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Home My WebLink About1419 Bell St 18-3689 HVACow CG_OL t -03r rnruui, BUILDING DIVISION PERMIT APPLICATION Application No: I uy LJ Documented Construction Value: $ 4/ . 9 d • O O 14JobAddress: 19 e rve 4 Historic District: Yes[] Nog Parcel ID: -' ! '' -57s'—ok oO — 05-9 o Residential B11commercial Type of Work: New dAddition Alteration Repair Demo Change of Use Move Description of Work: _ -Zy S 14L1 Co n7 n l e-/t° cr! r" qL-ti• /h Pl ec,v `lo(ate / t)C_1(. !!'lp 1leH f1,/4 b0- Plan Review Contact Person: Al t t^ k t0Q r Y` a z Title: r rsz S I d e,,,4 Phone: 67- / / 3 O Fax: Name Street: City, State Zip: Email: _Yl_l_Cn EJ (` qAe /k re Q 1 r, c0or Property Owner Information Phone: Resident of property?: Contractor Information Name RC, fol ul'e /7 / r14 . Street: P O , SOX /&.-LJ. City, State Zip: W/ f: Qorcl, Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.:C/IC 05 7 J0 0 7 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY 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, CONSUL:r WITH YOUR LENDER OR AN ATTORNEY BEFORE: RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may he found in the public records of this county, and there may be additional permits required from other govermnenial 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 he 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 "fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. P Signature of Owner/Agent Date Signature of Contractor/ a Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gt5Z IQ O C- J o r Print Contractor/Agent's Name s taEDRO D dESUS to A- /Yi / DtPft& Nwmittera2022 own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes []No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Rapture Air, Inc. Phone: 352-735-6611 Rapture Air, I C. P.O.Box 1326 FAX: 352-589-5621 Mt.Dora, Fla. email: rdpturenir@elnbarglnail.com 32756-1326 S ateLicense: CAC057807 DATE: 8/10/2018 TO: Glen Holt Aluminum, LLC JOB NAME: Anderson ADDRESS: 4044V1lliams Street JOB LOCATION: 1419 Bell Street ADDRESS: Fruitland Park, Fl. 34731 Sanford,,Fl. 32771 BUSINESS PHONE: 352-267-6395 QUOTE TO INSTALL CENTRAL AIR CONDITIONING AT ABOVE JOB LOCATION: EOUIPMENT: BRANDNAME TONS SEER HSPF AUX WATTS HEATPUMP Rheem 2 14 8.2 5 KW CONTROLS: ONE• (1)11EATING AND COOLING DIGITAL THERMOSTAT WILL RE PROVIDED. J)UCIING & SUPPLIES: DUCTING WILL BE SILVER FLEXIBLE DUCI'S. SUPPLY AIR OUTLETS WILL BE ADJUSTABLE BLADE METAL LOUVERS. WE WILL PROVIDE H .SUPPLIES AND 4 RETURNS AS PER OUR PL,%N. TOTAL CONTRACT INCLUDING TAX: 4,290.00 NOTES: PRICE GOOD FOR 30 DAYS UNTIL ACCEP'TF.D. Doris NOT INCLUDE ANY PERMIT FEES. TOTAL CONTRACT PRICE 'SUBJECT TO CHANGE IN THE EVENT OP AN 'EQUIPMENT MANUFACTURER'S- PRICE INCREASE OR CI IANGE IN PRODIJCT AVAILABILITY.17HISINCRFASE, IF ANY, WILL TREN BE ADDED TO THE CONTRACT PRICE. LOW"VOLTAGE WIRE TO EQUIPMENT AND THERMOSTAT BY RAPTURE AIR. ELECTRICAL LINE VOLTAGE TO EQUIPMENT BY BUILDER, PLATFORMS TO SUPPORT FURNACES WITH MINIMUM'/. RJCI I PLYWOOD TOP BY OTHn:R.S. CONCRETE PAD TO SUPPORT OUTSIDE UNITS BY OTHERS. UNDERGROUND 4" CHASE FOR AIR CONDITIONING UNFS AND DRAIN BY PLUMBER RAPTURE AIR WILL PROVIDE LIQUID LINE, SUCTION LINE AND CONDRJSA.M DRAIN LINE. TWO (2) STANDARD BATHROOM EXHAUS-r FANS AND VENTILATION BY RAPTURE AIR. DRYER DUCTING THROUGH THE WALL. BY RAPTURC AIR. RANGE HOOD DUCTING BY OTHERS. PAYML'NT SCHEDULE: 500/6 DUE ON ROUGH -IN, BALANCE ON EQUIPMENT SET & TRIM OUT. NET 14 DAYS. ALL INVOICES BEYOND 14 DAYS WILL BE CHARGED 1.5% INTEREST PER MONTH. ALL L'QUIPMEN'r AND MATERIALS WILL REMAIN PROPERTY OF RA1nURE AIR, INC. UNTIL PAfD.IN FULL.. RAPTURE AIR, INC. RETAINS THE RIGHT TO REMOVE SAID EQUIPMENT AND:MATERIALS FROM ABOVE LOCATION IF'NO'I' PAID IN FALL WITHIN 30 DAYS OF INSTALLATION I. IF EQUIPMENT OR MATERIALS ARC STOLEN OR DAMAGED AFTER INSTALLATION, RAPTURE AIR, INC. IS NOT RESPONSIBLE FOR COST OF REPLACEMENT OR REPAIR. WARRANTY: INCLUDES ONE-YEAR LABOR SERVICE BY RAPTURE AJR, PARTS & COMPONENTS PER MANUFACTURER'S LIMITED WARRANTY. NICK PARROTT President DATE _ SIGN HERE TO ACCEPT QUOTE: , DATE C1 AU6 18 202 PERMIT APPLICATION Application No: 0 3W 9 Documenlet] Construction Value: S I 1S5 ZJlS• " jobAddress: \4 \q !P j 1Z+u¢4 SCxtr,od , 471 ot` i C Q Historic District: Yes[] NoZ Parcel ] I):_3(y_\q ' 30=rj\•`j - 0)iQ0=Q5gQ Residential Q Commercial Type of Work: New Q Addition Alteration Repair Demo Change of Use !Vlore J) escription of Work: C.Or1 4t` Oh O 0. \O(y_O_ .. _Lf,.U.f1C' S nC.(Q AMily Mown Z w; 41A a Cam+ C acJa d C- J Plan Review Contact Person: QQ+- 1'itJe: &>JJ1dQ Phone: C. 3SMa nl -Co!AS Fax: Property Owner Information Name i1Ji \\. Q. .cjai1 Phone: C-403) 71% - 1%q,3 Street: AA 0 Qkg\\ Resident of property? : Ts City, State ' Lip: S(40(`fk Contractor Information Name erg \ QLmumlftm UC . phone: I S a iPI - (9,an Street: 4cA A W 1 \ \ amsrn Aq "j City, State Lip: Qi&AAa P &, . Q. 34-131 Fax: State License No.: `1 \ \ a7 Archiiect/Isngincer Information Name: kch Cnbi Golf (, _fr ` Phone: [D Street: `1\ S (L A Q Fax: (3Sa) 3aep - ag31 Cily,SI, Zip:LCC-SbuQ,Q znr\-,r1a 3q14g 1 mai1:S2Y1i Q-1r,9-4? r10?' gM%(Y G(Y10.I.Gpni, Ilonding Company: N A Mortgage Lender: Address: Address: WARNING' I'O OWNER: YOUR FAJJAME. 'O RECORD A .-N(YI'I(:F OF COMPYIENCENIFNT 11AY I2F5U1.:1' IN YOUR PAYING TWICE FOR IMPROVEI' VIEN'IS TO YOUR PROPERTY. A NO'I'JCI-, OF 1;0A11\11'N(ail%1J.N'I' 1•IUSI' IIF RIECORDED AND PO 41:1) ON THE )OB SITE BEFoln. 'llli 1-.11vu 1NS1'E(A'ION. It: YOU INTEND -1'0 OBTAIN FINANCING, CONSUIJ WITH YOUR LENDER OR AN A'1'1'0I2Nli1' IJIsFORJi R1:(:Oltl)IN'G YOUR NOTICE OF COMM A11s1'I' Appli.atinn is hereby matte 11) obtain a permit to t o the work and insl:tllalion> a% irnli::mtil. I cerlify that no wowl, or instalhlilm hat cunnnence l prior n) !hr is. uancv of a permit and that all work will be lyr6rnned It, meet standai& of all lays wt-Wating comtruction inthis jari.Jictinn. I understand that a separate permit must be secured for electric-1 work. plumbing, signs, wells. lx ols, furnaces, boilers, heaters, tank%, and air conditioners. etc. V ` Joe 1 '\ COUNTY OF SEMINOLE IMPACT FEE STATEMENT I'-.gq STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000746 BUILDING PERMIT NUMBER: 18-10000746 UNIT ADDRESS: BELL ST S 1419 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG, SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: WILLIE ANDERSON ADDRESS: 1419 S BELL ST SANFORD LAND USE: SINGLE FAMILY RESIDENCE DATE: August 28, 2018 36-19-30-515-OK00.0590 PARCEL: TRACT: BLOCK: LOT: FL 32771 TYPE USE: WORK DESCRIPTION: CITY-SANFORD / SPECIAL NOTES: 1419 S DEMO OFBPREVIOUS SFRCHAP/ENOSFEESD / SFR / FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A Single Family Housing ROADS -COLLECTORS N/A Single Family Housing FIRE RESCUE N/A LIBRARY N/A SCSingle Family Housing PARKS Single Family Housing LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI LIBRARY R Single Family Housing SCISCHOOLS R Single Family Housing SCI ROAD ARTERIALS R Single Family Housing 705. 00 1.000 dwl unit 705.00 00 1.000 dwl unit 00 00 54. 00 1.000 dwl unit 54.00 9, 000.00 1.000 dwl unit 91000.00 00 00 00 54. 00 1.000 dwl unit 54.00- 9, 000.00 1.000 dwl unit 91000.00- 705. 00 1.000 dwl unit 705.00- AMOUNT UE 00 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 DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY 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 BUSINESS 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 FROM THE DATE ABOVE GLENHOLTALUMNUMLLC. RESIDENTIAL d COMMERCIAL BUILDER vision I design CGC1521327 CRC1329643 Wt phone (352) 267- SM M e4n9A oan FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 6" Edition 1201 i) Florida Building Code N Y. l 1'll'.1: In addition to the requirementsof this pennit, there may Ik addiliu ul restriction. applicable to this. property that ntav he fund in the public record. rtf 111i. county, amtd there may be additiomal permits required from other govenmtcnlal entities such a., water management dioriets, .tuts al rnciec. or fdcrd al encie:. Acceptance of lti•rntit is verificalinm 1ha1 1 will notify the owner of the pntl vey of the r quiremcnls of I1whia Lien law. I :S 713. The Cily of Sanford rNuiruK 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 com irtuction value of the job at the lime of submittal. The actual construction value a ill by figured based on the cure. n1 WC Valuation Tible in effvcl it the tire.' the permit is ic:ucd, in accordance with I4weal ordinance. Should .alc ulatud charFv- s figured off the execukd contract exceed the actual conuruction value, credit will be applied to your Ix emit ficK when the perntil is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and chat all work rill be done in compliance will all applicable laws regulating construction and zoning. a%- / 8r Signature of ITrner/r11 ant Date Signature of /:ontraaorl:l4cnt Date Print Owner/Agent's Vanua Signatturc of NouaryState of Florida Dole Owner/ Agent is Personally Known to Me or Produced II) 'Type of ID Cdp n )An,Q Jr Print Qmiruclor/Agents Name 8/ rIlf Silt cur 111--- State of Florida Date Contractor/ Agent 's Person: Produced 11) t/ Type of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical © Mechanical [3 Plumbing © Gas Known to Me or KAYLA REEDER State of Florida-Notery Publi Commission p GG 203214 My Commission Expiroe Roo; Construction Type: 143 Occupancy Use: 7-3 Flood Zone: I - XZn*,(- Total Sq Ft of Bldg: ISO% Min. Occupancy Load: , # of Stories: I New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures 115 Fire Sprinkler Permit: Yes []No [ t of Heads u, i.% :/$'dry% APPROVALS: ZONING: - /•? / UTILITIES: ENGINEERING: lgi`1m COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. eao-iance-- a rl:r.l Fire Alarm Permit: Yes No Ki WASTE WATER: BUILDING: : i t . Zi • t Ss 04i A 11tt jj((//• AU s ^ ^ ' SXRFORD'-G uii PERiYIIT APPLICATION BUILDING DIVISION () 3) „Q ArPh ation No: 1)ocumenled Construction Yalue: S 19U, OM Job Address: NA%q SP jlaAgk2 SGd6rd r Ir)y1 C Q Historic District: Yes [I NoRr Parcel 11): _3b - q - 3-Q - jX-j - Qh0Q_05gO Residen-lial © Commercial . Type of Work: Netc Q Addition Ahcra'lion Repair 17emo Change of Use Move 1)esa iption of Work: Corib tOl. _Qiy_O _.-U i A il c—wi-W\Q C) Plan Reviei>;ContactPerson: GWn \AM4- Title: bXilk- Phone: 19til -1 ons Fax: 1 Property Owner Information Nanie \JJi \\ L 0 _ 'rnAV A Q('!SOYI Phone: C-401) (M - \SR3 Street: I4 Iq \\ QQQ_T Resident of property? : V QS City, Slate Zip: 3a'n l - Contractor Information Name WQ_ r-1 jr_mumlftm \ e . Phone: (3sw a lil - 6 !%&S Street: QcA A W % \ X kok rhS sW uA - Fax: City, State Zip: `OJ(`P; . 34-71 - State License No.: CCU \ 130 Architect/Engineer Information Street: n \ s ?A\ncrea QiQOQ, — _ -- - --Fax: (3)Sa) 3a LP - oaQ3 1 -- -- - - City, St,'Lip:lC.Cs E-mail: Bonding Company: 'N I A Mortgage Lender: I AL Address: Address: IVARNING TO OMINEW YOUIt FAJIXRE'J'O RECORD A '.,\O'1'1(:E OF C01%1d'IENCE'.\'JF 1',1JAY RE -SUM' IN FOUR PA] JNG TWICE FOR 1:iIPROVEI'l I:N'I'S TO YOUR PROPI:R'J'Y. A NOTICH 01: BE RECORD]iD AND I"( WI I) O'N THE ]011 SITI:111a:010:1'1.11: Hlt.''J' 1NSPEC ION. It- YOU INTEND'.I'O ONI-AIN F]NANC]NG. CONSUTA' 11° 1'1'11 YOUR LENDER Olt AN A'I-I'OR?%,]iY RE OR]: RECORI)1NG FOUR IvOT]Ch 01: COh'IMEN(aa\Il:NT Applicathin is heraby made lu obtain a permit u Jn the tynrk am1 inaallaIioms as imlicalvd. I rerlily dual nn work or inslallatim r has.ununenecd prior lu the isnancc ul'a permil and th:u all work will IV perli'rm tit to meet st:utJar.l: of all laws rgLtdalin cmiw aion.in this jnri diction. I understand Ibut a separate permit must be secured for electrical .cork. plumbing, signs, wells, pools, furn-aces, boilers, heaters, tanks, and air conditioners. ctc. , FBC 103.3 Shall be inscribed uilh the date of application and the code in effect as of that date. 0 Edition 1201 i) Florida Building Code additi+-m to die rcyuircmrnu of this prnnit. their may Ix ndditio wl rslriclinlLc applicable tothi: property thatnn foundta. lieinthepublicrecords of this a+ulliv.:u d there ntav he additional permila required from olhcr govennnenlal entitir:.uch : +water nanagcmct t district:, Gate agencies. or fvderd agencics, Acceplance of permit is verilicalion Ihal 1 will notify the owner n( the property of the requirement. of I b>rid: Lien Law. FS 7)3. The City of Sanford requires p:n•ment of a plan reviews fee at the time of permit suhmillal. A copy of the executed contract is required in order to calculate a plan review charge and vil) he considered the estimated conwruction value of the job at the time of submittal: The actual construction value will he figured hated on the current ICC Valualion Tahlc in effect at the time the permit is issued, in accordance +with h+cal ordinance. Should.alcutatcwt charge, figured off the executed contract exceed the actual construction dui. credit will he applied to your.pennil fees wheat the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and ihat all work i-ill be done in compliance with all applicable laws regulating construction and zoning. Signature of 0uncri Rent Date Prior UwwncdAgcni s Nantc Signature of of FMrida . Pale Signature of Conlraa+tu'Agcnt Dale S & n )AQ Q+ Prim Conlmoor/. rcni s Nalue 81 liu Sign, nu f ,n••.tate of Florida Uatc Owner/ Agent is Personally Known to Me or Contractor/Agents is Personally Known to hme or Produced I I) Type of 11) Produced 11) T)7eof11A1,vKVrM16vnv FWVI-' KAYLA REEDEtate ofFlorida-Notery PublicBELOW ISFOROFFICEUSEOiILYCommissionaGG203214MyCommission Expires Apri103. 