.3, 1507.2,4 or R905.2-3. 612 Starter Shingles: 6.11 installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 63 Asphalt Shingles: 6,11 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with F&C Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia Ift, and Woodland require minimum five (5) nails per shingle. Slatelme requires minimum six (6) nails per shingle. 63,2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507,2.6 or R905.2.5. Staples are not permitted, 6.33 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6,4 Hip & Ridge Shingles; 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PC S30 Roof S, Flashing Sealant". Its- Sealant 17-f292 ritilm sellarrte Enduil d6lanch6itri25mm) rrrn Nail cjavo 6 5ta' - 7 SM' 168 - 194 trim) 12' i305 mm) Exterior Research and Design, LLC. Evaluation Report 01506.01.09-R17 Certiftcate OfAuthoriZaticn #9503 FLI0I24-RIS Revision 17: 03/31/201S Page 4 of 5 TRINITY:ERD i 6,4,2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) naHS, Minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NK Gun Grace Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 3rsln'-ft' z7ido'l dt,wci't=Y4 E Nod MwuIT"A'1443r Cr 222 1 rfliw`. 6,43 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2,6 or R90525. Staples are not permitted, 7. LABELING; 7,1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.71 / R905.2.6.1, 8. BUILDING PERMIT REQUIRENIEN rs: As required by the Building Official or Authority Having,lurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 6IG20-3 QA requirements. 10, QUALI Ty AssVRANCE ENTITY: UL LLC--QUA9625; (847) 664-32a1 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506,01.08-RI7 Certificute of Authorization #9503 FL-10124-1315 Revision 17: 03/31/2015 Page 5 of 5 2/15/2017 C BCIS Home Laq En User Req'st'atlo" H, 0 t Top'cs Florida Building Code Online ux V Submit S11101,11se sets & F.Cts P,,biwat,(ws F3C Staff BCTS S,te Map L k-, se"'Ch ApprovaldbprjjProduct USER. Public Uses plicatia eL2' > AP n ailDt FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc, Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@brnterwrap.com Authorized Signature Eduardo Lozano elozano@inLerwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.corn Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 1111712017 Validated By John W. Knezevich, RE Validation Checklist - Hardcopy Received Certificate of Independence Lme 1) _)d f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.23 1507,5.3 1507,83 1507.9.3 fitl,psillwww,floridabuilding.or4prlpr___appjtl.aspx?paraiii=wGEVXQwtDqv3yVVKJZ1QRAdhy[2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 1/2 2/15/2017 Florida Building Code Online 1507.9.5 T1507.8 Product Approval R'.ethod Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15216.1 RhinoRoof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Method 2 Cptlon B 04/28/2015 04/29/201s 05/04/2015 06/23/2015 Description Synthetic roof underlayments Installation Instructions FL1S216 R2 II 201S 04 FINAL ER INTER`AIRAP RHINOROCF FL15216- Verified By: Robert Nierninen PE-59166 Created by Independent third Party: Yes Evaluation Reports F1_15216 R2 AE 2015 04 Fli`tAL ER lrjTER`,r/RAP RHII`l0R0CF FL15216- R2_Ddf v Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Ta_Ilahassee FL 32399 phoney 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy :: Accessibility Statement :: Refund Statement_ Under Florida law, email addresses are public records, if you do not want your e-m&i address releasers 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 4S5.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the 4eoartment 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 entail address which can be made available to the publc. To determine if you are a licensee under chapter 455, F.S., please click here . Product Approval Accepts: hops://www.f oridabuilding.orgiprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 212 TR|N|-T-Y ERD EVALUATION REPORT ntemvrap, inc. 2923Mission Way Mission, B[V2V'6[4 Canada EXTERIOR RESEARCH & DESIGN,&C. Certificate ofAuthorizatiom#esoy sssc* msrmm STREET, uw/Twzs OXFORD, CT ow*ro PHONE: ( zus)zez'ozos Date of Issuance: 02117120 Scope: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen' P. E. for use of the product under the Florida Building [ode and Florida Building [ode, Residential Volume, The products described herein have been evaluated for compliance with the 5m Edition (2014) Florida Building [ode sections noted herein. LAoaums: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: ThisEva|uahonReport|svaUduntUsuchhmeasthenamedproduct(s)changeo the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen' P.E. if the product changes orthe referenced Quality Assurance documentation changes, Trinity I ERD requires acomp|ete review nfthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, acopy ofthis entire Evaluation Report shall beprovided tuthe user bythe manufacturer ur its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 3. Prepared by: Robert/.M. Nieminen, P.E. Florida Registration No. 59066, Florida ocnAwe19ns f-- k —1~o, g -th~-d by R.b-t Ni--,, E-111)vmun~dop."*--°—°iec"w°IIy" q-d S,g°^=..d lb.,d-p- h— b"".°"~.°m~"~ CERTIFICATION opINDEPENDENCE: 1 T*n/ty|Fnodoes not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products |tevaluates. z. nnnitv|Enoi,not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert miemmco^ p,s. does not have nor will acquire, a financial interest in any company manufacturing o,distributing products for which the evaluation reports are being issued. 4 Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5 This is a huodmu code evaluation. Neither Trinity |cno no/ Robert m|e*meo, P.E. are, /n any way, the Designer o[Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained I RINI'T"'Y' FRr' ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Properties Standard Year 1507.23,11507,5 3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 I507,83, 1507,93, 1507.9,5 on Heating 1507.23, 15G7 53, 1507 83, Unrolling, Lear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TSTIS09) Physical Properties 100539395COQ-002 10/27/2011 ITS(TSTIS09) Physical Properties 100539395"OQ-006 03/14/2014 ITS (QUA!673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4,1 RhinoRoof UZO is a rnultilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type If felt, RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes, SJ This is a building code evaluation. Neither TrinitylERD nor Robert Nierninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal and Shakes Slate or Shingles & Shingles Simulated State RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation 61 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6,2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed, Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-RZ Revision 2: 04/27/201S Page 2 of 3 TRINITY' 1-R,[---) 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4,1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4,2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited, 6.4.2 SlnELe Layer_Roof Slope > 4 12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-mches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayruent, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6A.3 12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements, 9. QUALITY ASSURANCE ENTITY; Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate of Authorization #9503 FL15216-RZ Revision 2: 04/27/2015 Page 3 of 3 2/152017 Florida Building Code Online BCIS Horn,, LoQ In UsQ, Registration HGit Topics sw)—t su"'-ha'q' S'Irs 81 FaCes Pubhcano's FBC Staff vc; S Site Map Lqv's Search t db'rP Proct Approval USER duPublic U,e- I --, f I A P P I i C a t i 0 n Re toil FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/ Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol, com Authorized Signature James Buckner jimmy@cbuckinc. net Technical Representative Tonya Steele Address/ Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000, net Quality Assurance Representative Address/ Phone/Ernail Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, the Evaluation Reciort Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09122/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL165i8 R1 (;S,)I_Cert0flnde))(,if L_ httlasiflwww1toriclabui ldi ng.org/pr/pr__,appjtl.aspx?param =wGEVXQwtDqvqqu2w%2bnFgU Ft]4vGKLj5U rT5vM EPb81dbqi EG9GRM %2fLfw%3d%3d 1/2 2,115/2011 7 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved SummaryofP-roclucts-1- FL # Model, Number or Name 16568. 1 'fllyll-2" Off Ridge Veit 03/ 02/2015 03/ 02/2015 03/ 05/2015 04/ 15/2015 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +1N/A/-75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide, 16568. 2 MMI-213 Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide, Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck, 4', 6, 8', 10' Nominal Lengths Installation Instructions EL16 __ 916 8 -E I II 01 N, _NLL 0 fR I d n e l qIL-Li _T I MI) I Steel FVALREPORT pdf Verified By: James L, Buckner, P.E. @ CBUCK, Inc, P.E, 31242 Created by Independent Third Party: Yes Evaluation Reports EL16568_11 AE 01 NIML2 Q rfRijgeVnt- _ST MEL3(_ Steel AL EREPO_V_ _H-12-ft Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FLI- 6558 RI IT 02 _HHLZaQfaL n 1: - TA S Verified By: James L. Buckner, P.E. @ CBUCK, Inc, P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FLI6568__ Rl A- E 0-2 GffRidt eVent-TAS IQD -EVkl REE_ OR-odf Created by Independent Third Party: Yes Cortar:t Uti :: 26Q1 Bla,, Store Road _Tallahassee FL 1 399 Phone: 350 487-1824 The State of Florida is an AA/EEC employer, :: Prfvac :: AgCeS`t)i lity Statemene : : aefund -Statement Under Florida taw, email addresses are public records. If you do not want your e-mail addue.ss released in response to a public -records request, do not send electronic met to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487. 13951 'PWSU8c`t to Section 45Sr275( 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 ava,lable to the public. To determine if you are a licenses under Chapter 455, F,S,, please suck here , Product Approval Accepts; 91 A El M l"Iredit Card Safe haps:!/www. floridabuilding. org/pr/pr -:)ppjtl.aspx?pararn=wGEVXQwtDqvqqu,,,Y%2bfiFgUFtl4vGKti5UrT5vrvIEPb8ldbqiEG9GRM%2ft-w%3d%3d 212 C"BUCK Engineerinq Spec1aIN S=,truc=f-urc5I E=nqIne3erInq CBUCK, Inc. Certificate ofAuthorization #8064 Evaluation Repor',] MMI-2" Off Ridge Ve Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E, SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No, 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1 — 7 CBUCK, Inc. 2015.03.02 10:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net Ft, 4: FL 16568.1 RI Date: 2/26/15 C B U C K EnginE=er Ing Report No.: 15- 1C4-MM2-St0RV-ER_14 Page 2 of 7 Spec_-IcOij Strucftxal Engineering Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing MUCK. Inc. Certificate ofAuthorizoNon #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: L Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation,) Description: 0 15/32 (min.) or greater plywood, 0 or Wood plank (min. specific gravity of 0.42) 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASO) with a margin of safety of 2 to Z. 0> =°m 0= ~= Nm "'0 0w m+ PL#: FL 16568.1 R1 Date: 2 / 26/ 15 Report No,: 15-zcw-mPvlz's,oRV- En_z4 Page 3o[7 coucK, Inc. Certificate u/A,thoriz^mm#8o64 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent ofthe code asthis product isnot addressed specifically |nthe code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain kYo0s by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5thEdition (I0l4)'Section 17092. Evaluation Report This product evaluation is limited to rnmp|bnoo with the structural requirements of Scope: the Florida Building Code, as related 1othe scope section to Florida Product Approval Ru|e6lGZO-3.