2022 Permits- Required:-Building-O-Electrical-D-Mechanical--Plumbing-Q-Gas- -Roos —--------- - Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: T of Stories: New Construction: Electric - $ of Amps Plumbing - r of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WA1;rE WATER: ENGINEERING: FIRE: BUILDING: REQUIRED INSPECTION S]EQU ENCE- i Il i'@iU!>1i.151!i4a lED N;Ui'i mm s ecdomi Descri dom. Footer / Setback ZO • Stemwall ! Foundations / Form Board.•Survey 3o Slab-[ 1VM66 Slab Pre our Lintel / Tie Beam /Fill /Down Cell I Sheathing , WaUv 50 Sheathing ! Roof p 1 Roof Dry Fn c IFrame p Insulation Rough In IFirewall Screw Pattern Drywall / Sheetrocic Lath Inspection Final Solar Finai Roof " .I: Final Stucco -/,Siding Insulation Final Final Utility; Building' Final Door Final Vrmcfow Final Screen.Room Final Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo, I 4. CMD Final SYmgle 09miTyResidenm Final. Building Other 11 DDIl l a t I Ines dationa IlDescripflon 1 ElectaG Underground Footer f SIab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I i mim max I i1q 'Y ih + ry 7dRre Vf' vMEMBER! IIimseeidom IlDesenln24uom Plumbing Underground ' Plumbing Sewer Zo I[ Plumbing Tub Set O 11 Plumbing Final I I I I av:1 ti,n'an!trtiME ^ 1; . y..s•. 1 DDIl 14 max IIlms echo® D'ese]&4n®IIIl Mechaiucal Rough Mechanical Final I• l D® max IRMO 1 rms ecfiom R!Lc rIl floor Gas Underground I Gas Rough Gas Final RIE S ED: June 2014 CItY°F City of Sanford FLORIDA SANFORD Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name Glen Holt Frim Glen Holt Aluminum, LLC Address 4044 Williams St City: Fruitland Park State FL Zip Code: 34731 Phone: 352-267-6395 Fax: Email: holtaluminumC@aol.com Property Address: 1419 Bell St Property Owner: Willie Anderson Parcel Identification Number: Phone: 36-19-30-515-OK00-0590 Fax: Email: The reason for the flood plain determination is: X New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone X & A Base Flood Elevation 28.97 Datum NAVD88 FIRM Panel Number 120294 0070 F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the X Floodplain The Parcel is not in the X Floodplain The Structure is in the Floodplain The Structure is not in the Floodplain Map Date September 28, 2007 Floodway Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-3689 Reviewed by: 1ffU 1Ar4, OX- Michael Cash, CFM T:\Engr-Files\Elevation Certificate\B\Bell Ave\1419-FZD Date: 09/12/2018 GPS Coordinates Finder I Latitude and Longitude Finder I GPS... https://gps-coordinates.org/ GPS Coordinates Home My Location Coordinate Converter Where am I Distance Calculator States Countries GPS Coordinates App GPS Coordinates Finder Latitude and Longitude Finder to find GPS coordinates, address, Latitude and Longitude. Get gps coordinates from address, or fin latitude and longitude or Lat Long. Search for any address and find latitude and longitude on map coordinates. Address r- 1419 Bell Street Sanford Florida 32771 l r Get GPS Coordinates U Canada DD (decimal degrees) Geolocation: 1419 Bell j Latitude 28.798383 Street Sanford Florida 32771 Longitude-81.280118 u, Latitude: 28.798383 Get Address sl Longitude:-81.280118 DMS (degrees, minutes, seconds) Latitude fV S 28 47 54.1788 v MExicoo Longitude ^ E y 81 16 48.4248 Cuba Get Addre3s rT NN NI CIN A Venezuela Gr Colombia so Ecuador Peru Brasil Bolivia O Ma Share my Location If you need to share your location with someone, you can simply send them the following hfp://www.gps-coordinates.org/my-location.php?rat=28.7983838dng=-81.2801 IS a href-"http://www.gps-coordinates.org/my-location.php?lat=28.79838: ing=-81.280118" target=" blank">(28.798383,-81.280118)</a> Latitude and longitude Finder GPS Coordinates Finder convert address to lat and long. Type in the address field and click on the Get GPS Coordinates button to loc longitude from address. You will see the result on the map coordinates and in the Latitude Longitude fields. Coordinates Finder The coordinates finder or coordinate locator will search for longitude and latitude on map. It will also lookup any address by clicki The result will show on both the map coordinates and on the corresponding fields. The coordinates finder will get latitude and longit, address. Address Finder I of2 9/11/2018, 8:27 PM Online VDatum: Vertical Datums Transformation https:#vdatum.noaa.gov/vdatumweb/vdaturnweb?a=190305820... 13 noaa gov Online Vertical Datum Transformation Integrating America's Elevation Data Home About VDatum o Current Events Download Docs & Support o Est. of VDatum Uncertainties o User FAOs o User Guide o Command -line Guide o Datum Tutorial o Manual. Presentations & Publications o Transformation Grid Format o VDatum's APIs Contact Us V 1 Ic. V Inal 1111 V I nI a u vn Source Target Reference Frame: I NAD83(2011/2007/CORS96/HARN) - Nor NAD83(2011/2007/CORS96/HARN) - Nor Coor. System: Geographic (Longitude, Latitude) Geographic (Longitude, Latitude) Unit: meter (m) meter (m) Zone: AL E - 0101 AL E - 0101 u V VI Llual 1111V1111i111VI1 Source Target Reference Frame: .,NGVDi1W929s- " NAUDl88 Unit: foot (U.S. Survey) (US_ft) foot (U.S. Survey) (US_ft) @ Height 0 Sounding Height 0 Sounding 0 GEOID model: GEOIDI2B 0 GEOID model: GEOID128 Point Conversion ASCII File Conversion of 3 9/11/2018, 8:21 PM online VDatum: Vertical Datums Transtormation httos://vdatum.noaa.gov/vdatumweb/vdatumweb?a=l 90305820... Input Longitude:-81.280092 Latitude: 28.798390 Height: 30- Drive to on map Reset Map o to DMS VerticalArea: /core/vcn 9 Output Convert Longitude:-81.2800920000 Reset Latitude: 28.7983900000 DMS Height: .28>973- Drive to on map Reset Map Vertical Uncertainty:18.78829 cm of 3 9/ 11 /2018, 8:18 PM Online,VDatum: Vertical Datums Transformation https:Hvdatum.noaa.gov/vdatumweb/vdatumweb?a=190305820... File Name: Browse... ASCII File fornnodeatension must be .U1 or.rsv Delimiter Longitude Skip (lines) comma 0 Latitude i Height 2 0 Output: '' Download (<60MB*) 0 Email (<15MB ) o Excluding NODATA points (point with Coors. =-.999999) Convert Alternating Horz. Datum Ellipsoidal Datum Home Site Man Privacy User Survey Report an Error on This Page Web site owner: National Ocean Service NOAA Department of Commerce Orthometric Datum Tidal Datum of 3 9/ 11 /2018, 8:18 PM CITY OF Ski4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Legal Description of the Property: 3 6 1 9 3 0 5 11 15 Development Review Team Variance - Staff Recommendations Address of Property: 1419 S. Bell Avenue Sanford FL 32771 Zoning District: MR-2 Name and Address of Owner as shown in the Public Records of Seminole County, Florida: Willie M. Anderson Application Submitted By: 1419 S. Bell Avenue Glen Holt Address 4044 Williams Street Phone 352-267-6395 Fax: Fruitland Park Sanford, FL 32771 FL 34731 E-Mail: holtaluminum@aol.com Standards for Consideration for Conditional Use. In considering and acting upon an application for Conditional Use the Planning and Zoning Commission or the Administrative Official shall observe the following standards and make findings as to whether the application meets the standards, except that, pursuant to Article Vlll, one and two family dwellings shall be exempt from concurrency review: A. The conditional use must be consistent with the goals, objectives and policies of the Comprehensive Plan and the land development regulations. B. Public facilities and services including, but not limited to, roadways, park facilities, schools, police and fire protection, drainage systems, refuse and disposal systems, water and sewer must be adequate to serve the proposed use. C. The proposed development must not adversely affect known archeological, historical or cultural resources. D. The design of the proposed development must minimize adverse effects, including, but not limited to, visual, noise and traffic impacts, of the proposed use on the surrounding properties. E. The conditional use must be compatible with the nature and intensity of the development surrounding the premises and with the community character of the immediate vicinity of the parcel proposed for development. F. The location and topography of the premises proposed for development must make the use an appropriate use which will not adversely affect the public interest. It shall be the burden of the applicant to prove compliance with said standards prior to the issuance of a Development Order. Variance: Reduce the land area and dimension requirements to parcel of record standards for a 49.0' x 150.0' lot of record at 1419 S. Bell Avenue. Does this Request meet the Standards for Consideration? Yes XI No Staff's Motion: Richard Blake made a motion to approve the request subject to conditions as follows: 1. Setbacks consistent with plot plan. 2. Paved driveway with parking for two vehicles meeting City standards. 3. Development must comply with City Flood Plain standards per Ord. No. 2015-4360, § 2, 1-11-2016. Sabreena Colbert seconded. Motion carried 4 to 0. Staff Recommendations/Conditions: Staff recommends to approve the Variance subject to the conditions listed. Development Review Team Approved a Approved with Denied Conditions DRT Hearing Date September 4, 2018 DRT Team Leader: Date: Administrative Official Approved Approved with Denied D AO Receipt Date Conditions Administrative Official: Date: T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -1419 S. Bell Ave -Parcel of Rec.doc CITY OF Ski4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Development Review Team Variance - Staff Recommendations The Development Review Team (DRT) held a Public Meeting at 9 Ann on September 4, 2018 to consider a variance request to the setback requirement to construct a single family home on an undersized vacant parcel at 1419 S. Bell Avenue. The project was presented at the August 28, 2018 meeting. As part of the Variance process, the standards for consideration were reviewed. As part of the evaluation, the standards for consideration were reviewed. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The lot size required by the MR-2 zoning is 10,000 square feet and the existing lot is 7,350 square feet. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The owner has requested to construct a single family home on the 49.0' x 150.0' platted parcel of record. The property does not meet the minimum standards designated for the MR-2 zoning classification. The special conditions and circumstances do not result from the actions of the applicant. The parcel is the platted lot of record. The applicant is requesting the variance in order to construct a new home utilizing the existing nonconforming lot size and parcel of record standards. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area are permitted to request a variance to the requirements of the Land Development Regulations including for residential use as well as land area and dimension requirements. There are existing homes within the neighborhood that do not conform to the land area and dimension requirements for the MR-2 zoning district, therefore the neighborhood will not be adversely affected. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. Other properties in the area are permitted for development of permitted uses. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions the variance does appear to be in harmony with the general purpose and intent of the land development regulations and not injurious to the neighborhood, or otherwise detrimental to the public welfare. After deliberation of the standards a motion was made and an action taken as follows: Consider a variance request to reduce the land area and dimension requirements to parcel of record standards for a 49.0' x 150.0' lot for a single family home at 1419 S. Bell Avenue. Richard Blake made a motion to approve the request subject to conditions as follows: 1. Setbacks consistent with plot plan. 2. Paved driveway with parking for two vehicles meeting City standards. 