*]l, Limitations and wScone of "Limitations and Conditions of Use" forth is evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approva|° contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Ru|e5lG20'3,OO5, Per Rule 61G20'3.004.the Florida Building Commission is the authority toapprove products under "Optional Statewide Approva|" e ODtion for aotalication outside "Limitations and Conditions of Use" Rule 61G20-3,005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized inthe [ode" Any modification ofthe product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design ofsupport system isoutside the scope ofthis report. Fire Classification is outside the scope of Rule 61G20'3' and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &8rmwardCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Ru|e6IGZO-3.O05 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through 0= ° 0}=w w ww N=0 Uw m 0 FL#; FL16568.1R1 Date: 2/26/15 Report No.:z5-zo4'mmz'otonvsx_m Page 4oy7 Stru=ttxal Enginemering mUCK,inc. CeuifimtevfAumurizotioo#8o64 Components/Materials Ridge Vent: "K4K8!-I"Off Ridge Vent by Manufacturer): Steel Thickness: lGgauge (min.) Yield Strength: 40ksi min. Corrosion Resistance: In compliance with FB[Sectiwn I507.43: ASTK8A79Zcoated, or w ASTW1 A55369Ogalvanized steel Nominal Dimensions: Width: 24^ Haight: 4-1/2' Lengths: Z,4',6''E'and I0' Pastener( s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size: 11 gauge x 1-1/2" Corrosion Resistance: Per FBCSection I5O6.S Standard: Per A5TK4FI667 Alternate Fastener Purpose: Attaches Ridge Vent Base Flange toDeck Type: Hex - Head Wood Screw Size : #20« 1-1/2" (min.) Corrosion Resistance: Per F8[Section l5OG.6and I507.4.4 Standard: Per AN%|/ ASKXE818.64 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size l/ 4^thick minimum Standard: PerASTKl D 3019 Type U| andASTK4 D 3409 N °° N ) N y N w m m FL#: FL1656O.1Kl Date: 2/26/15 Report Wo,:z5-1&4-Mmz'uom/en_14 Page 5o+7 omu[K,Inc. Certificate w/Authm/zomw#8ox4 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4^ thick and extend Z° onto roufunder|ayment. (install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4^ o, cand 1-I/2"from each end. a Minimum fastener penetration thru bottom of support, 3/16". Install the "MK8|'2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections ofFB[5th Edition (20I4). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment, Referenced Data: l, ASTK8 E330'02 Uniform Static Air Pressure Difference Test Architectural Testing, !nc.(FBCOrganization #T5TID: l5Z7) Report D0249D2-450- 18, Report Date: 8/29/13 2 Quality Assurance By Keystone Certifications, Inc, (QUA ID: I824) Millennium Metals Licensee # 4Z3 3. Certification of Independence ByJames LBuckner, P£ @[BU[KEngineering F8[Organization #ANEI916) C-BUCK Engineering FL #: FL 16568,1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Pace 6 of 7 Spe:N=aRij StTuc:turcl Eriqlriezerling CBUCK, Inc. Certificate of Authorization '18064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck T-- 4 1/2 in. E MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws IN 18-1/4" Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws Typical Side View (Not To Scale) a Higher Slope Back) C-B1 JCK EE-"r-1ee=-r1nqj FL #: FL 16568.1 RI Date: 2/ 26/ 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 7 of 7 Spexzzllaftij StTLx=tt—wc5I E=nqlne-,-rinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. Nominal Lengths 4 Ft. 6 Ft, 8 Ft IL 24' 1 1/2" 4" o,c. 4" o,c, Typical, Maximum Typical rastene,(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 410 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Isometric View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws Product ApprovaldUSERPubhcUser FL 9 FL2197-R5 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 MiTek Industries, Inc 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851- 7480 Ext 7480 dwert(a) mj i.com David Wert davic1.c- wert@mii.corn David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851- 7480 dwert@mii.com David Wert 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851- 7480 dwert(Mcall. com Structural Components Truss Plates Evaluation Report from, a Product Evaluation Entity ICC Evaluation Service, LLC Quality Auditing - Institute Ltd. 12/3112017 FCC Evaluation Service, LLC. Standard ANSI/ TPI I tnce for FvajUaLdf Sections from the Code https,,,'Iwww. floridabuildifsg.orqlpr/pr appjtl.aspx?param=wGEVXQwtDqvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 1/3 2/1512017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved xq rrmrlpr, 9f?rR0u_cts_-- FL # Model, Number or Name 2197.1 M18SHS Method I Option C 06/11/2015 06/30/2015 07/05/201S Description 18 ga, super high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 I! Instal lationES R- 1938 _A2EjL201 1, pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure. N/A Evaluation Reports Other, Can use HVHZ per ICC-ES ESR-1988 Supplemental ELZL9 7 AE_EaR - 1933, , p-d f for the Florida Building Code 2197.2 Mil 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ; Yes Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant; N/A Created by Independent Third Party: Design Pressure- N/A Evaluation Reports Other. Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 RS AE ESR-13t1,r)df for the Florida Building Code 21973 MT18HS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes pdf Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure* N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 R5 AE_ESR-1988.odd for the Florida Building Code 2197.4 MT20 20 ga, truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes :)H2011 ndf Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS Af_ESR-19$8.pdf for the Florida Building Code 2197.S MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 fr InstallationESR-1311 Nov201Lprjf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 R5 AE ESR-_1311_pdf for the Florida Building Code. Contact Us : : Phone: 850- 487- 1324 The State of Florida is an AAiEEO employer, LcioLnghr_2007-_ZQ I IS rate of Flnd :: AMe gient !: Refund 5isIjemC,nC Under Florida We, email addresses are Public dacocds. If you do her want your e-mail address released in response to a public -records request, do nor 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 4SS.275( 1), Floods Statutes, effective October 1, 2M2, licensees licensed under Chapter 455, F.S. must provide 'the Department with an email address if they have one. The emants 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: 9:1 *A El M https:IA,vww.floridabLlilding,orglprlpr__pppjtl.aspx?param=wGEVXQwtDqvrTEx%2bbkfH%2bN%2b'ln2biPE5kg9cYXW[vle624rEo%3d 2/3 2/15/2017 Florida Building Code Online Safe https://www,floridabuiIding.org/pr/pr__app Wd 3/3tl,aspx?param =wGEVXQwtDqvrTEx%2bbkfH%2bN%2b%2bi PE5kg9cYXVVMe624rEol INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Fetal date Connected Wood Trusses, shown as Chapter 3 in ANSIITPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. 211 512017 Rcis iio,-ne Los In Use- Rec st'ation Hot Taaics3 ej i, , Product Approva IdvR, Public: - laser d brP ' FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method Florida Building Code Online Al N, S: rSmrt Surcharge Sets 1, FAct, PuOhcanois PE'c Sraff 6CIS S)re Map Links Search il I A _.-at I Application Detail 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 Sections from the Code FL1644-R4 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826- 0200 Ext 278 roberttaylor oftc, com Robert Taylor roberttaylor@)bc. com Robert Taylor PO Box 2400 White City, OR 97053 541) 826- 0200 roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826- 0200 roberttaylor@bc,cor* n Structural Components Engineered Lumber Evaluation Report frorn a Product Evaluation Entity CC Evaluation Service, LLC ARA - The Engineered Wood Association 01/01/ 2035 ARA - The Engineered Wood Association 6 1= e ino f pd :ate _qfLr1 _ _ Year 2009 https,,' Iwww, Horidabtii[ding,orglprlpr__appjtl,aspx?param=wGEVXQwtDqvXaHHDwAAyby9elFbcyUOC%2fERNVSeXIEM%3d 1/2 2115(2017 Florida Building Code Online Product Approval Method Date Su^muted Date Validated Date Pending FBC Approval Date Approved Summary of Products F6 # Model, Number or Name 1644,1 Versa -Lam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Floor, Roof, and Wall Framing Method 1 Option C 05(0512015 05/27/2015 06/02/2015 Description Laminated Veneer Lumber Installation Instructions FL1644 Res It east install cornpl to fall si u t Verified By: W Gary Dunn 77277 Created by Independent Third Party: No Evaluation Reports FL1644_R4 AE FSR-1040,pdf Carted Us 26Q1 6latr Stone Roa t Tnllgh'tssee+ F i?t99 Pgone' 8S0-4fi%-144 The State of Florida is an AAr'EEC employer, Co ,,, ht 2007-2C13 State of Florida, :: Pmiva acce5si lilt Catemern :: Refund Statement Under Florida Iaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do nor send electronic mail to this entity. instead, contact the office by phones 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, iiceosees licensed under Chapter 455, F.S. must provide the Department aims an entail 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 w th an email address which can be made available to the publuz. To determine !f you are a licensee under Chapter 455, F,S., please click here . Product Approval Accepts: Cled' Card Safe Mips:llw+r w.€loridabuHding.orglprlpr_aAp_ tl.aspx?param=wGEVXQwtDgvXaHHDwAAyby9elFbcyU©G%2fERNVSeXIEM%3d 212 2115/2017 Florida Building Code Online Inly Bcis Ho", Log to Us", Reqwlauon Top'cs sub—, S'is & rac!" Publ';"twfv rsc Star Bis site Ma", links Search Product Approval dbpUSER, P,,oilc Use, I Application Detail FL 9 FL158-R8 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 CAST-CRETE USA, Inc. Address/ Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 1.28 c,. parrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete. com Technical Representative Craig Parrino Address/ Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Quality Assurance Representative Craig Parrino Add ress/Phone/Erna i I PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard year AC1318 2011 AC1530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 1- ittps://www.flaridabuilding.orgpr/pr_,app_dtl.aspx?param=wGEVXQwtDqueql`/`2bT71%2fFl92qnRzHNulocj5pqLXkU6g%3d 1,12 l V 5t YFYS eTe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS kY 4IE_ oR c s u«I t3 PRECAST s.IBTEE...REirdioptAG C€E_FARP,`,CA.TE4ta. MS]S?Ei. tc E c uxEo-4 yr t F 0,"_?gEC1.,i eJ/ 2" py.C(-yy niX1Ry_tIHP€t, B"2f2E.CG5ZJ-4Rb E£i 6'J'RESM1AfS5E4 ll-6INFEl '&EST?fES5E9_ IKTU RE{AFQ%CfN,sfi.SAGE_F60ftICATifiN..MGGEL 7/32`0 BAR STIRRUPS -``. TYPr ASTIRRUPS TiRH, ivryE@"2L3f'S 7/32" 0 BAR r ua s 9 SDR- RUPS ', O _-8" LIN ELSE, r, rmi NiivELS TL ° STIRRitPSTiRau DETAILSP9u.s. JM1 e 6"_Pffi. AST YY 2r f2FE.£.iSb E£10R Q UNTFL F M ASi tL- ANTLL a"PRES7jn`; rR , ANTy 8" PRr_STRFSSM U-LINTEL MIA !ABU 8" PRECAST D _LINTEL_DATA TABLE GENERAL .NOTES: x _._ _ _ L}Y€FyL V6 U,FC TWEtQ { 4-_.n SCCt P-' iC1f' 4TrYt C INO. CE{ {,INTCL I\+{LFtif V7F tf.H£ A BOYiOk $lEEt (7...T STEEL G,5t4wtE14 f. RiiYYdQ6t[5f, Si EEt: 7/51. BhR A4tN A516; ji, ¢d, 5. btriE SFtf SQtAt K4)YBEW kU 5SSIooIPS S;ZY E t _ T4'f'E .T G:{{ _ tYPE I S.ENCtit S%'AC'hC fsr smtt>( SIZE CtASTYPE €ENGTN -TYi'E S.E ttG IN :pAnx _yIR AN6 ii RCEF..4 CRAM GO A5tu, A6'S, ij°G ENGH k£W!R£0 r5 G6U?f tf6 3; h&1FHd ERbu CAGid Tj37. BAR t 3 7%S2 OAA 34 6 (; (g d`-Q` € _8 E x4 E i2c S RFRi R f 3 5' 6.b_' } 3'- 5" y7 32 5AR i 2" Et A ( 4... OIAGEiCR 270K4f tGHt-N£tFXAM11 PIES(AFSERI FI10 01 ME G£fr!£tFiEC@(G CAC,f; MR PX,!#iM 75 --d Sd0 SbJ 7 32 f3AlY t 2" { 9 `I f64 1 fiCBbR l -- 5RiANQ hfi'N M16, 1t0, Of Silk&V?5 = A, SNEtt 7H.0 r ..... 6 4A37 3 4 t 7 S2 BdR 3 B; N A _ A W" ii __ iii111 I HEt.tt O% C.%!U CACk. YtR1E4 SHbv(3 1 5StPktIP4 152 /S REBAfl 8 7 ST b4R' 4 2 tFjA k_ 1, fi6NCACtC St REIOWti t'< a 60co PS! FOP, n" ER4i i ACt1 EWb, 19._,-4 f v t 10 , 7 7j32 6AR 1 4 7/32 RM 119iT 4 d§_A` 2" 9 ry 4" f.649 t92 3 xC9AR 5 J 7 .79 ftdR j W6" tt A 8 u P&ESSP£SSE6 4MEt"s, ! c a 4W6 PSt tCR All t €7jS7 S3AR i'-S" t - 4 ~ 6. 2.5 PJ`,SH 41 PUIfBNU+'"t.Cf1t YE9E&5 9f.F t -k") 6A94 7f;7 I Ap rd / s t0 EY.Its i Tffo -SolvCI 'v 9" 7/32 BA4 5 8 HjA 6 PREGASS 8 kNGH tt#[EL5, yy p rc- ' tiAk [i` 2 iii 3'..8 S k" 9 1._--- cnE0R. € xE usEO M letu kN.:PAIt t ...... ,.. 6 G' f3. 66C 23 d.4 6 flCBF 6..-5"_ 7 32 BAR 6 2_ k77A & 5. tK13;Ai PfiESFREYS f0#CE -. O.lp a tp, FF T 111-1E6 1 ttt REtHf( CoM CAGE III i(7/37 6AR i 3 ° (jr (-7 B 0.489 4( 270 R REBAR 7 -5" 'J 32 8hR I 2 -Y%A - b 6 Q 700 81' t- } - - 7 32 BAR 2t 0 5 0 3 - 10 3/81 0 l k STftiPY<N4 SP(d 4?(f, PiEC4f RC5SCD Cp pEy£ET t,fY'StC Af(G HAN4'tt(ip f(SRCf 5. 1i4 5v I, 16 6" f 6 .._- 2d'-ffLL 0,219 gpI ryryB AR 4 3 7 S2 BAR 23'-f0" S dY 4'-3 1 6'(( 10 !,f0 6 ft 098 378 pd EtEBAR fQ 5 iL REBAR to 2 1 U L R Jrkbf tB 0. /' .L. 1S 4 klad 468 >-REflAR f1`,"3 Q3 REM f[ 0 A*.0 8_.- e ti`C" ..••r,> '1% s it 0 0f tU A39 RElkAR fl'.tC g3 REBAR tf 8 3.,q 8 e v[Vt° S' PRECAST V 2' RECESS Dt3i2_- LINTEL I AiA TAE3 E 3 A 67L2 ds0 rps REeaR 4s`M3 x rzfnAR fs a' 3'_6' s 6` 6.f 2 J -bk 5 Rf. tinN fat-Ff" 413 IXe 5AR 45-8- 3`-bh S. r I i It Y t. c f IY if SiI'{FEL6! W/ !. di4 SS v0 Uf tt AelCttt A t10i 6N STf€t g TqR SFPES, « uc Yy,X1g¢ I zF }t N aN Eftan ¢t tY LBs EE 2 G" 4 4 0 C 636 146 ehR pleb 7 S2 BAR 3 6 $NSA 4, „ 3 0 i F S 4 0437.I tS S/3 k:,JAR lS t 7 32 OAR 3 S6` N/A A ru (jF%(} ) ` 4 _ G" j. e E 4 4 O,0a7 5 (5'kCLaa,E z BAll s AEG PAkf2#`<t w a'--d 1 8 0.0. 4 jag Aea i[ ' fi •. (C}/ C* 6324 CR 519 6 2i3 Efi TtEfihR fsu9.- Ey3REfh.ftk6 9 f1h i 6 SriE4 PRO PR4CiARY fktf6ebiA,14A21 t5 PROVtt7E [f F'!}ft YRrJ7uC: APPRGvkt, kt i5 wa ,c' : { E t ( . 44 . , q v' PR9YECif tf N' iCOPYRif iT IdVS ktFU AtiNCi BE fiEVFilBtk.EO OR lSfSt RIBUFEQ a ty t`r. ,..•4• R S"ER. f• 3Filij E"rs.078 2f3 8d "MAR SR i ` p5 ft£ShR 6 14' ttfA..( 6 f•°i tJlj 4,'f`5 u I 4 3tkd REeAr}!s 278Aft $ 4" 2''Q`I $ Yt[EltOtri TI?£ kRio2 Wfttt7Clf COtt56: tli cTF GA [-C2EtE USA, (NC. _ f ltr VAL t,.6yf4t . E'r f. ((. i(}. QQ ]5 USA yt6X `f REVISION t7rttF nc.P c.7t Erlct4 NuMM3 OPT[ 11, 5, Mt6<Ofa E I / E: CAST—CRETE 8" LINTEL FABRICATION DETAILS Tit GF'N A [ eY1SI NUld = ft TWO 1 i{{ _A_ _ _ _ — itr'A E CtiANCC a I3ETlc 16'R GPTlar /i,/u 1 .K G ;p ET (Av J/ / I tt Y t . E r y 1.,_tfy.e \ `'../`o.J. 4 4' L FttC PiAUP' 6850'3f-IS OR.SYIYi H'(: MR, PR IRG pf. 910. to. 4d1S6 'CAtE F01 10 SCALk F x W., .. ,..,, ..1:. a h C]GENERAL - tEVI5i0N _ J9/ bd •. / t ,I t 7 %,,:I IXI' - I _. . _ - — - - OAiE: 06/01/Y6 CF£6xFo Kf vw<; P*4Jw0. F.E. REG. tQf. 4d):h pUSYBiG No. FM SAEF 4 Cif 3 SAFE LATERAL LOADS FORSAFEGRAVITYLOADSFOR8" PRECAST & PRESTRESSED U-LINTELS S" PRECAST & PRESTRESSED U•LIMTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U•LINTELS SAFE LFOADassSAFELOADPOUNDSPERLINEARFOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE mar oYieri2 re 6F.6 32 ar2ooff 2s-o6 a 2e-uY assz as i_`- _ L LEENGTE-{ _.__..-. 8}8 ._- -. -..._ -6YPE £',€-ESEY3t'1.} TYPE 8F8 if Nk t2 fi 54 t6 'Y Bf7tr tf bC24 IF &F28-t7 GF.I 6f 4l-tH 16YJbYSF. }(} 8F20 H SF24-PG 8f 7Bt8 SF32 iu :LENGTH "--_., .. ' LEM1IGTH a({y 1} i#'12 Ii SFf6. 2C SI"26 ti 8(24 `( 8478-LI SF.72.71 Y.'64 3719 4i53 56,1 ACt`14 4502 iO3`F __.. m.._. ..._ _.. _ 3=-6' (4Z) PRECAST 2231 = t i564 26553 24 4194 52C3 8157 7€i6f 4MS 6113 47 8914 f0394 16g9 (42') PRECAST 1025 10) 4 1,598 3'-6" (42") PRECAST C559 7655 35 4 4'•4 5763 G6S2 7CMi 6 2'6 7,751 3826 480 !r9bt 7034 8161 _t565 1I'm5(}6o_ SA i SSt© SSZS 606 i _CY" (4Y) P'EtFCASI 19C>6 - - 4' 0 (48') PRECAST /65 !65 1309 4'-0" (48") PRECAST E2G43 .GOS fills 70 7 897a 16394 Il800 ( 4,3Ei5 25J5 3460 3814570 5325 6079 4" 6 ( 54") PRECAS€ 5g9 964 o ss 37,1 45r6 Baca ella za7 zo-ao z7o-7 S o4s 47kt LL5319 1 4' G" ( D4") PRECAS[ 592 ,91 10'/3 4 -6" E•r:'") PRECAC, --- 7r69 0116163I,at 4 Bfit7 SG29+. I &2 _..r_ i1( Y7_ 2040 2101 35'S 4(}45' 9771 5579 I-1349 1438 1999 25VI ?421 3686 1 4249 1 - 16t6 I71 Virg 2276 PI 283a .5399 S96t 522 y'. t {bf } P4::CCAS1 12 7 ( 0 .