3. Development must comply with City Flood Plain standards per Ord. No. 2015-4360, § 2,1-11-2016 Sabreena Colbert seconded. Motion carried 4 to 0. Discussion: There was no additional discussion. T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -1419 S. Bell Ave -Parcel of Rec.doc SPOT ELEVATION AT CROWN OF ROAD x, 501p 2J I I WI FOUND 1' I FENCE CORNER IRON PIPE 0.3' N. 0.3' E END FENCE 0.3' S, 0.4' E BOUNDARY SURVEY 1419 South Bell Street, Sanford, Florida 32771 N90'DO'00'E N90'00'00"E p: PROPOSED I h CONCRETE 0;1 tj DEWAY WALK i 1 GRARDI G TYPE C II—SEnB UILDING LINE n 2 p o Ly 1 aMrw- J I ('_ 19'" + IRONPIPE I G a o - i v I IW W 0 r I IFOUND 318-IRON ROD SW CORNER LOT 58 — ROGERS SURVEYING AND MAPPING, INC. 9 352-735-8734 357 E 7TH AVE, MOUNT DORA, FL 32757 9 LB 8163 LOT 60 4' W ZONE x 150.00' 0 60.7' PROPOSED ONE STORY RESIDENCE 11419 PROPOSED FINISHED FLOOR ELEVATION-31.00 S90'00,00"W S90100'00'W / ` 1 SET 1/2- IRON ROD & CAP ROGERS LB 8163' FENCE UNE kh 0.1' S 11' 10 BUILDING SETBACK LINE ZONE A I WEST 150' OF LOT 59 (m 10' BUILDING SETBACJt LINE off 150.00' SET 1/2- IRON APPROXIMATION ROO d CAP OF FLOOD ZONE ROGERS LB 8163' LINE AS SCALED LOT 58 LEGEND: FROM FEMA MAP SURVEYOR'S NOTES: pw WATER METER PROPOSED AIR 1) North and the bearings shown hereon ore referenced to CONDInONER PAD the assumed beoring of N01 16'09 E, along the east c(i WOOD UTILITY POLE right of way line of Bell Street. 2) An abstract of title was not performed by or furnished OH- OVERHEAD UTILITY UNE(S) to the undersigned. Any easements or encumbrances CLEANOUT that may appear as a result of sold abstract is not certified hereon. CLF CHAIN LINK FENCE 3) Underground improvements, if existing, were not located R/W RIGHT OF WAY as a port of this survey, except as may be shown. LB LICENSED BUSINESS 4) Based upon a graphic determination, this property is located in Zone A and Zone X according to the FederallSLICENSEDSURVEYOREmergencyManagementAgency's (FEMA) Flood PSM PROFESSIONAL SURVEYOR AND MAPPER Insurance Rote Mop (FIRM) for Seminole County. Florida. P) PER PLAT Mop Number 12117C0070F, doted September 28. 2007. This note Is provided for information purposes only, and M) MEASURED the undersigned assumes no liability for the correctness C) CALCULATED of the cited mop. x 30.56 SPOT ELEVATION 5) The subject property as depicted hereon contains 0.170 acres, more or less. PROPOSED DRAINAGE FLOW 6) Interior improvements were not located as a port of SCALE: 7) this survey, except as shown. Elevations shown hereon ore based on Seminole County 1' - 20• Benchmark 18044801 (NAVD 1988 Datum). 8) Building setbacks shown were provided by the client. V 225'(P) FOUND 1' IRON PIPE 223.66'(M) N90'00'00'E 73.66' I on al REMAINDER OF LOT 59 I O I r I S90-0000'W — — 73.66' o 225'(P) I I LEGAL DESCRIPTION: W 150 FT OF LOT 59 BLK K AD CHAPPELLS SUBD PB 1 PG 71 CERTIFIED TO: Glen Holt Glen Holt Aluminum, LLC. Brian S. on . s•.•.rro ••a y.00ro . w Rogers BRIAN S. ROGERS, PSM 0 LS 7067 FLORIDA LICENSED SURVEYOR AND MAPPER SPOT ELEVATION AT CROWN OF ROAD so,, 1 x,0 0 1 01i— zI BOUNDARY SURVEY 1419 South Bell Street, Sanford, Florida 32771 WI FOUND 1' IRON PIPET 5P0 a O h d' FENCE CORNER N, 0.3' E N90b0'007E END FENCE 10.10 c y N90100'007E pl 0.3' S. 0.4E a d 1 i n PROPOSED c I CONCRETE oil V DRIVEWAY 25. 8' ' 213• 25. 0'y PROPOSED WALK_ ; PROPOSED LOT d I--25' BUILDING 4 GRADINGTYPECn I SETBACK LINE . 6 0• 9, FOUND J I , IRONPIPE1 O G I 0. a or I I W W 0 to z- 0 IZ FOUND 318-IRON ROD SW CORNER LOT 58 — ROGERS SURVEYING AND MAPPING, INC. R 352-735-8734 357 E 7TH AVE, MOUNT DORA, FL 32757 0 LS 8163 60. 7' ZONE X PROPOSED ONE STORY RESIDENCE 11419 PROPOSED FINISHED FLOOR ELEVATION- 31.00 o d .... S90' 00'00"W S90'00'00"W 590100' 00'W ssy 1LOT 60 / 4 CU' SET 112- IRON ROD R CAP ROGERS LB 8163' 150. 00' M1 FENCE UNE * a OX S %I CS10' BUILDING SETBACK LINE 20. 0' Of ZONE A I 3 WEST 150' OF LOT 59 0 10' BUILDING SETBACK LINE M 150. 00" 0 1 SET 1/2- IRON APPROXIMATION ROD &CAP OF FLOOD ZONE ROGERS LB 8163' LINE AS SCALED LOT 58 LEGEND: FROM FEMA MAP SURVEYOR' S NOTES: W WATER METER Q PROPOSED AIR 1) North and the bearings shown hereon are referenced to CONDITIONER PAD the assumed bearing of N0116'09 E, along the east ell) WOOD U17UTY POLE right of way line of Bell Street. 2) An abstract of title was not performed by or furnished OH- OVERHEAD U17UTY LINE(S) to the undersigned. Any easements or encumbrances CLEANOUT that may appear as a result of said abstract is not certified hereon. CIF CHAIN LINK FENCE 3) Underground improvements, if existing, were not located RIW RIGHT OF WAY as a part of this survey, except as may be shown. LB LICENSED BUSINESS 4) Based upon a graphic determination, this property is located in Zone A and Zone X according to the Federal LSLICENSEDSURVEYOREmergencyManagementAgency's (FEMA) Flood PSM PROFESSIONAL SURVEYOR PROFESSIONALInsurance Rote Map (FIRM) for Seminole County, Florida; P) AND N PER PLAT Mop Number 12117CO070F, dated September 28, 2007. This note is provided for information purposes only, and M) MEASURED the undersigned assumes no liability for the correctness C) CALCULATED of the cited map. x 30.56 SPOT ELEVATION 5) The subject property as depicted hereon contains 0.170 acres, more or less. PROPOSED DRAINAGE FLOW 6) Interior improvements were not located as a part of SCALE: 7) this survey, except as shown. Elevations shown hereon ore based on Seminole County 1' = 20' Benchmark 18044801 (NAVD 1988 Datum). 8) Building setbacks shown were provided by the client. 225'( P) D I ONNPIPEN90i00' 00'E 73.66' a o gal REMAINDER OF LOT 59 of orI S90- 0000W — — 73.66' 223. 66'(C) 225'( P) I I LEGAL DESCRIPTION: W 150 FT OF LOT 59 BLK K AD CHAPPELLS SUBD PB 1 PG 71 CERTIFIED TO: Glen Holt Glen Holt Aluminum, LLC. Brian S. w,.. rMo..awwrow.m Rogers N D. 10,.L.Ge101126-bM BRIAN S. ROGERS, PSM B LS 7067 FLORIDA LICENSED SURVEYOR AND MAPPER Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018099372 Book:9201 Page:863; (1 PAGES) RCD: 8/28/2018 12:19:49 PM VMS NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. CERTIFIED COPY GRANT IVIALOY CLERK OF THE CIRCUIT COURT QND COMPTROLLER SEMINOIEE- PY,LORIDA BY DEP y1 CLERK Daten Parcel ID Number: 'cp - I"7 .o - 5 `J Q too - CE to 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. GENERAL DESCRIPTION OF IMP_ROVEMENT: OWNER Address: 1 "t I"l c7. r%V V V % it't/ -%W--r lC1 t ll A `11 it1 A iJ1 I l 1 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. owners Signature Own We Printed Name Florida Statute 713.13(1)(9): 'The owner must sign tho notice of commencement and no one else may be permitted to sign In Ns or her steed' to Of COun y Of CbThofore I Instrt nt ac o led fd- before me this /S day o 20 y fifit.tx` W o ereonally _ Zmo Marneofpersonmakingstatemynf1 Orww; ho has produced d 'fit a o c4f Identification produ iWay public Slsw of ftxds OtvelteTuree MycortttelsnonGG' steaza _ E Ires 07/30f25'!2 SCPA.Pucel View: 36-19-30-515-OK00-0590 http://parceidetaii.scpafl-org/ParcelDetaillnfo.aspx?PID=36193051... s ilecoacm Property Record Card Parcel: 36-19-30.515-0KOO.059DATWIMIL recvar. eo s+ry nnro Property Address: 1419 S BELL ST SANFORD. FL 327713233 Parcel Iniornlation Value Summary Parcel 36-19.30.515-01(00.0590 2018 Wortring 2017 Certified Owner(s) ANDERSON, WILLIE M Values Values Valuation Method CoWlwlarltet Cost/Markel Property Address 1419 S BELL ST SANFORD, FL 327713233 Number o1 Buildings I 1 Mailing 1419 BELL ST SANFORD. FL 327713233 Depredated Bldg Valve 330,709 32,743 Subdivision Name CHAPPELLS SUBD A D Depredated EXFT Value 200 s200 Tex District SISANFORD Land Value (Markel) 8 961 8,961 DOR Use Code 01-SINGLE FAMILY Land Valve Ag Exemptions OD-HOMESTEAD(1994) h-d/Marlret Value " 543 870 t41 804 r 59 1 3 i Seminole County GIS Portability Adj Seve Our Homes Adj $3,3113 $2.250 Amendment 1 Ad) $D P&G Adi $0 s0 Assessed Value $40,487 $39.654 Tax Amount without SOH: $239.46 2017 Tax Bill Amount $2D7.59 Tax Esthnetor Save Our Homes Savings: $31.87 Does NOT INCLUDE Non Ad Valorem Assessments Legal Descdp*m W 150 FT OF LOT 69 BLK K A D CHAPPELLS SUED PSI PG 71 Taxes Ta)(M Authority Assessment Value Exempt Values Taxable Value County General Fund 40.487 40,487 so Schools 40.487 s25,OD0 15.487 City Sanford 40,487 25,000 15.487 SJWM(Saint Johns Water Management) 40.487 25,00(1 15,487 County Bands 40,487 525.000 15,467 Sales Description Date Book Page Amount Oualiited - VaGImp No Sales Flnd,Gomperable'Sales Land Method -- - - Frontage .. Depth - Units Units Prim Law Value FRONT FOOT R DEPTH 50.W 150.W 0 $174.00 8.961 Building Information Is Beddleth count Incorrect? Click Here, S Oescrtptlon Year Buhl AdueUEftedive Fixtures Bed Bath Base Area Total SF LNing SF Ext Was Ad) Value RePI Value Appendages 1 of 2 6/30/20) 8, 2:17 PM SCPA Parcel Yew: 36-19.30-515-0K00-0590 httpJ/parceldetail.scpafl.org/ParcelDeteiflnfo.aspx?PID=36193051... V - 1 SINGLE 1972 3 $ yQ 7w 940 m SIDING $34.709 $46.Y79DeWWw AreaFAMILYGRADE3 _ — _ •_, ENCLOSED PORCH 160.DD FINISHED UTILITY UNFIN04ED 20.00 . ponnft Pem l tt : Desm"on Agency Amami CO Deis Pam* Deis - 02498 - - REROOF VIOSHINGLES - SANFORD — — - 3Z400 rsrr•.e o0r+w.ms.rsms4ntarV+r wramss fee®cmdo•w rt qe• m ra. rdv rrd r mr.rms nwrbr EIAI'e Features .. _. .. - • -- - - -- - -- -- - — ----- - -•- - --- -• DescroUOn . Year BuBI units Venue . New Cost F CARPORT 1 12/1/1990 1 - - - - - -- - ^ — - — - - — i200 iu00, 2 of 2 6/30n01 a. 2:17 PM 10SXKFORD FIRE DEPARTMENT Building & Fire Prevention Division RESIDENTL4L (NEW CONSTRUCTION) PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: APPLICATION AND SUBMITTAL REQUIREMENTS E>' Building Permit Application completed, signed and notarized. I;r Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value D Application must include correct address and complete parcel I.D. number. Dr Contractor information is required to be included on the permit application (if contractor is applicant). 1 ' Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. 0— Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. C' Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Q Owner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) ti, Approval letter from sanitary sewer provider (if other than the City of Sanford). S. Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). D, Seminole County Impact Fee Statement (multi -family only). D' Two (2) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. CTwo (2) sets signed and sealed floor and roof truss engineering. T Two (2) copies of completed and signed Sanford Product Approval Specification Form. can be found on our website www.sanfordfl.gov under "Building Permits", then "Forms") When listing products, please provide only the exact products that will be installed. Generic packages will not be accepted. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. ER-1 Two (2) copies of completed energy calculations. Energy calculations and EPL card must be filled out and signed by all required parties and indicate City of Sanford as the Jurisdiction. 0' Two (2) copies of equipment sizing calculations. f1 Two (2) copies Plumbing drain, waste and vent riser diagram Please see the following pages for construction document submittal guidelines ** Effective: August 1, 2017 Page 1 of 6 THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN 21 Lot number 19" Address / Legal Description Q' Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) la' Primary building setback lines/envelope 3' Location of any fencing that is currently installed on the property, as applicable. D' A/C unit locations with setback from property line Gas tank or appliance location with setback from property line and distance from house. Specify size and whether in -ground or above ground. C' Driveway location with dimensions. Please indicate if existing or proposed. Er Survey type 2' Existing easements: drainage, utility, etc. Building separations, if applicable Location of septic systems D' Flood zone reflecting current FEMA map revision date D Lot grading type (A,B,C, etc.) 91 Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) 1 Lot corner elevations and break point elevations W Drainage swales (if applicable) with profile view Er' Proposed finished floor elevation BUILDING PLAN G' Construction documents shall indicate code edition being applied e Construction type D' Plans to minimum 1/4 " scale Li Designer information: name, address, registration #, seal and signature on all signed/sealed pages C Page size minimum 22" x 34" All pages numbered and labeled f / Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category 11 buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary For additions, alterations and renovations - please indicate the portions of the home that are existing and proposed, as applicable. This includes any structural/non-structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Effective: August 1. 2017 Page 2 of 6 FLOOR PLAN 0 Building area tabulation 2' Room size Ef Corridors ft Stair location/guardrails Er Safety glass locations Er' Egress door and emergency escape windows sizes and location C/ Stairs construction requirements 0' Special column/post anchorage Ci Interior load bearing wall locations 12' Shear walls B1 Down cells ET' Lintel schedule B" Attic access location and size Ef Accessibility restroom (door) location G Fire resistant assemblies Identify options to be used FOUNDATION / SLAB FF Filled cells with reinforcement locations Li Footer denotation/details 0' Footers minimum 12" below grade CY Interior bearing walls/pads Er Porch pads/footers 4 Brick ledge detail d Slab thickness/steel/fiber mesh Cal Vapor barrier/termite treatment type Er Reinforcing steel over lap 12r Relieving arch steel at pipe penetrations ET All wood minimum 6" above grade E9' Crawl space ventilation Er Termite shields ice Stem wall foundation may be required for setbacks less than 10 feet, as deemed necessary by Planning Zoning. To verify if this is required, please contact the Planning & Zoning Division. ELECTRICAL e Service riser diagram e Electrical load calculations Ci Bonding/Grounding to foundation steel E" Service location e Panel locations d Receptacle lay out B GFCI protection E AFCI protection Tamper resistant outlets 21' Ceiling fans Cr' Outdoor receptacles V Disconnecting means 12( Switches/lights e Smoke/CO alarm locations hard wired, interconnected and battery backup Effective: August 1, 2017 Page 3 of 6 ELEVATION (front, rear and side views) K Attic ventilation B' Roof pitch D' Roofing material B' Exterior finish/stucco thickness D' Height/bearing elevations CWindow and door opening locations Chimney location/height MECHANICAL tom' Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic L' f Room ventilation Duct layout (usually in energy calculations) R- value of ducts CFM' s Balanced return/ducted, transfer ducts or grilles l3" Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air H Energy calculations with equipment sizing calculations 1 Skylights PLUMBING 8' Plumbing waste riser diagram 2' Water heater location fa' Fixture location FUEL GAS BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT D"' Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/ Sealed truss engineering package D Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES Di Footings 2r" Beam to wall and/or post attachments 9,' Post/column and beam construction 0-- Interior bearing walls Effective: August 1, 2017 Page 4 of 6 V'A Stairs section l Chimney construction Donner construction Floor framing 0' Entry construction Arched windows Bay windows 0" Frame to block connections B" Knee wall construction A Sky light framing C3 Top plate splicing requirements C" Steel requirements (footer, lintel, vertical pour) Grade Over lap q Veneer 5?' Shear wall locations and construction Connectors Fasteners E3' Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Ce Gable end, frame and block, vaulted and flat e Conventionally framed roof members WA Glass block e'• Header schedule, including strapping/anchorage and frame supports (bearing walls) 0' Bearing/non-bearing wall detail Er" Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly C1 Garage and swing door buck fastening C Ceiling diaphragms Blocking Pr Any conventional framing Effective: August 1, 2017 Page 5 of 6 MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Must be site/lot specific. Generic Packages not accepted ** Roofing installation instructions & compliance with ASTM standards C Window and mullion installation instructions q Garage door, sliding glass door and swing door installation instructions I Siding installation instructions Soffit installation instructions Glass block installation instructions PRODUCT APPROVAL d Completed Sanford Product Approval specification sheet 9,' Florida Product Approval can be located at www.floridabuilding.org. GI--- Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 Product Approval and manufacturer installation instructions must be specifrc for the home being built. Generic packages including multiple items that are not part of the specific project will not be accepted. These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Effective: August 1, 2017 Page 6 of 6 Application for Paved Driveway, Sidewalk orIWalkwayRight-of-WayIncludingRightofay Use & F18;;— Landscaping in Right -of -Way WffffJW0NU4W Depw nlent of planning & Development Services 30D North Palls Avenue. Sanford. Florida 32771 Phone: 407MU140 F= 407.668S141 This permit authorizes worts to be done on the subject properly or to the City of Sanford's fthk t-way in accordance with the Ciy's regulations and the aftch construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 subject parcel and / or any construction of a }!` .F • square feet of coracle or other material on fire s driveway. wallway or landscape irnproverremts within the city right-of-way. It does not approve any work will& any other jurisdidioWs night-okM. Ali requested 'information below as well as a current survey, site plan or plat dearly identifying the sloe and location of the existing righE-ol-wW and use shall be provided or application could be delayed. I Dedaerea 1. Project L.ocotWAddress 2. Proposed ACW- 2rD*eway Wall way other 3. Sdnedule of Work Start Date T Completion Delay, Emergency Repairs 4. Brief Description of Work This application is submitted by. A° p`"o e. tin . A. 4 _ e Address: Fax - Email Date: Maintenance ResponsibifidesfIndemnifit:ation The RequesUu. and his successors and 111 1 span be responsible for perpetual maintenance of the bnprovement installed under this Agreement This stall Id9ude Inabdonarnre of the improvement and unpaved portion of rigM-cf-way adjacent thereto. Requester may. with mitten city authorIEROM ern me said InstallatiOnlinlIX ewd Udiy restoring the dW-O way to its previous ccndiftL In the event that any fubrre eonst ado n of roadways. utrTities, storrnwater facilitiesor any ce erai rtainterimce activates by the City becornes to mnn6'xtwith the above pem ted activity: the perrrritlee shall rernov% relocate arWAV repair as necessary at no cost m the City of sardord Insofar as sun, twines are In the public righ"t-way. Ir the Requestor aces not con firwousty mabdaor the bripnwemart and area to ai000rdarroe with previously stated criteria, or oozy restore the right-0r-way to its previous confiner. ire Cipr shall. after appropriate nonce, restore the area tD its previous condition at the Requestoft expense and. if necessary. lute a Den on the ReWe3ftes property to recover oosb of nestoraft To the fullest extent permitted by taw. Requestoragrees to defend, indemnify. and hold harmless the City. its . agents. servants. or employr- ees ( appoirted, elected, or hireM loom and against arty and all liabilities. dabns, penalbs, demands. suits, judgments. bsses, expensm damages (direct, indirect or oonsequertiam or irnjtay of any nature whafsoever to person or property, and the costs and expenses Incident thereto (includug costs of defense. settlermet, annd reasonable aHonteys fees up to and Inckoddg an appeal), restddM In any fashion from or ai lsi g chesty or kKan aly out afar connected with the use of the t*s right-akvay. I have mad and Signature: Pre - pour Inspection W. Application No: Reviewed: Public Works utilities Approved: EngineeriM Site Inspected by: Special Permit Conditions: the above statement and by signing this application 1 agree to its terms. This permit shall be posted on the site during construction. Please = 0 407.688M80 24 hours In advance to schedule a prolxmr bnspedaom Date: Official Use Only Fee: Date: Date: Date: Date: - 1 o - 4.10 Date: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Y - 3&yg1 II Documented Construction Value: $ L1016I. OS Job Address: 'ST r cc-+ Historic District: Yes No Parcel ID: 5io,1q- 3;) -5 )5- 0Ko0- °5 qo Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: e1C"4t1-r_,1 -F,i SF% Plan Review Contact Person: '^ 2 J'' Title:'"'' Phone:yal-'3% \<"61/ Fax: Email: Property Owner Information Name ' Q A,)JC/3x, Street: 1 `(! 13e_11 54/ev-4' City, State Zip: Su^'C' r)' -3pn/1 i Phone: Resident of property? : Contractor Information Name Tr - C - qy Phone: L Z>q - 350o Street: w) >/` u i 121-iy-p- Fax: Ll ' - r) a' City, State Zip: I }`"''- tc 5-f "sr FI 33 i State License No.: ECy 1rJj Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail- Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ` Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the (lute of application and the code in effect us of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Penuil Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that ally or will be done in compliance with all applicable laws regulating c stl action and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature or Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 6anrt 801el;(,lc Print Con nt's Name 10", Q k/ t OZ ! 8 ignaturc otary-Sta !IENNIF N LANDERWAV t MY COMMISSION # FF199436 h EXPIRES February 15.2019 14 ) 3-0+S3 n0r yiN010'Y52n§w.com Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: of Stories' Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2013 Permit Application TSCITY OF i' lDri PERMIT APPLICATION BUILDING DIVISION Application No• t 56 CP'7— IJFsL I Documennnted Construction Value: S J Job Address: l l 5/l,N r Historic District: Yes Na i Parcel 1D: _ Residential e'Commerciol Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: -C-7`779- t •''' Plan Review Contact Person: Title: l '' Phone'.: ci6v% ( 3G1.J Fax: Email:i)i 7 %%% r1 U 4 Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor InfoRoation. Name c•.00*• ., 07 Fax: 1,' 3o -g City, State Zip: c)t`it" &dL R 3f737 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN< TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANI POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL 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 installsUons as indicated. I certify that no work or installation has commenced to thv isxuance of a permit and that all work will be performed to meet standards laws regulating construction in this jurisdiction. I under, do, a seprete permit must be secured for electrical work, plumn& sips, s, pools, furnaces, boiler, heaters, tanks, and air conditie etc. ` c Inucnned'withthe date of application and the code in effect as of that date:6", Edition (2017) Florida Building Code 1p NS20`I : In addition to the rcyuircmenla of this Permit. there may he additional restrictions applicable to this property that stay be found In the puhlicrecordsofthiscounty, and there ma -be agencies, or federal agencies. additional permits required from other governmental entities such as wutcr management districts. state Acceptance of permit Is verification that 1 will notify the owner of the progeny of the requirements of Florida Lien Law, IJS 713. calculate City of Sanford r charge payand will of a plan review fee nt the thne of permit submittal. A copy of the executed contract Is required in order toealeulnteaplanreviewchargeandwillheconsideredthecsthnotcdconstructionvalueoftheuhatthetimeofsubntival. 1 he actual construction valuewillbefiguredhaatxlonthecurrentICCValuation'I'nhle in effect ni the Bate the permit Is Issued, in accordance with local ordinance. Should calculatedchargesfiguredofftheexecutedcontractexceedtheactualconstntctlonvalue, credit will he applied to your permit feex when the permit is Issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Conimctor/Agent Date b,..- I A C Print Contractor/Agent's Name + M' State of Florida ANTHONY P WINTER MY COMMISSION F96117 fAgeq tRI=_s y a any own to Me or D Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES:. -WASTEWATER'- ENGINEERING: FIRE:. BUILD COMMENTS: _ 1 BOB CLOUSE PLUMBINQINC. 