__ 15 n (64`) PRECAST 411 411 745 ,r-4" (64'j PRECAST ft63 1G90 _ 5 55 7'i<t} 73421 SrS}6vxi t0E2/r, 1015 _ 1715 , 2276 TE38 _S..t9 .1987 4 7 V105 1173 k65i 2tt9ti 2549 D( g h10 909 t567x 2DBti,n 2593 SfOt 362t7 4t33u; i'Rf[R,,M 1062 -- -.. --_ - 1 Io'(70") flwt cls1 :i40 ! 339 616 5-10"(70") PRECAST __ 1E } 762243C2SIif8166}fit ri871 a F 2E tM _ -..- ,.-_, S 925 k5S7 2380 2593 1 310/8 362o 91J5 b PHLCASt 123P 7171 o 361f 3?Q7 45g3 Obi 4 ff 6 (7i4('R .._. . . r;'.-6" 16^^ T'€tEE:A`ii ' 7 i 6'-6" (7E3^} PfiECASf 83" a ..-NOTu 186 a ) 9,0 ..._2190u S7.S,ip _ 310L z38 /irr rx 5sa; 8360 1o,s aazS , ( 7 .iQ! 7 1 79q CAS; it S35 MV 1868 1 7329 2790 3251 3f12 roi r72' 2asz zzos ME 't91 `a68a t .... ---. L - _ -- --- T_.. g t))} F,FCaSi - - r - 7' C ( 90") PRECAST 424 _;.3k 63 T-6' (90} PRECAST _ izrs 104 2025 2426 2821 s776f, ii 1121 r }G6' n i6 4 z025at 2426p,. 2827 37 6f fii9 76Gi t...-f898 188E fl467!<q( 64 /7 p,r i T7t J ..4 7 [ } Ffrr t;j.$i 699 iP60 k625 256 4k}5 28t8 I 3.,62 _. -.- S4i 1" i 36 f ?4 , 18,5 2457 a 2W } h a } --. 1 S` 4" (112.) PRKAY 326 { Sit 2M 9' 4" (112-, PRECAST Est t .. _ ( to 157 f/ 45 k d E . 2S6S S dSa I 4I65tea,j 6 b,,r, 1 _._.. --... .-_.. - 5°k 854 i318...i i6§3 1969 2294 2Gf9 I j ,G'_- r 126 PRECAST h W 1247 2C9J iii7 2 fi1 ( 2555 I .... _.. 5S'i S'15 918 ftfi3 14Lt k756 .20,, I i ) hts _. #C 6 (12f1) Pt?fr WA - 284 401 180 10'--6"(126') FRECAST E ,t L: Sf t. to+ 5452(tJ3 218i 43S.q 530 ' _05 t+80 4r, 1472 e 176} t 2055 2346 5F'+ 99f` 1366 1116_ 242J l7 S i'./ r!38; Pt?ECAS[ 1 557 -{k' - ... C(Mb PRPAS7 `r 45 -! 1 14 i 5!141, KFd.S f: ()314w ._.t7t 3ITv 1/5 f.4sn I 5- 2 6_ 945 Q66 18a6 2425 3127 .._ €`n56 _ 'i^ r ( ) ( ib.} +JL i t Et -4 (i C } tHE4:'+Sf 494 6al 1042 ,Su t„ l64J t ISSr 218r 3y 5h0. Si', tC75 148 t&3Ei YSb 28$3 4 i 9SFS Pr, 1153tr+} 135r 4S65 irr 45`)PREh5YLSiOt44P'ECkS( ( 914 dOZ 51 0 }44 lshlChS( Sao 8/S Ir 4 1r84 2193 L805 S s6`7 4 70 M A40 ,r ISO gs; I, Ot F818(,q 207 k S86j. 60/(,, q 7ES5 p4 966 ,.. fi43, t325tri 5' 4 (16C') PRECAST 296 ----- _... ._ ._. IS 4` (160") PRECAST 217 324 110 1.S`...4`(ib:,'"} I'f?FCASC 16B' PftECa., 42$ 2116 460t80 Owl 1159y, Maf8 4 18%"i tF37Ln t 4' /55 1G02 _ 1326 i839 ?127 26341 ( __._ 4r4_. 706 002 - t s28 8 t 2i27 26k1 i4 0" 2C7@ 293 lOb 14'.-(3"(368") Pf7{h T 384 a 3b8u 54 ir,}) 12a pg 889 n, fOSM1 sx 1220 r, t4'-f} ft6h" PRf Gh 7 9Jo- rq ti4? JG6 fOkiT 132G irn 410 .,475 717 } Im n i y8pq 15a2 (r, 1907 Nd K@672hRHRNRHR ._- . i4--h ( i i(;)FRf 5TRFS5E[7 NR _._.. ....T _ __ 14' 8'(176")fRESMSSM t,LR. 284 91 i4'.8'(176")PRESTRESSED zS9_., 334 Iny 5200sy 6tx t,r). Kt l' 97N@rt istprt 4 8 783 1 36 !9Q/ T2M15_ 25f7 77t `[16 395 66: 980 (m i 03,E F'f S ln; 1134 ¢q Nit - /8._7, 0 . ^ } ._... C.— _ 15'-4 ( 184`1 PR'.STRESSEO NR ...-_ ( __-. _ .__- _ T-..... 4° .84" P424 Si Rf SSE.fl 2SD ..7._368 -..6t8 627 rrrs'! 09 n1 411 (x' 105i E>v 4 Gix4' f ltlsrrLSSEo N. R. zs a.3'- ( ) a74 I 3, a asG . 4 1T- a" (?p8" PRFSTRESSEG g ! wr< N 1 »f._ __ts5 2`aa Zwuo xls ..1i - 4' (2 f "} PRESTRESSED N-E2, 194 64-4"(2k8"} pt;E:'1f2f:SS:(> at ( 253in, 4 .1 9es— tua 873 1 ..R _--+-- Mo 8 .._ tsrca faos , NR d9 _ t" Z.1 i9'-4"{752' NRfS.eaS5Et7 _--- 1 , ,_ ", - Y4t Sc6f Gab i ioo5 s2r, 1, i473 {vE. 19' (2,} ) PRE TRESS (OR FR _. rFr t& 2 2L9 1 S f3 54? 547+ 741 (rt{ 23 4lo 1Eo 103/ 12flz fsf5 111c ,48 .,L i3 4 252' f12L.,1KtS>l.L 76e t 253 529 N.2. 7 a (`6"' E' Stk^SS,a; N t --4e ,r/ s Lr Ira r+fr &+ N£1 w< 2 4 2°6"` i'fti41 4S5`'.D t a' 1i'-.4" 25Ei" PRk5TitESSEk7 _u2 zaa :, 07 > s9s, -..aso111,aea: 6s" 340 e b a a 14a, 7 " F,LR. 25 .2 ( ) — _i t- 142 ' 23Z 2 37.5 S571 IlE - 5'JS,."^i r R Nu ;R tdR N$ ti E2 tuft /" 1 .c it7 iH7 -. — 21' 0"(26+ / R£S1RE ,uJ R. G 40 22' £'(264"1 PRESTRESSED 2s5 Sryua 462 546a 630,}7» s 1 a47 111 Ueb 9s $ -.. ... __ '----- ..-. tS7 ._ .11 3 3f,21-683{z, 24'-h 18<¢',>;Rc.,72.5..fD p,.;2, I. '0 rre 7v HR N6- nt< _,ss s +74 Y7 3/ ) } g --- 2/' Q" (2Bfl"} 1tTrS1 z4 S,`iE N.('2 91 J:S 24`-0' (2&8")f Rf fRESSEiY ..._ r a 4t6 a, 492 a{ 557 p, s 1291i504t4644BB4IM1222 ( - s' L LL 157 I ( _L_ ' 774 !w"I 119 4o s _ j) I NU4't31R N FARPNRESIS ARE PLRCEN! RfDUCDONS FOR CRAUE 40 &EE GEt1MA! NOTF NO 18 ON SffrJ 3 Of §`fiN,J trrHmFSi5 M2E PERCEN1 Rf.E)UCNONS FOI? Gf41t0,' 40, t <,) AUDHO t EOAR. StE GENERAL- NOTE NO, 4 OW SEE.( J OF 3. Eti`i-t7,. E C ILML NOI F W,), 4 OR SHEET € f .3 O E N ;7csalx`raec' rsEto TEOP C6iRfGPARRttdO ttr® 6324CH679 f/ SEE GENERAL MOTES - SHEET 3 OF 3 d.C>! TRt ,••\: RE. RE 34415 'N1t''f kFr..fae o-„r; r Y.... _... ReviSIOn -._.-.'...._. `% ? e S FL. P.E. l.iC. N©.44756 n C G, d tA1, R 1S1 N NUMBER ONE f 1 96' C R CESS TY:E ESIGN T!_ N . I:2j30%96 r4 kAe s` 1 —4` THEO 1--- 1 o s6 IAKH R 11, > :: CAST—CRETE 8" .INTEL FABRICATION DETAILS A ffefSrO' Nrv'. (." it. )ICi -"" i ! . 