8/19/2018 36119 LAKE UNITY NURSERY ROAD FRUITLAND PARK, FL. 34731 pricing good 30 days PH. 352 326-8405 FAX 326-8425 from above date L1C. CFC 1429395 TO: GLEN HOLT ALUMINUM 267-6395 JOB: 1419 BELL ST. SANFORD, FL. PLUMBING OF RESIDENCE WITH PVC DRAIN LINES AND CPVC WATER LINES UNDER SLAB, 1 WASHER BOX, I ICE LINE, 2 HOSE BIBS. SEWER & WATER STUB OUT 2' FROM SLAB. CONTINUE SEWER & WATER FROM SLAB TO POINTS OF PREVIOUS CONNECTIONS WATER'/4 SCH 40 SEWER SDR 3034 PPE UP TO 20' ON SEWER. NO BACKKFLOW PREVENTION FOR WATER SERVICE FIGURED. AC CHASE. BELOW IS LIST OF FIXTURES FURNISHED BY PLUMBER INCLUDING SHUT OFF VALVES & SUPPLY LINES FOR ALL SINKS & TOILETS. ALL OTHER FIXTURES SUPPLIED BY GENERAL CONTRACTOR & INSTALLED BY PLUMBER. FIXTURES: 1 5' BOOTZ LIT AFR STEEL TIB WHITE DELTA 13420 TRIM CHROME 1 SHOWER DRAIN DELTA 13220 TRIM CHROME NO PERMIT FEES INCLUDED $5350.00 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 I --------------------------------------- Page 3 Application Number . . . . . 18-00003689 Date 11/14/18 Property Address . . . . . . 1419 BELL ST Parcel Number . . . . . . . . 36.19.30.515-OK00-0590 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . MULTIPLE FAMILY Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. 11 Additional desc . . ` Phone Access Code . 1087576 Permit pin number . 1087576 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 . . . . . 18-00003689 Date 11/14/18 Application pin number . . . 712394 Property Address . . . . . . 1419 BELL ST Parcel Number . . . . . . . . 36.19.30.515-OK00-0590 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . MULTIPLE FAMILY Application valuation . . . . 155245 Application desc noc on file Owner Contractor ANDERSON LEONARD J & WILLIE M GLEN HOLT ALUMINUM LLC BOMBAY 4044 WILLIAMS ST SANFORD FL 32771 FRUITLAND PARK FL 34731 352) 267-6395 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone SPECIAL FLOOD HAZARD Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 1508.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1087576 Permit pin number 1087576 Sub Contractor BOB CLOUSE PLUMBING INC Permit Fee . . . . 90.00 Issue Date . . . . 11/14/18 Valuation . . . . 5350 Expiration Date . . 5/13/19 Qty Unit Charge Per Extension 15.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 90.00 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 No impact fee required. House is being rebuilt. Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 693.00 O1-SLOG DCA SURCHARGE 22.50 O1-SLOG DBPR SURCHARGE 31.75 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. 1/'98-v£L l980 XVJ • t M-0£L (98£) vZ9-0ZLZ£ 1J'Pue1a(3 • V'a1S." aAV )PoA MON ISOM 909 W3 a3n1303d SH33NION3 SN1S31 SIMU31VW ONV'1v N3WN0wAN3 IVOINH031039 `JN1lnSN03 OUI `ONUS31 ONd tv or ri 1 ti Q :01 S31d00 JNIH33NIVN3 701HO38 =Aff aa033b 1a0d3a A11SN3a 33VId-NI a131 L! IOINH031 13Z1 7iVQ --toN1Oj,4QE = Q t : S1N3WW00 1H013M 3n331S 1NV1SNOO 3n331S 1Nnoo adVaNV1S 31df11SIOW w 1Nnoo ddVdNV1S A11SN3a I b c 2v :?1_ -_IV x'ord i 86 94 f-Dcvaio-) r-l-5 S' al 9. 8 a Q( L ,co f 19L If 6 b.801 tb ao S.d S bol a 1nv 0> uo11 a 13 an11e uolloed WOO Alisueo Ala lualuoo a1n1s1oV4 Alisuao laM 146!aM laM IM IaM lelol lunoo alnlsloyy lunoo pisuaa dOd OWO 1sa110 u011e001 an IJO O8jSanu JeepnN dwo0 'qel adVaN`d1S a31dIaOW V s :S1N3W3din03d N011OVdW00 17I 3 :a31S31 1VId31VW wb :3W113df11»Vd3a W nC1" Cl ( ,l pr} _ %J 1N3110 vV oo : p :31N111VA11daV :10V1N00 a131A ON 103f'Odd V 0d :N011V001103rOUd S 1 I I 31V4 S 3E7%I 3WVN 03f'O»d x', 1 0— cD V 3 Cr LU W yco ax'P'525' pg M v[J p J a J Q co 0 h of zJ BOUNDARY SURVEY 1_:I 1419 South Bell Street, Sanford, Florida 32771 W) LOT 60 SET 1IRON FOUND 1' FENCE CORNER ROD g CAP PIPE 0.3' N. 0.3' E N9000' 00'E ROGERS LB 8163') 00 4' CLF ' 1 1 END FENCE 29 8 N9000'007E 291sx 150.00' p810 r FENCE LINE hh 0. 3'S, 0.4'E c c 0. 1'S2 a ram 25.5' h 60.7' ZONE X v Uj CONCRETE BLOCK ,•' ZONE A STEM WALLS / 50. 0 30.23 25.8' L_ W O Otor- O 2 ' p.% 5- J I I._ 29'r' + FOUND 1' G IRON PIPE I 0 I 0v a o - o e 2 vh I I W W 0 io r i II FOUND 318olRON ROD SIN CORNER LOT 58 — ROGERS SURVEYING AND MAPPING, INC. 9 352-735-8734 357 E 7TH AVE, MOUNT DORA, FL 32757 9 LS 8163 TOP OF STEM WALLS ELEVA T ON-31.00 h 02' j S901D0'00'W S9000' 00'W 2oxSt.. LEGEND: QW WATER METER Q PROPOSED AIR COWD177ONER PAD WOOD UTILITY POLE OH- OVERHEAD UTILITY UNE(S) oQ CL£ANOUT CLF CHAIN LINK FENCE R/ W RIGHT OF WAY LB LICENSED BUSINESS LS LICENSED SURVEYOR PSM PROFESSIONAL SURVEYOR AND MAPPER P) PER PLAT M) MEASURED C) CALCULATED x 30.56 SPOT ELEVATION SCALE: 1- = 20' APPROMMATION OF FLOOD ZONE LINE AS SCALED FROM FEMA MAP WEST 150' OF LOT 59 x 2i 66 150.00' LOT 58 SET 1/2' IRON ROD k CAP ROGERS LB 8183' SURVEYOR' S NOTES: 1) North and the bearings shown hereon ore referenced to the assumed bearing of N0116'097E, along the east right of way line of Bell Street. 2) An abstract of title was not performed by or furnished to the undersigned. Any easements or encumbrances that may appear as a result of said abstract is not certified hereon. 3) Underground improvements, if existing, were not located as a part of this survey, except as may be shown. 4) Based upon a graphic determination, this property is located in Zone A and Zone X according to the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Mop (FIRM) for Seminole County, Florida: Mop Number 12117CO070F, doted September 28, 2007. This note is provided for information purposes only, and the undersigned assumes no- liability for the correctness of the cited map. 5) The subject property as depicted hereon contains 0.170 acres, more or less. 6) Interior improvements were not located as a part of this survey, except as shown. 7) Elevations shown hereon are based on Seminole County Benchmark ® 8044801 (NAVD 1988 Datum). FOUND I 225'( P) IRON PIPE 223. 66'(M) N90 00'00'E 73.66' 0; v h oof al 3 REMAINDER OF LOT 59 I O at to 3- O y I NS90W' 0O'W _ _ 73.66' 223. 66(C) e 225'( P) I LEGAL DESCRIPTION: W 150 FT OF LOT 59 BLK K AD CHAPPELLS SUBD PB 1 PG 71 REVISED 11/13/2018 ADDED STEM WALL LOCATION FROM 11/13/2018 CERTIFIED TO: Glen Holt Glen Holt Aluminum, LLC. S R0 G4'"y, S. Ily Slgned by Brian Q> mod@ i; •. Fq ., 9 ON: cn=Brian S. Rogers, o= Rogers Surveying s v : !'and Mapping, ou, s g'., STATE of ,' a email=Brian®RogersMa FLORIDA p-con --UV 4* a a.• Date:2018.11.13 ti 4 NYYa.J M:5GO6 -05'00' BRIAN S. ROGERS, PSM 0 LS 7067 FLORIDA LICENSED SURVEYOR AND MAPPER RECuKu t, &Y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Holt Aluminum - Anderson 8-10-2018 Builder Name: Glen Holt Aluminum Street: 1419 Bell Street Permit Office: aUll. yCity, State, Zip: Sanford. FL. 32771 Permit Number. # t 8 _ 3 6 6 9 Owner. Anderson Design Location: FL. Apopka Jurisdiction: County: Seminole SANFOplo) Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1056.0 sgfL) Insulation A RTM 2. Single family or multiple family Single-family a. Concrete Block - IM lnsul. Exterior R=4.0 928.00 fl b. Frame - Wood. Adjacent R=13.0 128.00IY 3. Number of units, ff multiple family 1 c. NIA R= fl' 4. Number of Bedrooms 3 d. NIA R= fl' 5. Is this a worst case? No 10. Ceiling Types (1060.0 sqf .) Insulation Area a. Under Attic (Vented) R=30.0 1060.00 fP 6. Conditioned floor area above grade (1113) 1050 b. NIA R= fl' Conditioned Door area below grade (tt') 0 c. NIA R= fl' 11. Ducts R fl' 7. Windows(114.5 sgfl.) Description Area a. Sup: Attic. Ret: Attic. AH: Garage 6 212 a. U-Factor: Dbl, t1=0.33 114.50 fl' SHGC: SHGC=0.32 b. U-Factor. NIA fl' 12. Cooling systems kBtuthr Efficiency SHGC: a. Central Unit 23.8 SEER:14.00 c. U-Factor NIA fl' SHGC: 13. Heating systems kBbAr Eflkency d. U-Factor: WA fP a. Electric Heat Pump 23.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.818 ft. Area Weighted Average SHGC: 0.320 14. Hol water systems 8. Floor Types (ID60.0 sgfl.) Insulation Area a. Electric Cap: 40 gallon a. Slab -On. -Grade Edge Insulation R=0.0 1060.00 fl' b. Conservation features EF: 0.960 b. WA R= fl' None c. WA R= fl' 15. Credits None Glass/Floor Area: 0.108 Total Proposed Modified Loads: 36.46 PASSTotalBaselineLoads: 37.52 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Review of the plans and O THE S7,g specifications covered by this p Code. calculation indicates compliance Florida Energy e with the Code. PREPARED BY: 4 Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 o hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp 6 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: is - ? .g . CC Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402A.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402A.1.2). 81101201810,40 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Holt Aluminum - Anderson 8-1 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1060 Lot # Owner Name: Anderson Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Glen Holt Aluminum Rotate Angle: 0 Street: 1419 Bell Street Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford, Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Apopka FL_ORLANDO SANFOR 38 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1060 8480 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 M Bath 71 568 Yes 0 3 1 Yes Yes Yes 2 Master 156 1248 No 2 1 Yes Yes Yes 3 Dining 127 1016 No 0 1 Yes Yes Yes 4 Bedroom 2 133 1064 No 1 1 Yes Yes Yes 5 Kitchen 139 1112 No 0 1 Yes Yes Yes 6 G Bath 47 376 No 0 1 No Yes Yes 7 Living Room 224 1792 No 0 1 Yes Yes Yes 8 Bedroom 3 148 1184 No 1 1 Yes Yes Yes 9 Hall 15 120 No 0 1 No Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio M Bath 18 ft 0 72 ft' 0 1 0 2 Slab -On -Grade Edge Insulatio Master 11.5 ft 0 155.5 ft' 0 1 0 3 Slab -On -Grade Edge Insulatio Dining 22.5 ft 0 126.5 ft' 0 1 0 4 Slab -On -Grade Edge Insulatio Bedroom 2 13.5 ft 0 133 ft' 0 1 0 5 Slab -On -Grade Edge Insulatio Kitchen 11.5 ft 0 139.1112 0 1 0 6 Slab -On -Grade Edge Insulatio G Bath 1 It 0 46.8 ft' 0 1 0 7 Slab -On -Grade Edge Insulatio Living Room 27 ft 0 224.3 ft' 0 1 0 8/10/2018 10:40 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab -On -Grade Edge Insulatio Bedroom 3 12 ft 0 147.8 ft' 0 1 0 9 Slab -On -Grade Edge Insulatio Hall 1 ft 0 15 ft' 0 1 0 ROOF J Roof Gable Roof Rad Solar SA Emiti Emitt Deck Pitch Type Materials Area Area Color Barr Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1185 ft' 266 ft' Medium N 0.9 No 0.9 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1060 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) M Bath 30 Blown 71 ft' 0.1 Wood 2 Under Attic (Vented) Master 30 Blown 156 ft' 0.1 Wood 3 Under Attic (Vented) Dining 30 Blown 127 ft' 0.1 Wood 4 Under Attic (Vented) Bedroom 2 30 Blown 133 fN 0.1 Wood 5 Under Attic (Vented) Kitchen 30 Blown 139 ft' 0.1 Wood 6 Under Attic (Vented) G Bath 30 Blown 47 ft' 0.1 Wood 7 Under Attic (Vented) Living Room 30 Blown 224 ft' 0.1 Wood 8 Under Attic (Vented) Bedroom 3 30 Blown 148 iF 0.1 Wood 9 Under Attic (Vented) Hall 30 Blown 15 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Space Sheathing Framing Solar Below it Omt To-Wa0_T.ype R_Value-Et-In-Et-In Area-R=Value_Eraction-Absor._Grade%_ 1 N Exterior Concrete Block - Int Insul M Bath 4 12 0 8 0 96.0 ft' 0 0 0.1 0 2 E Exterior Concrete Block - Int Insul M Bath 4 6 0 8 0 48.0 ft' 0 0 0.1 0 3 E Exterior Concrete Block - Int Insul Master 4 11 6 8 0 92.0 ft' 0 0 0.1 0 4 E Exterior Concrete Block - Int Insul Dining 4 11 0 8 0 88.0 ft' 0 0 0.1 0 5 S Exterior Concrete Block - Int Insul Dining 4 11 6 8 0 92.0 ft' 0 0 0.1 0 6 N Exterior Concrete Block - Int InsuBedroom 2 4 13 6 8 0 108.0 tt' 0 0 0.1 0 7 S Exterior Concrete Block - Int Insul Kitchen 4 11 6 8 0 92.0 ft' 0 0 0.1 0 8 S Exterior Concrete Block - Int Insdliving Room 4 14 0 8 0 112.0 ft' 0 0 0.1 0 9 W Exterior Concrete Block - Int Inst living Room 4 13 0 8 0 104.0 ft' 0 0 0.1 0 10 W Garage Frame - Wood Living Room 13 4 6 8 0 36.0 fl' 0 0.01 0.1 0 11 N Exterior Concrete Block - Int InsuBedroom 3 4 12 0 8 0 96.0 ft' 0 0 0.1 0 12 W Garage Frame - Wood Bedroom 3 13 11 0 8 0 88.0 ft' 0 0.01 0.1 0 13 S Garage Frame - Wood Bedroom 3 13 0 6 8 0 4.0 ft' 0 0.01 0.1 0 8/10/2018 10:40 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 1 11111Mil Ii,IJi1_\ X94ax91:44l316 141i1 Ali DOORS Omt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 W Insulated Living Room None .6 3 7 21 ft' WINDOWS Orientation shown is the entered, Proposed orientation. J # Wall Omt ID Frame Panes NFRC Overhang U- Factor SHGC Imp Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N 1 Vinyl E 3 Vinyl E 4 Vinyl N 6 Vinyl W 9 Vinyl N 11 Vinyl Low- E Double Yes Low- E Double Yes Low- E Double Yes Low- E Double Yes Low- E Double Yes Low- E Double Yes 0. 33 0.32 N 6.0 ft' 1 ft 4 in 1 ft 0 in 0. 33 0.32 N 15.0 ft' 1 ft 4 in 1 ft 0 in 0. 33 0.32 N 33.5 ft' t ft 4 in 1 ft 0 in 0. 33 0.32 N 15.0 ft' 1 ft 4 in 1 ft 0 in 0. 33 0.32 N 30.0 ft' 7 ft 0 in 1 It 0 in 0. 33 0.32 N 15.0 ft' 1 ft 4 in 1 It 0 in Drapes/ blinds Drapes/ blinds Drapes/ blinds Drapes/ blinds Drapes/ blinds Drapes/ blinds Interior 5 Interior 5 Interior 5 Interior 5 Interior 5 Interior 5 GARAGE At Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 341 fl' 341 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 989.3 54.31 102.14 .1339 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 23.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 23.8 kBtu/hr cfm 0.7 1 Sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.96 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' 8/ 10/2018 10:40 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 212 ft' Attic 97 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling] Jan r Heatinf XJan ( Feb Feb Mar Mar r r Ma May X]] Jun Jun XX]] Jul 1) Jul Au JXJAuSep rlSeOd Od Nov Nov HDec X) Dec Ventin Jan j Feb X Mar X] r Ma 1 Jun Jul Aug Se X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating( WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating( WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 lbs/sq.ft. 0 ft' Oft 0.3 M Bath Default( 8 lbs/sq.ft. ft' ft 0.3 Master Default( 8 lbs/sq.ft. ft' ft 0.3 Dining Default( 8 lbs/sq.ft. ft' ft 0.3 Bedroom 2 Default( 8 lbs/sq.ft. ft' ft 0.3 Kitchen Default( 8 lbs/sq.ft. ft' ft 0.3 G Bath Defaull( 8 lbs/sq.ft. ft' ft 0.3 Living Room Default( 8 lbs/sq.ft. ft' ft 0.3 Bedroom 3 Default( a Ibs/s .ft. ft' ft 0.3 Hall 8/ 10/2018 10:40 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Garage 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 23.8 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1060 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor.(weighted average) 7a. 0.330 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.320 14. Heating system: Capacity 23.8 c) Area 7c. 114.5 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor.(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.96 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee wallstskylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Muftizone heating credit f) Programmable thermostat No Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, 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 nonniinstalled code compliant features. ( Builder Signature:1 A y 1 Date: 1 Y Address of New Home: 1419 Bell Street City/FL Zip: Sanford, FL 32771 r 8/10/2018 10:43:40 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft' Manual S Compliance Report Entire House Rapture Air, Inc. P.O. Box 1326, Mout Dore, R 3275rr1326 Ph re: 352-735b611 Uoense: CAC057807 For. Glen HoltAluminum - Anderson 1419 Bell Street Sanford, FI 32771 Design Conditions Job, Glen Holt Aluminum -Ande Date: 8/10/2018 By. Nick Outdoor design DB: 93.0°F Sensible gain: 15429 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.0°F Latent gain: 3031 Btuh Entering ooil WB: 62.6°F Indoor design DB. 74.0°F Total gain: 18460 Btuh Indoor RH: 50% Estimated airflow. 793 ctm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer. Rheem Model: RP1424AJ1NA+RH1T2417STANJA Actual airflow. 793 dm Sensible capacity. 16660 Btuh 108%of load Latent capacity. 7140 Btuh 2360/6 of load Total capacity 23800 Btuh 1290/6 of load SHR: 70% Design Conditions Outdoor design DB: 42.0°F Heat loss: 13248 Btuh Entering coil DB: 67.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer. Rheem Model: RP1424AJ1NA+RH1T2417STANJA Actual airflow. 793 cfm Output capacity. 22800 Btuh 172% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 793 dm Output capacity 6.8 kW 175% of load Temp. rise: 50 °F Meets are all requirements ofACCA Manual S. 05 wrightsoW Righsute0U wsal201717021RSUD8242 zo16-lLLglolPage1Page1 ALminmYloUAhmhm-ArdersonS.10.2018nq Ca1c=MJ8 faces: W Project Summa JWb. Glen Holt Aluminum -Ande wrighftoDate: 8/10/2018 Entire House By. Nick Rapture Air, Inc. P.O. Box 1326. Moil Dore, R 32756 1326 Phore 352-735.6611 Liosrse: CAC057807 For. Glen HoltAluminum - Anderson 1419 Bell Street, Sanford, Ft 32771 Notes: Glen HoltAluminum - Anderson 1419 Bell Street Sanford, FI.32771 Weather. Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 °F Outside db 68 °F Inside db 26 °F Design TD Daily range Relative humidiy, MoishJre difference Structure 10931 Bluh Central 2310vent (0 dm) h none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13248 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area 060 1060 Wlume (ft) 8480 8480 Air changeslhour 0.45 0.23 Equiv. AVF (ctm) 64 33 Heating Equipment Summary Make Rheem Trade RHEEM Model RP1424AJ1NA AHRI ref 7489174 Efficiency 82 HSPF Heating input Heatingng 22800 Bluh @ 47-F Temperature Actual it flow 793 dm Air flow factor 0.060 dmlBluh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 30 °F Backup: Input = 7 kW, Output = 23235 Btuh,100 AFUE 93 °F 74 °F 19 °F M 4466grnb Sensible Cooling Equipment Load Sizing Structure 11432 Btuh Ducts 3997 Bluh Central vent (0 c1m) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/ swingg multiplier 0.98 Equipm; N sensible load 15120 Btuh Latent Cooling Equipment Load Sizing Structure 2408 Btuh Ducts 622 Btuh Central vent (0 dm) 0 Btuh none) Equipment latent load 3031 Btuh Equipment total load 18151 Bluh Req. total capacity at 0.70 SHR 1.8 ton Cooling Equipment Summary Make Rheem Trade RHEEM Cond RP1424AJINA Coil RH1T2417STANJA AHRI ref 7489174 Efficiency 11.5 EER,14 SEER Sensible cooling 16660 Btuh Latent cooling 7140 Btuh Total cooling 238M Btuh Actual airflow 793 c1m Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrl 1tSOtft 2018-A g-1010:29:05 g • PogttSuWGU mrsW 201717.021 RSU08242 Pape 1 Ak. h. WlAAmhm-Alyderson8.10.2018.nQ Calc=MJB faces W wrightsoft• Right -A) Worksheet Entire House Rapture Air, Inc. P.O. Box 1326, Marl Dore, R 32756-1326 Phore. 352-735-6611 License, CAC057807 Job. Glen Holt Alumina-Andersn Date: 8/10/2018 By. Nick 1 Room name Entre House MBa1h 2 Exposed viall 116.0 A 18.0 e 3 Room height 8.0 e d 8.0 A heallm. 4 Roomrs diewo6.0 x 120 0 5 Room am 1060.0 R 720 W Ty Coroxbon 11-%due Or HTM Area (IF) load Area (IP) load rxanber MUVWl) BtuhAl') or perimeter (e) Blur) or perimeter (W A) Heal Cod Goss NPIS Hear Cod Gross NPIS Heal Cod 6 13A4ore 0.143 n 3.72 3.00 3w 264 982 793 96 90 335 270 4A5. 2ov 0.470 n 1222 1288 6 0 73 77 6 0 73 77 4A5. 20v OA70 n 1222 1-Be 30 0 367 306 0 0 0 0 W 13A4ocs 0.143 a 3.72 3.00 228 180 667 539 48 48 178 144 11 G 4AS2ad 4A5- 2ov 0.470 a 1222 31.38 15 0 183 471 0 0 0 0 0. 470 a 1222 31AS 34 0 409 1054 0 0 0 0 w 13114a8 0.143 s 3.72 3.00 296 296 1101 889 0 0 0 0 Mrs 13o0.143 w 3.72 3.00 104 53 197 159 0 0 0 0 4AS2ov 0.470 w 1222 13M 30 29 367 408 0 0 0 0 11JD 0.600 w 15.60 19.32 21 21 328 406 0 0 0 0 q 12C-Osw 0.091 237 1.57 128 107 253 168 0 0 0 0 11JD DAW n 15,60 19.32 21 21 328 406 0 0 0 0 0C 16B-30ad 0.032 0.83 1.78 1060 1060 882 1889 72 72 60 128 F 22A-0 0.989 25.71 0.00 1060 116 2983 0 72 18 463 0 61 d AED wan -son10 69 EnwJopekrsaVain 9119 7645 1109 551 12 a) ldlbalon 1812 677 251 105 b) Room veriblabon 0 0 0 0 13 bden germ Oooq>ants@ 23D 7 1610 0 0 Ap0a vestd- 1500 0 Sutlo U(6nes6to13) 1 10931 114321 139D 656 Lessexlernalload 0 0 0 0 l. essba der 0 0 0 0 Redsbibubon 0 0 0 0 14 9ubtOfal 10931 11432 1390 6% 15 Dwloads 21% 35% 2317 3997 21% 35% 295 229 Total room load 13248 15429 J—Iro, usAir required (dm) 793 793 46 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4 *- wrlghtsaft- Rrgh- Sute4Dlkiversal201717.0.21 Rsu08242 2018- Agg10102905 Page 1 luranrnwonwun- Arde,sor,e-lo-2D1e.np ca1e=M,16 raoes w wrighttsoft- Right-J® Worksheet Entire House Rapture Air, Inc. P.O. Box 1326. Moot Dore, A 32756-1326 Phone: 352-735-6611 Uceree CAC057807 Jotx Glen Halt Aluminum-Andersn Date: 8/10/2018 By. Nick 1 Room nane Mara Diring 2 va 11.5 A 225 R 3 Room height 0 a -;W 0 0 hF fm r 4 5 Roo ndirna cons Room a m 1.0 x 155.5 8 1555 r 11.0 x 11.5 4 1265 W Ty Consbudion U-value or HTM Area (W) Load Area (fF) Load number Bbr1VWF) BOAIAN) or perimeter (8) Bb01) or perimeter (Il) Btuh) Heat Cod loss NAPS Heat Cod Crass NAP5 Hd Cod 6 r 13A4= 0.143 n 3.72 3.00 0 0 0 0 0 0 0 0 4A54w 0.470 n 1222 12.88 0 0 0 0 0 0 0 0 4AS2ov OA70 n 1222 12.88 0 0 0 0 0 0 0 0 13A4ors 0.143 a 3.72 3.00 92 77 286 231 Be 55 2D3 164 11 4A5.2ov 0.470 a 1222 31.38 15 0 183 471 0 0 0 0 W 4AS2ovd 13A-4m 0.470 0.143 a s 1222 172 31.45 100 0 0 0 0 0 0 0 0 34 92 0 92 409 342 1064 276 13A-4om 0.143 w 3.72 3.00 0 0 0 0 0 0 0 0 4A5.20o 0.470 w 1222 13.60 0 0 0 0 0 0 0 0 11JD 0.600 w 15.60 19.32 0 0 0 0 0 0 0 0 q 1-0 12C-Osw 0.091 Z37 1.57 0 0 0 0 0 0 0 0 11JD 0.600 n 15.60 19.32 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.83 1.78 156 156 129 277 127 127 105 225 F 224-Q11 0.9B9 25.71 0.00 156 12 296 0 127 23 579 0 6 c) AED exouson 53 98 Em4dopetosstain 895 926 16M 1817 12 a) Whrebon 180 67 351 131 b) Room venblalion 0 0 0 0 13 gains 0m4a11s@ 230 2 460 0 0 ApptiarmstOw 300 1 0 St&btd (brres6b 13) 1074 1753 1989 1948 Lessege nal load 0 0 0 0 Lessbadw 0 0 0 0 Reddsbibubon 0 0 0 0 14 Subtdal 1074 1753 1989 1948 15 Duct bads 1 21% 35% 228 613 21% 35% 422 681 riToW room load 1302 2316 2411 2630 Air regWred(ohn) 78 122 144 135 Calculations approved byACCAto meet all requirements of Manual J M Ed. wrlghTlCsatt- PogHSUteOLhversal201717.021 RSU08242 2018-ALW1010:29.05 Akn*Ln* lAlunhm-Aderson8-10-2018.np Calc=NUS faces- W Page wrightsoft- Right-l® Worksheet Entire House Rapture Air, Inc. P.O Box 1326, Moot Dora, R 32756-1326 Phore 352-735-till Uceree. CAC057807 Job: Glen Holt Aluminum -Andersn Date: 8/10/2018 By. Nick 1 Roan name Befoorn2 161de 2 ExposEdwill 13.5 1t 11.5 ft 3 Roomheght 0 tt lreallaod 8.0 0 heaUmd 4 Roo ndmns eruvo1.0 x 133.0 A 1.0 x 139.3 0 5 Roan area 133.0 N 139.3 R Ty Capon U-value Or HTM Area (tl) Load Area (1P) Load number Bb vIP-*F) or perimd- (11) Bbrh) or perimeter M Bhrh) Heat Cod Cross NFIS Heal Cod Gross NIPS Heal Cod 6 q 13AAam 0.143 n 3.72 3.00 108 93 346 279 0 0 0 0 4AS2ov 0.470 n 1222 12.88 0 0 0 0 0 0 0 0 G 4A5-2ov 0.470 n 1222 1Z.88 15 0 183 193 0 0 0 0 13AAm 0.143 a 3.72 3.00 0 0 0 0 0 0 0 0 11 4AS2ov 0.470 a 1222 31.38 0 0 0 0 0 0 0 0 4AS2ovd 0.470 a 12.22 31AS 0 0 0 0 0 0 0 0 w IP,4ors 0.143 s 3.72 3.00 0 0 0 0 92 92 342 276 13AAocs 0.143 w 3.72 3.00 0 0 0 0 0 0 0 0 4AS2ov 0.470 w 1222 13.60 0 0 0 0 0 0 0 0 11JD 0.600 w 15.60 19.32 0 0 0 0 0 0 0 0 q 1- 0 120- Mm 0.091 Z.37 1.57 0 0 0 0 0 0 0 0 11. p 0.600 n 15.60 19.32 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.83 1.78 133 133 111 237 139 139 116 248 F 22A-1pl 0.989 25.71 0.00 133 14 347 0 139 12 296 0 6 d Alm exo.,don 75 1 171 Em4dopelosslgain 997 634 754 353 12 a) In6lingon 211 79 180 67 b) Room venblalion 0 0 0 0 13 h4en gain% OMLWM a3 230 0 0 0 0 Appbancesblher 0 1200 Subldai( bnes61o13) 1 Ilse 7131 933 1620 Issse> Qentalload 0 0 0 0 Lessbades 0 0 0 0 Redrssibuban 4 9 0 0 14 Subtrltal 1202 721 933 1620 15 Dud bads 1 21% 35% 255 252 21% 35% 198 566 Trial room load 1457 974 1131 2187 Air recp4red(dm) 87 50 68 112 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. Aft- wrlght>ctatt- Riga-Sute®Udversal2017170.21 RSLXW42 2018- Are-1010.29:05 Page3 JULmimmwatAwnnm- Andersa,e-10-20lerw Calc=MA tapes• w wrightsoft• Right -A) Worksheet Entire House Rapture Air, Inc. P.O. Box 1326, Mouf lore. R 32756-1326 Phore, 352-735-611 Ucerse. CAC057W7 Job. Glen Holt Aluminum-Andersn Date: 8110/2018 By. Nick 1 Room name G Bath U%ing Room 2 Exposed va 0 n 27.0 tt 3 Room height 0 fl hediimd 0 1t heatkod 4 5 Rom din w ons Room area 5.5 x 6.5 4 46.8 W 1A x 224.3 Q 224.3 W Ty Construction L velue Or HTM Area (W) load Area (1P) Load number BWW-F) BhOMI') or perionda (tl) Bbb) or perimeter (0) 81uh) Head Cod Gross NrP/S Heat Cod Gross NIPS Had Cod 6 tIi--GG 13A 4as 0.143 n 3.72 3.00 0 0 0 0 0 0 0 0 4AS2w 0.470 n 1222 ISO 0 0 0 0 0 0 0 0 4A5.20v 0.470 n 1222 1238 0 0 0 0 0 0 0 0 13A 4ocs 0.143 a 3.72 3.00 0 0 0 0 0 0 0 0 11 4AS2ov 0.470 a 1222 31.38 0 0 0 0 0 0 0 0 4AS2ovd 0.470 a 1222 31.45 0 0 0 0 0 0 0 0 w 13A flocs 0.143 s 172 3.00 0 0 0 0 112 112 416 336 W pC 13A-4as 0.143 w 3.72 3.00 0 0 0 0 104 53 197 159 4AS2Dv 0.470 w 1222 13.60 0 0 0 0 30 29 367 408 11JD 0.600 w 15.60 19.32 0 0 0 0 21 21 328 406 q D 12C-Osw 0.091 Z37 1.57 0 0 0 0 36 15 35 24 11JD 0.600 n 15.60 19.32 0 0 0 0 21 21 328 406 C 16B-30ad 0.032 0.83 1.78 47 47 39 83 224 224 187 400 F 22A-tpl 0.989 25.71 0.00 47 0 0 0 224 27 694 0 6 c) AID exoa9on 8 391 Emel pelossfon 39 75 2552 25M 12 a) ht"on 0 0 422 158 b) Room venblabon 0 0 0 0 13 Iriterndgains: OooPwds@ 230 0 0 4 920 Applia xestOver 0 0 Srmlotal(bnes6to13) 39 75 2973 3607 Lessexternallow 0 0 0 0 Lawbandii 0 0 0 0 RediffiibuOon 2 4 2 4 14 Subdofal 41 79 2975 3611 15 Dud loads 21% 35% 9 281 21% 35% 631 1262 Told room bad 49 107 3606 4873 Airregtired(dm) 3 5 216 251 