0 / f 9 I F 'S. ;ry - iKC NA@i: GSSU62-rq t4 DUWH OF. -F.F. on,e 661atlss cxtc<[a BY: seas exxvra, e r - xzs. Ko. 44756 estvn,,u x, ros srlEer z OF 3 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPEI 06 LENGTH ol— &61018 8'IfI4 TEI ERIIII-IR Mf77_11 &FIF26-16 A- 4" (52") PRECAS7, 1635 3 T551 37-W, iL111— F3699 43SS 5124 T 6493 7567 Mll Wig 8'Goc' 1 9479 108113 4'- 6" (54") PRECAST 1191 51 16 M ML R 3 4546 1 t 924 6904 V756 3699 6 _206 920 r AG 6639 6060 1 94/9 10893 8" T PRFCAST 866 16 2277 83Ll 3402 39-MG 116/ 2 11 81 4567 6389 ant;'rguI'I, omi,, PRECAST 810 plb1653 (, W 1 - 7: El 2:42 "1 70 EO 32342 42_42 1 "-' Ol Lf. al"If, 6- 8w, t80") PRECAST797 901 i 825 3120 2402 5048 7747 9448 7360 got 186 ST20 5 ¢A 74T5_ 94,4 7' 6" 00'`} N*CASI 6 9 755 1490 ?459 3116 7239 5626 155 1410 _21, 59 3716 SW 8998t,,, 4T)89.q 9'w (titsrtw cks' 411 466 59'3 T C'6 22E 3 J129 4G,9r 146 275.S_ c5o I 5991R, O DIC NIUMOERS IN PARLMiLSIS ARL PIERCF_Nf REDWAIMS fOR GRADE 40 HEW ADULD PELIAR. SE GENERAL. NOTE NO, 4 MNIN NOTCS c'mct " O VAI) MITI T'Af) ch Wr PIWIM;rIt11 ASIO A09 ClkA 27LI !,- -w4 , c,'- At, ASW CTjO Iyr. K, , $ I trilA "d tNr, t .. CS d " "'- I i.t,. "-6 t>-iq. Nr'L' S'J. 1.tt, 20, 11 irk" ITT, , 8UH gI"d imtFil U bc.'q ',t' -, - th." r-"Ihr'L' lh TG FAII Add"I 1-11 6' 1,00 loA W37 M rot. yC1,12 IIR 157 ld,lli- Mir M0T pr AI Trrkr, -11( A", -- u,, " l'k.6 to Ik'o-4,g Iho R—4. P".16'q C", S',-, f6C4 J'T On Jaq t a t d R,r I- fS 6) W -I —ply ,lh To' -W. t' IT-9 tK z-- " ti't-j n—tat -1 A.. W d-oy U_ the 10) Nk- 140 RIIt'd 11) AM— b0d obA, k, be k- kd of th, Wft- uE the fniot -,,ty SAFE LATERAL LOADS FOR 8" PRECAST wl 2" RECESS DOOR U- LINTELS SAFE LOAD__ 1 FILE TY0L I BRUC, 8m 61 "c" lu LENGTF 4'- 4' (52') PRECASIT 1 758757 1164 m-) P111CAST 694 693 1073 5'4' ( 68-) PRECAS r 408 407 655 5'- 10 (70-) PRE CAS11 382 381 616 6'- 8- (80-) PRFCASI 595 798 464 6" (90") fIRECAST 09 674 363 9'- 8" (116') PR CAST S/0 440 214 SEE (1NERM, NOTE 18 13) N Ivioe ." f.o a GMNs i"loged I,, kAr' —0--y "It, V"Rf c coot of 0—A oPpl Id ;, I N-ftocoe .0 ASIR C 97,6 Or cIO' oppl-d -:oG, 14) LIAWs I"dd WIff, -UN q- Ay or gRl) and ho,, '1) Wd, 'r-I'd I 'I.ci,'d to, ihA -rb-1 r.d oq 4 " th. 1.4 A'p'4 d Wad ir;" " 'Sh.i—W lord 10 15) 1Ar -,NRIIIIII I"011 rAt h.-, — .( R Wd from, ar41 I— rieght M.- IG) For fi.reT i-jghs ",,t 1 n— ' 0c r,'d R- -1 R'olln mr-, I7J goo, fords .,A —mr..6 eunb~. Y-"' 0 SOI, lo'llit b—A . WVW d.jo m. orp, x, ACI 5,S6 orf AD 518 19i AAW 0 t-l 10(oldt ?d cIAo6tj Im, bc W-,odtrythe A,f ppRcl try o-ockrg Idot-0 ll l -111--ly can is KYU) 'U'l U. k1c; — Aokh b'- SLE .;AIL WLRAL LOAD TAM@S FOR GT,'j RATING 4 1 OR LACIt A6iOrOYGTl_ 4, RE R0TICED Do (Rcw) COUkSl112- ari IYP-/ )F rk (2j f's KOM rk I GR40 or GIZ60 L11-8 Mi SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U- LINTELS lc- ___ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE ERF6 -IT eRFIO IT W-14-fT PIMIt8_11 W22- 11 MF26 26 LENGTH W6-2r 8WIO-2T 8RIM F-21 a4FI8 2T W*72- 21 WW -210,`JO - 21 4- (52-) I"REGAS1 91)S 1668 2362 x1le 3151 44_5_ glio 7 b _M6 / l 444-5-- gus—, G140 861 1604 2272 29, 19 36017, 4115 943 dot 1604 "1 1939 3611 1,715 494.3 gI, J9 Y- 8- (68') PRECAST E281 srs 1269 lRil 76 7854 33P2 5'-10"(70') PRECASI _1207- ?lg F? 2 1 _;3 M86 2199ttt 6 174t, 777.1 i286 2-m9 6' -11" (80") PRI-CAS1 9801- 1, 21,29 q 6- 3329 13,64Py 2 1 66r4' 2% 969?, Z6 998 1364 2166 11 2 5,7 2968 595 2lIg 39f, ! M6 2J31 IHL NOWWRS IN PARFNTHMIS ARE PERCENT REDUCIIONS MR GRABS' 40 rIlI.D AIDDE0 REBAR, SCE GO&RN. NOIL NO. I YPL I3LSIGNA110N 11 FINFkiLEU A 8-12, 811'] 6 " ...... WII MN OF 15 fifikft F "R) m Of LAU lcm"ry JIF)Fl 6-1U111ILovkTfrfIt, 15 NowfulL RMIR AT TOP Ilk_ L E N FA. 44 k T E OF/ 0 40 R o0' F 15 IWAR AIT W F"q Lu' u, FKM 15 REW AT A)IfOV Or "TITI' t WIT WHOM f UTO 00"Nu 1-5/8- Acmk' ri'wm Fir 11i'll, TelMOAAL wilpf", VARRS) CRAIG PARRINO 6324 CR 679 suf NER, H_ 33584 W17ITT- CPIRECESS TYPE DESIGNATIOttl 12- 9 I 1 0 8 9 CAST- CRETE 8" LINTEL FABRICATION DETAILS A\ M"PNERAL R'WS'8N____ 28 - - I MAIN M CE" FARTIKO, Fl. 085U83-14 I ;f' ' " X 2iI: qML_-R'iyia'ML_ CH 2106AEG, W44M SCALE ROT 0 %Au El ITAJO 06/07/96 CRTCKFD gy: ck" pomo, ps, - AEG. 40, 44706 DIAWIRO IT, M ii1WIFT 51 ft CH L2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job rs® Hisr ic District: Yes El Noto Parcel ID: Residentialz Commercial L Type of Work: NeAvO Addition El AtterationEl RepairEj DemoEl Description of Worla. Change of Use El move 0 Plan Review Contact Person: I Title: Jul, z Phone: Fax. Email: kc, Property Owner Information Name' LKA Phone: S nt of property? treet: Reside City, State Zip® :S Contrantor Information Ar," 5 - Name Phonw Street: Fax - City, State zip: ;;zz--a State License No.:CkDaaq Arctit tlEn in r Inf6rmation Name: Phone:, Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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 perfortned 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, beaters, 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"1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NXQ_Tl E: 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 front 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 tirne 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 iaccurate at irwork will obedoneincompliancewithallapplicablelawsregulatingconstructin and zqnii vgtil-,I Signature of Owner/Agent Print Omer/Agent's Name rom Signature oftlotary-State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Type of ID 3 CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 113ELOW IS FOR OFFICE USE ONLY E'er its Required: BuildingE] Electrical o Mechanical E] Plumbing[] Gas o Roof[:] Construction Type:Occupancy Use: — Flood net - Total Sq Ft of Bldg® in. Occupancy Load: # of Stories: New Construction® Electric - # of Amps Plumbing - # of Fixtures___ Fire Sprinkler Permit: Yes E] No 0 # of Heads — Fire Alarm Permit: ales E] No [I APPROVALS: ZONING: ENGINEERING: 3gall 9 MM WASTE WATER: Revised: June 30,2015 Permit Application 13 STATEWIDE State Cert CAC032448 1-888-831-266S DEL -AIR HEATING o AIR CONUFFIDNING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job, Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7,0 - Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 030 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES FA,NSIF fO T —AL LIGHT c6-N—TRACT PLAN NAME TONNAGE SEER HSPF COMBOS PRICE_ NOTES 7413 3.0 14.00 8.2 4/0 $6,597.00 Added 3/13/17 7497 ®5 14.00 8.2 4/0 $6,449.00 7498 2.5 14.00 8.2 4/0 $6,250.00 7499 2.5 14,00 8.2 4/0 $6,189.00 REAGAN POINTE - 40' GARDENS FANSIFAN- TOTAL LIGHT CONTRACT PLAN NAME TONNAGE SEER HSPF- 1- COMBOS PRICE NOTES 7510 3.0 14.00 8.2 I 4/0 $6,850.00 7511 3.5 14.00 8.2 4/0 $7,044.00 7512 3.0 14.00 8.2 4/0 $6,978.00 7513 3.0 14.00 8.2 4/0 $6,758.00 PRICING BASED ON NEW CODE- Pricing valid for (6) months Equipmerilto be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cult Initials Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsultingcorn Structural Enginecring,'rruss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for flomebuilders David Weekley Homes 6567 Gunn I-Iwy Tampa, FL 33625 Re: Reagan Pointe, Lot 41 Review Of Existing Masonry Walls To Whom It May Concern: Based upon an email from Keith Dukes with David Weekley Homes on 4/13/18, we have been asked to review the above mentioned project in regards to the existing solid grouted masonry reinforced cells as indicated on the Dowel Placement Plan Sheet [52,1]. It was brought to our attention that the main house masonry walls were grouted solid without having an approved county/city slab inspection. Testing was conducted on Monday April 61h 2018, by Universal Engineering Sciences (Report attached) as requested by Keith Dukes with David Weekley Homes to verify the #5 reinforcement placed within the existing solid grouted masonry reinforced cells, Per Universal Engineering Sciences testing results, the contractor has installed all masonry reinforced cells as required by the Dowel Placement Plan Sheet [52.1], except in one location (See report for details). For the one location where the #5 bar is missed, the contractor shall follow Field Repair Notes #1 Omitted Rebar on the Structural Notes & Cover Sheet [SI] and add the required #5 bar reinforcement in the next adjacent hollow cell. After the one missing dowel has been installed and the cell solid grouted with minimum 3000psi concrete, the contractor shall be permitted continue with construction as this letter along with the testing conducted by Universal Engineering Sciences provide documentation the required 5 bar reinforcement per the Dowel Placement Plan Sheet [52.1] has been installed as required. If you have any questions about this letter please contact my office. Brian A. Danzis, P.E. Florida Lic. No. 81262 4/16/2018 Review d by, 0000 ova, No81439 STATE OF 910N Bryan E. Dahike, P.E. Florida Lic. No. 81439 4/ 16/2018 Monta Consulting & Design of WMR and Associates, LLC I'M ENGINEERING SCIENCES 61'JJ'7.JU'e"' kmfvcl' 4''n ((VV'V4'-7' In'p-k'o- Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: David Weekley Homes Ativ Keit"I Dukes 225 S. Westmonto Drive Suits 33DO Adlarcome, Springs, FL 32714 Project', Lot 41 Reagan Pamt, Proforneter Inspection - CMU Lintel and FW Cells, 4613 Eureka Lane, Sanford, Seminole County, FL 32773 As requested, Universal Engineering Sciences, Inc. (UES) repre5entative(s) pedarTned construction mate dals testing andtor field inspection services on the above project Testing results andfor inspection obeervatiors are reported on the attached sheets. The contents of this package are summarized below, contact the undersigned or LL--belh W Naranjo (extension 23134). Sincerely, Universal Engineering Sciences, Inc, COA No. (30000549 Fred Schmalzer 2018D4-1 1 07,16-.10 04'00' Fred JSchrnalzer, P,E- Vice president - Construction Services Attachments( l) STATE OF FLORIDA Iron Professional Engineer No, 38,818 Ing I 5a"'o try;195. 1-11,110, ties 6bE ate tr xrontc Apr For V* ntruai p;ctemor, a, UriverEars Wer"s. t.1Wgenem, wtftand wnvw' our repor'.6 ale SutinMed as 'he Colf"lle"tol p,,DP--q Croix OVIIE Ac=,Wia " T=Mon M retance upon, w putiltat*n a', all or poitons of thIs report % re pc'onq our wrten atT'M"V' 3532 Maggie Boulevard - Orlando, F1 32811 - (407) 423-0504 - Fax (407) 423-3106 Visit us on the web at mivv.UniyerpIEE21n69etit3q.GC?nl. Page 2 of 3 Monta Consulting & Design of WMR and Associates, LLC PROJECT: DA114jLW2018 owe] (: ells, Lot t4 Point RPT, NUIOSER: N/A 11Iea,a 4613 F,.urck-a l2ne, Sanford Florida WEATHER: -Sunjiv CLiENT: David Weekley Flornes 0 N - 5 1 T E T la VE, N'l --k— FZI- D CON TACT: Mr. Keith Dukes TRAVEL TINIEIN—IA GECT ECHNICAL REPORT REVIEWED? Yes I No, N/A REPORT PUBLISHED BY: N(A DATE OF P UBUCATION,'--, SCOPE OF FIELDWORK: CNIU Lintel 131.-arn( s) and dowel cells RECORD OF FIELD OBSERVATIONS AND TESTS: Reba,r Locator and 11rofosco e Re, ar i.ocator, E.Ii<S lde resentatiue ins ected all a arerit rertical dowel cells at locations shown on drawin provided by the client, Atone location approximatell l—i':youth ofNl,-, con -ter the presence of'vertical steel was NOTcletectcd- Profonieter readh I il.s indicatedthe prawnce ofvertical ;-S Reber locations extendinR from the floor slab up to the to course lintel barn. LTI,'.S Itel"resentative also ins Mial the tocouase lintel beam at random locations of cc of at least ( 1) cotinuous ;5 rebar at each location vvithin the top course lintel beam. Note. UES is unable to discern specific reinforcing characteristics such as lap splice lengths, on-ibedments, c, and _tits not Ye,nsible for evaluation or analy'sis of findin4s and N011 not be res nsible for insivction kcation(s) and should be evaluated for acceptance by the Structural Eniginear of Record. TECHNICIAN: 1)-'Fhomas COPIES TOLkeilb I-)ukLs with David WeekleLjj2mes FzflgI S