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. wrlghirFotlY fty$uteOUriversal201717.021RS1108242 2018Atg1010Page age44aumir.. mwonaumim,m-Aroersomii-10•2019.rw talc=MJe races: w wrighttsoft- Right-J® Worksheet Entire House Rapture Air, Inc. P.O. Box 1326, MouY gore, R 32756-1326 Phone: 352-735-6611 Llcem: CACD57807 JoIx Glen Holt Aluminum-Andersn Date: 8/10/2018 By. Nick 1 Room name Bedmarn 3 Ha» 2 Elposed wail 120 A 0 A 3 Room heigh 8.0 A heeLtod 8.0 A healAlool 4 5 Room dimensions Roomarw 1.0 x 147.8 A 147A W 6.0 x 7-5 A 15.0 r Ty Carsbudion Lkdue Cr HTM Area (IF) Load Area (A) Load number BUAVF) BtuhAN) or perimeter (A) Btu) or perimeter (0) BW) Heat Cod Goss NIPIS Heat Cod Goss NP/S Heat Cod 6 r 13A4ocs 0.143 n 3.72 3.00 96 81 301 243 0 0 0 0 4AS2w 0.470 n 1222 12.88 0 0 0 0 0 0 0 0lG^ 4AS2ov OA70 n 1222 12X8 15 0 183 193 0 0 0 0 13A-4as 0.143 a 372 3.00 0 0 0 0 0 0 0 0 11 4AS2ov 0.470 a 1222 31.38 0 0 0 0 0 0 0 0 4AS2ad 0.470 a 12M 31A5 0 0 0 0 0 0 0 0 W 13A4om 0.143 s 3.72 3.00 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.72 3.00 0 0 0 0 0 0 0 0 4A5.2ar 0.470 w 1222 13.60 0 0 0 0 0 0 0 0 11JD 0.600 w 15.60 19.32 0 0 0 0 0 0 0 0 q D 12C-09w 0.091 Z37 1.57 92 92 218 145 0 0 0 0 11JD 16B-30ad 0.600 0.032 n 15.60 0.83 19.32 1.78 0 148 0 148 0 123 0 263 0 15 0 15 0 12 0 27C F 22A-VI 0.989 25.71 0.00 148 12 309 0 15 0 0 0 6 d AED excursion 109 3 EnWWebsslon 1134 735 12 24 12 a) idilb on 187 70 0 0 b) Room 1Rndgen 0 0 0 0 13 hllerrlalOn& Oonapats(@ 230 1 230 0 0 Appkr-sblher 0 0 SubOrtal(6nes6b13) 1 1321 1035 12 24 Lewexten bad 0 0 0 0 Lewbarda 0 0 0 0 Redishibuko 4 9 12 24 14 Subtotal 1325 1044 0 0 15 Dudloads 21% 35% 281 m 21% 35% 0 0 ToW roan bad 16M 14M 0 0 Air regrared (dm) 96 72 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r 4 wrlght>:utt- Right-Sule8llhversal201717.0.21 RSUD8242 2018-Ar,g-10 1 Page 6 AluninmWollAhmhm-Arderson8-10.2018.np Cak=MJB hoes' W ape Main floor F/50 12x6 lway M Bath Diming Master 1"din 10x6 Ivey 12x6 lvsy 122 don6. 1 ragr.1 79dn0x617. 12x6 T way 5 KAchen Bedroom 2 ttidln 8' G Bath 1 IOx10 rag W 1 5&n 8' ", 6x16 rag 12' 96dn 10x10 8' 1 my 10x6 1 95don 1 251 don Living Room Bedroom 3 4' 14' Dryer Garage Job it Glen Holt Aturn inum-Andersn Performed by Nick for: Glen HoU AAimintlm -Anderson 1419 Bel Street Sanford, FI3Z771 Rapture Air, Inc. P. O. Box 1326 Mount Dora, FI 32756-1326 Phone: 352-735-6611 Scale: 1 : 80 Page 1 RightSuite® Universal 2017 17. 0.21 RSU08242 2018- Aug-10 10:29:46 luminum - Anderson 8-1D-2018.rup 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Holt Aluminum - Anderson 8-10-2018 Builder Name: Glen Holt Aluminum Street: 1419 Bell Street Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number. YU Owner. Anderson Jurisdiction: Design Location: FL, Apopka U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air seating shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 ShowerAub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. ICaulkingorotheradhesivesealantsshallnotbeusedtofillvoids between fire sprinkler cover olates and wath or ceifinos. a. In aaomtion, inspection or cog wars snarl be In acCOroance with the provisions of KX-40U. 8/*10/2018 10:43 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Sanford Bell Street Permit Number. Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)Jhe building official shag require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and cored before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shag be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldjre building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shag allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordanceElwiththemanufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where 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 not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNETACC 380 and reported at a pressure of 0.2 inch 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 489.105(3)(0, (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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shag be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shag be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. o R402.4.3 Fenestration air IeakagdMndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm 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/ WDMA/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. 8/10/2018 10:43 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Pagel of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-buming appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 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 dm (0.944 Us) when tested in accordance with ASTM E283 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. R403.1 controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 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. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria below. Dud tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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)(Q, (g) or (i), Florida Statutes, to be *substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Duds shall be pressure tested to determine air leakage by one of the following methods: Rough4n test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A dud air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Dud testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403A 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. R403AA Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/10/2018 10:43 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 611h Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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 % inches (89 mm) in the hot water distribution tine and cold water tine located as dose as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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). R403.5.6.1.2 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 bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 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 including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 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 (d 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 chm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 8/10/2018 10:43 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 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 403.7, 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. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures 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 multiple -family residential equipment sizing may be selected so that its cooling rapacity 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 multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 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 R403.7.1. R403.7.1.3 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commerdal Provisions in lieu of Section R403. R403.9 Snow melt and Ire 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 50'F (I VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built4n time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 8/10/2018 10:43 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatof%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 8/10/2018 10:43 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist O 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, a -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 (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Cana (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 8/10/2018 10:40:44 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Glen Holt Aluminum Community: Lot: NA Address: 1419 Bell Street City: Sanford State: FL Zip: 32771 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. 0 PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 7.000 x 60 + 8480 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verged by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to thecode 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 dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be dosed, 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 dosed and sealed. 5. Heating and cooling systems, it installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester. License/Certification #: Issuing Authority: 8/10/2018 10:44:21 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 RECORD COPY OPTIONAL LOAD CALCULATION FOR DWELLING UNITS PER ARTICLE 22-30 NEC PROJECT: GLEN HOLT ALUMINUM LLC. TYPE UNIT: NEW BUILD A 1419 S. BELL STREET SANFORD FL. LIVING AREA: 1060 SQ FT GENERAL LIGHTING 1.060 X 3 Watts per sq. fL 3.180 Microwave 1.000 Dishwasher 1.500 Disposal 600 Dryer 5.000 Laundry 1.500 Range or Oven 10,000 Cooktop 0 Whirlpool 0 Pool 60 Amp 0 Small Appliance Load @ 1500 Watts Each 4.500 Well's 0 Water Heater 4.500 Future Pole Barn U/c Ice Maker U/c Ref. Patio Grill Car Lift TOTAL 31.780 36 eui o tic USANFOno 1st 10 kw @ 100% 10,000 @ 100% 10.000 Balance @ 40% 21.780 @ 40;6 8.712 A/C Unit c@ 100% 3.840 Electric Heat @ 100% KW 10.000 TOTAL NET COMPUTED LOAD 32.552 Total Load 32.552 — 240 = 135.6 AMP S' it ISPOT ELEVA17ON WI AT CROWN ROAD FOUND 1' PIPEOf06IN0N o F— rUJ LL1 m iL a 0 o: CO c J ii yD s1 DW aW o) m a O to n r FENCE CORNER a3' N. 0.3' E N90ti0'00 E BOUNDARY SURVEY 1419 South Bell Street, Sanford, Florida 32771 END FENCE o f N90100"000E a9-14' 0.3' Sy 0.4' E d d - ZONE x 25.5' PROPOSED-------I 6a7' u CONCRETE I'i Y, ONE STORYDRIVEWAYRESIDENCE r 213' 11419 25.8' 25.0'—.PROWOSED WALK I RL------------- PROPOSED FINISHED FLOOR ELEVANON-31.00 PROPOSED LT 1_25' BUILDING uGRADINGTYPE° c SETBACK I ME 37.3' LOT 60 4' CLF sRODe ROCfRS LB 8163' 15000' ,' o FEN 0.fI,S; o o SETBACK LINE ZONE A I I 3 WEST 150 liz 1s o OF LOT 59 Is Imp io f0' BUO.DMG SETBACIC LINE ui 1" a S90'00,00"W a xs' 0 150.00, X* 11 oM— gg.10 G+ S90,00'00-W axp i SET 1/2- IRON FOUNDIIRONPIPEI O APPROJOMAnaN R CAP OFLOOD ROGERS LB 8163' 9 S SC LED LOT 58 a LEGEND: FROM MAP SURVEYOR'S NOTES. Wan D wA1ER METER PROPOSED AIR 1) North and the bearings shown hereon ore referenced to I CONDITIONER PAD the assumed bearing of NO1'16'09 E along the cost I cp,, WOOD UTILITY POLE right of way line of Bell Street. oa 2) An abstract of title was not performed by or furnished e OH- S) OVERHEAD umltY LINE(S) to the undersigned. Any easements or encumbrances that may appear as o result of said abstract Is notCLEANOUTcertifiedhereon. I2 CLF CHAIN LINK FENCE 3) Underground Improvements, if existing, were not located R/W RIGHT OF WAY as a part of this survey, except as may be shown. I FOUND 3/8- IRON RODI LB LICENSED BUSINESS 4) Based upon a graphic determination, this property is located to Zone A and Zone X according to the FederalSWCORNERLOT58LICENSEDSURVEYOREmergencyManagementAgency's (FEMA) Floodll PSM PROFESSIONAL SURVEY'i7R Insurance Rote Map (FIRM) for Seminole County, Florida; NDMAPPERMapNumber12117CO070F, doted September 28, 2007. ROGERS SURVEYING P) PER PLAT This note is provided for information purposes only, and M) MEASURED the undersigned assumes no Mobility for the correctness AND MAPPING, INC. ,O 352-735-8734 c) CALCULATED of the cited map. x 3a56 SPOT ELEVAnON 5) Thesubjectas depicted hereon contains 0.170 morepor357E7THAVE, MOUNT DORA. FL 32757 • LB 8163 e% less PROPOSED DRAINAGE FLOW 6) Interior improvements were not located as o part of SURVEY DATE 0711312018 FIELD BY S. ROGERS this survey, except as shown. SCALE: 1' = 20' DRAWN BY. L GRIFFIN SCALE. 7) Elevations shown hereon are based on Seminole County PROJECT 10. 18-726 1- - 20' Benchmark 18044801 (NAVD 1988 Datum). FILE NAME. PBIPG71 BLKK L0759 18-726 8) Building setbacks shown were provided by the client. 02, I 225'( P) 8 n jRON°p,L 223166 ( M) - N90W' 00 E 73.66' Ok to construct single family home with setbacks and impervious area shown on plan. I/ N I an «" •a - n"' REMAINDER OF LOT 59 3I PIe r yl a S90 00 00-W 7166' 223. 66'(C) y 225(P) I I I I LEGAL DESCRIPTION: W 150 FT OF LOT 59 BLK K AD CFIAPPELLS SUBD PB 1 PG 71 CERTIFIED TO. Glen Holt Glen Holt Aluminum, LLC. Brian S. lu. sfRrdNgwo cw Rogers BRIAN S. ROGERS, PSM A LS 7067 FLORIDA LICENSED SURVEYOR AND MAPPER REWi il COPY Alpine, an I I W Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 ALPINE Phone: (800)755.8001 ww.alpineilw.cornwww.a4)ineitw.com 71 {6 II IIVI IIIOYVI I. ustomer. Angle Truss Company Job Number. 96831 tbDesaiplion. ANDERSON RESIDENCE -96831 /ANDERSON RESIDENCE /Fill in later ddress. 1419 BELL STREET I CW State, Zip. Sandford, FL Name, Address and License # of Structural FOR N one exists for the building: Name: License #: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 2017 RES M View Version: 17.02.02.1208.15 JRef M, 1MS67040002 W1hd Standard.• ASCE 7-10 Wind Speed (Mp ): 140 I Rioof Load (pat): 20.00- 7.00- 0.00- Fbor Load omo None 10.00 This package contains a job notes page, 16 truss drawings and 0 details. Item seal # Truss 1 236.18.1429.44353 TI 3 236.18,1429.50150 T3 5 236.18.1429.56427 T5 7 236.18.1430.01553 9 236.18.1430.09027 T9 11 236.18.1430.15780 CJ3 13 236.18.1430.18700 EJ7 15 236.18.1430.25080 HJ7 Item seat # Truss 2 238.18.1429,46497 T2 4 236.18.1429.53550 T4 6 236.18.1429,58063 T6 8 236.18.1430.04867 T8 10 36.18.1430.11117 CA 12 230,18.1430.17217 CJ5 14 236.18.1430.20873 EJ7A 18 236,18.143028860 HJ7A SANFORD OF'OAR'(M 1 8- 3689 5tATE 6# tea: OROPaaa' SS ONAI•E G rhls doorment hu bpn alatbonbpy slprad and soalad ustnt a Digital Signature. Printed mplas Wthout on original signature must be 08242018 wnllad Vslry do oAginal daetrwsk Version. Florida Certificate of Product Approval #FL1999 Printed W2412018 4:49:04 PM M Job Number. 96831 Ply: 1 SEON: 755M / TS COMN Cunt R6704 JRet 1WdSB7040002 ANDERSON RESIDENCE -96831 /ANDERSON RESIDENCE/Fill In later Oy: a FROM. PC DrvvNo: 230.18.1429.44353 Truss Label: T1 I SSS / DF OW2412018 7 8 11 + 10.0.4+ 14 4- + 18'7.12 + 2011 T 26r 78-U 23-8 43.12 13-12 23 8 71j-14 4X4E 1' 1074 58.12 24-12 Writ 11 1074 IV 184-1 26'6- Loading Criteria (Pd) TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.OD Load Duration: 1.25 Spacing: 24.0 - Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: ll EXP: C Kzt NA Mean Height: 15.00 it TCDL 4.2 pat BCDL &0 pal MWFRS Parallel Dist h to 2h C&C Dist a: 3.OD fi Loa fmm endwall: not in 9.00 fi GCpk 0.18 Wind Duration: 1.25 Lumber Top chord 2x4 SP 02 Bot dxx 2x4 SP SS Dense Webs 2x4 SP S3 Purlins In Beu of structural paneis or rigid telling use puAlns to Iateraly brace dotes as follows: Chord Spw q(ln oc) Sh wQQ End(fi) BC 75 0.15 28.52 Apply purWls to any shads above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed PIdl for 20 psi additional bottom chord live load in areas with 4rallgh x 24--wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chad overhang(s) may be field trimmed. Snow Criteria (Papt in PSF) Pg: NA Ct: NA CAT: NA Pl: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Cods I Mlac Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/ RT:20(0yt0(0) Plate Type(0 WAVE IMPORTANT" FURNISH THIS DRAWING TO ALL any Dvn= l Criteria PP Deflection In loc Udefi LAII VERT( LL): 0.111 J 999 360 VERT( CL): 0.198 J 999 240 HORZ( LL): 0.033 J - - HORZ( TL): 0.059 J - - Creep Factor. 2.0 Max TC CSI: 0.613 Max BC CSI: 0.403 Max Web CSI: 0.262 VIEW Ver. 17.02.02.1208.15 Ef a—. 01# YAM Lit' OR a0 278,E ONAL 08/ 24/2018 Maxlmum Reactlorts (Ibe) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1193 P P 1613 1128 1178 H 1193 P P 1613 1120 I Wind reactions based on MWFRS B Brg Width = 8.0 Min Req a 1.5 H Brg Width - 8.0 Min Req a 1.5 Bearings B & H are a rigid surieoe. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Camp. B - C 758 -2255 E - F 704 -1946 C - D 60 -1995 F - G 689 -1996 D - E 704 -1945 G - H 75B - 2257 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Camp. B- L 2M1 -583 K-J 1387 -316 L - K 1387 -315 J - H 2D22 -599 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C- L 297 -4D7 E-J 689 -175 L - E 607 -175 J - G 297 -4D1 E INSTALLERS oI * BuIld,W %I, R failuretobuild then r Thesu' I&DIINy ALPINE µ" 03~ 6750 Fonan Drive Sure 305 Orlando FL. 32821 Job Number. 96931 Ply. 1 SEON: 756002 / T4 HIPS Cust Re704 JRe1: 1WdS67040002 ANDERSON RESIDENCE -98831 /ANDERSON RESIDENCE /FO In toter Oty: 2 FROM: PC DrwNo: 230.18.1429.45497 Tnrse Label: T2 I SW / OF 0824R018 e7',0 17 t49' 22V6 ter 6'7.10 WAIT 28• 9.•e 67.10 Loading Criteria (pat) TCLL: 20.00 TCDL: 7.W BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL• 10.00 Sowd: 2.W Load Duration: 1.25 Spacing: 24.0' Top chord 2x4 SP 1r2 Bot chord 2x4 SP 62 Webs 2x4 SP 03 04X4 04X. D E 3X5 9S•,. ee.2 , 98.2 e'S•U 1' fist. 17 ,. 11r 22iZ 2B6' Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EKP: C Kzt NA Mean Height 15.00 n TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h2 to h C&C Dist a: 3.00 R Loc. from endwall: not In 9.0011 GCpk 0.18 Wind Duration: 1.25 PudIns In lieu of structural panes or rigid ceiling use pw*m to laterally brace chords as follovrs: Chord SpacbV(tn oe) Star") End(n) TC 24 13.0D 15.67 BC 75 0.15 28.52 Apply purBns to any chords above or below tillers at 24" OC unless shown otherwise above. Wind Wind bads Dried on MWFRS with additional C&C member design. Additional Notes Top Chord overhangs) may be field trimmed. IMPORTANT" Snow CAt9ria (Pp,Pr In PSF) Pp: NA CI: NA CAT: W Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mtsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0y10(0) Plate Type(s): WAVE 0e111=1 Criteria PP Deflection in be Uden L/M VERT(LL): 0.117 J 999 360 VERT(CL): 0.248 J 999 240 HORZ(LL): 0.047 1 HORZ(IL): 0.088 1 Creep Factor 2.0 Max TC CSI: 0.495 Max BC CSI: 0.695 Max Web CSI: 0.706 VIEW Ver. 17.02.02,1208.15 FOR .,.• 9 0 27s 08/24/2018 i 1 Maximum Reactions fibs) Gravity N"Wjmvky Loc R+ I R- I Rh / RW / U / RL S 1138 /- P 1617 r" 1164 G 1138 P 6 1617 MW 6 Wind reactions based on MWFRS 8 Brg Widths 8.0 Min Req o 1.5 G B g Width n 8.0 Min Req a 1.5 BearbW 8 3 G are a rigid surface. Members not 9sted have trees less 8ren 375# Maximum Top Chord Forces Per Ply ([be) Chords Tens.Comp. Chords Tens. Comp. B - C 813 -2227 E - F NO -1594 C - D 60 -1594 F - G 812 - 2227 D - E 660 -1403 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B-M 20M -65D K-J 14M -391 M-L 1999 -652 J-1 1999 -W7 L - K 1403 -391 I - G 2003 -665 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C-L 3M -716 J-F 3W -716 of failuretobuild the I cr Tt s reul®Dlllty ALPINE mr1wo 6750 Form Drive Sulle 305 Orlando FL, 32821 Job Number. 95031 ply: 1 SEON. 758005 / T3 HIPS I Cuss• R8704 JRV: /WdS87040002 ANDERSON RESIDENCE 4MI )ANDERSON RESIDENCE IM in later Oty: 2 FROM: PC DrwNo 238.18.1429.50150 Truss Label: T3 SSS / OF 0=4=18 5'4'10 11' 178' Z33'8 28'8' 5'4'10 57'8 6'8' 57-6 S'4'10 w4X8 84X6 D E 28 8' 1' S 2'14 3 3'84 1 "14 57*14 1' 5'2'14 11' 14' 178'4 23'5'2 288' Loading Cdlaft (pot) TCLL: 20.00 TCDL: 7A0 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord Nil SP 02 Sot chord 2x4 SP 02 Webs 2x4 SP 83 Wind Critsrle Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category:ll EXP: C Kst NA Mean Heigh 15.00 R TCDL: 4.2 psf BCDL: 5.0 Psi MWFRS Parallel Dist: h/2 to h C3C Dist a: 3.00 ft Loc. from wiftalll: not In 9.00 it GCPt 0.16 Wind Duration: 1.25 Puriins In lieu of structural paneis or rigid ceiling use pudire to laterally brace chords es folW": Chad SWbV(in or) Start(n) End(fl) TC 24 11.00 17.67 BC 75 0.15 28.52 Apply pufts to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chad overhang(s) may be field trimmed. of Snow CritsAa (Pe,P1 in PsF) Pg: NA Ct: NA CAT: W PI: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Cods / mist CritsAa Skfg Code: FBC 2017 RES TPI SW: 2014 Rep Factoo Used: Yes FT/RT:20(OY10(0) Plate Type(s): WAVE Defh/CiSi Criteria PP Deflection In lot Udell UM VERT(LL): 0.120 L 999 360 VERT(CL): 0.223 L 999 240 HORZ(LL): 0.047 1 - - HORZ(fL):0.0881 - Creep Factor 2.0 Max TC CSI: 0.447 Max SC CSI: 0.687 Max Web CSI: 0.376 VIEW Ver. 17.02.02.1208.15 a3,o't VATE OF 00 278°''N, /01VA1 08/242018 1 in 1 Maximum Reactions (lbs) Gravity Non-GrevllY Loc R+ /R- /Rh /RW /U /RL B 1138 P P 1619 r3W 1142 G 1138 P P 1619 /J39 P Wind reactions Dosed an MWFRS B Brg Wktth a 8.0 Min Req a 1.5 G Brg Wkfth a 8.0 Min Req a 1.5 Bearings B d G are a rigid surface. Members not listed have fares less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 855 -ZV3 E - F 737 -1778 C - 0 739 -1788 F - G 854 -2273 D-E 740-1599 Maximum Bat Chard Forces Per Ply (tbs) Chords Tens.Comp. Chords Tens. Comp. B - M 2053 -700 K - J 1598 -493 M - L 205D -702 J -1 2050 -717 L - K 1596 -493 1- G 2064 -715 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 225 -486 J - E 398 -30 O-L 385 -23 J-F 225 -494 failuretobuildthe 1 tt rulatlllty ALPINE MMCD nor 6750 Forum Drive Suite 305 Orlando FL 32821 Job Number. 96831 Ply: 1 SEON. 756027 / T2 HIPS Cust R6704 JRet 1WdS670000D2 ANDERSON RESIDENCE-98831)ANDERSON RESIDENCE/Fill in tow Oy: 2 FROM: PC DnMo: 238.18.1429.53550 Truss Label: T4 SSB / OF OW412018 s'8'142211'2 + 28.8' S8'14 33'2 5' S8' 3'3'2 58'14 M 4x6 112X4 a 4XB D E F T 512 2X4 ,2X4 C G 0 B H 1 A1,1Z I a3 T) 03X5 o5X7 03XA15 =3 AM Loading Criteria (pen TCLL: 20.00 TCDL: 7.OD BCLL: 0.W BCDL: 10.OD Des Ld: 37.00 NCBCLL: 10.W Soffit 2.OD Load Duration: 1.25 Spacing: 24.0' Lumber Top Gard 2x4 SP fi2 Sot chord 2x4 SP 02 Webs 2x4 SP 03 Purilm; 9 14' 19'8' 28 8' Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Heighl: 15.0Dft TCDL: 4.2 pst BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C& C Dist a: 3.00 fl Loa from endwall: not in 9.00 A GCpi: 0.18 Wind Duration: 1.25 In Ueu of strutrirrel panels or rigid calling use pudit to laterally brace dams as tonows: Chord Speci g(in oc) SUW) End(n) TC 24 9.00 19.67 BC 75 0.15 28.52 Apply purtins to any dxxds above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C3C member design. Additional Notes Top Chord overhang(s) maybe field trimmed. snow criteria (Pp P1 in PSF) Pg: NA Cl: NA CAT: W Pf: W1 Ce: NA Lu: NA Cs: NA Snow Duration: W1 Code I Mlac Criteris Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:2D(0y10(0) Plate Type(s): WAVE W Defl/ CSI Criteria PP Deflection In loc Wait L/# VERT( LL): 0.136 E 999 360 VERT( CL): 0.252 E 999 240 HORZ( LL): 0.045 J - - HORZ( IL): 0.095 J - Creep Factor 2.0 Max TC CSI: 0.395 Max SC CSI: 0.850 Max Web CSI: 0.149 VIEW Ver 17.02.02.1208.15 9. c ' VATE OF a C OR P•.•`c. tom 0 278 ss ONAI 08/ 24/2018 T h v 1 Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / RW / U / RL B 1138 P A 1617 1341 1121 H 113B P P 1617 1341 P Weld reactions based on MWFRS B Brg Width - 8.0 Min Raq a 1.5 H Brg Width a 8.0 Min Req a 1.5 Bearbgs B 3 H are a rigid surlace. Members not listed he" tortes less than 3769 Maximum Top Chord Forces Per Ply (lbs) Chords Tena.Comp. Chords Tens. Comp. B- C 09-2194 E-F 8% -2033 C- D OM -1942 F-G OW -1947 D - E MID -2D33 G - H 897 - 2194 Maximum But Chord Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp, B- L 19M -73D K-J 1763 -500 L - K 1755 -560 J - H 1978 -744 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D- L 375 -45 F-J 385 -38 failure to build the W, fW. `'Assay ALPINE W" GN~ 6750 Form Drive suite 305 Orlando FL, 32821 Job Number. 96831 Ply: 1 SEON: 758019 I T14 HIPS Cust R6704 JRet: 1WdS87040002 ANDERSON RESIDENCE -88831 /ANDERSON RESIDENCE /Fill in later Oty. 1 FROM: PC DrwNo: 230.18.1429.58427 Tnma Label: TS SW / OF 08242018 T 116'8 15" "12 218' 28V T 1'8'8 474 5V4 T T 1 6x8 w3X5 aZX4 r.6X8 12 C D E F ihkasI hkL_ I L K J -1 102X4 04X4 SH0610 aZX4 2Vr 1' T1'12 431 IT 5V4 T1'12 1' T7'12 11'5' 16 21V4 28'8' 11 1 Loading CdWa (pan Wind Cdtwb SrhoW Cdterfa (Pp,P in PSF) DDRICS1 CY110de Maximum Reactions Qbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA CI: NA CAT:NA PP Deflectlon in beUdell L/il Gray Nor Grevity TCDL: 7.00 Speed: 140 mph Pr: NA Ce: NA VERT(LL): 0.320 E 999 360 Lac R• / R- / Rh RW / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.599 E 568 240 B 2230 I- P P 1661 P BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.084 1 - - G 2230 A ti P /661 P EXP., C Kzt NA Des Ld: 37.00 HORZ(R): 0.157 1 - - Mean 15.00 A Wind readioru based an MWFRS NCBCLL: 0.00 Code I Mlec CrfbAa Creep Factor. 2.0 4.2 p TCDL4.2 psi B Brg Width = 8.0 Min Rep a 2.3 Wit 2.0D BCDL: 5.0 psf Bldg Code: FBC 21D17 RES Max TC CSI: 0.998 G BM Width - 8.0 Min Req a 2.3 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 TPI Sid: 2014 Max BC CSI: 0.984 BeaMgs 8 3 G are a rigid surface. Members not listed have throes less than 3751t Spacing: 24.0' C3C Dist a: 3.0011 Rep Fectag Used: No Max Web CSI: 0.601 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwa8. NA FTIRT2D(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpk 0.16 Plate Type(*): Wind Duration: 1.25 WAVE, HS VIEW Vet 17.02.021206.15 B - C 1428 -6 E - F 1430 -884 Lumber C-O 18-5B61 F-G 10 -4896 O - E 1700 -5864 Top card 20 SP SS Dense .T3 2x4 SP f12: Bolchoi 3 SS Dens Webs SP e SP IKi WeMaximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Pudins B - L 4435 -1201 J -1 4485 -1265 In lieu of structural panels or rigid cel ft use purling L - K 4465 -1203 I - G 4454 -1284 to laterally brace dads as follows: K - J 5722 -1699 Chord Spadng(In oc) Stert(11) End(fi) TC 24 7.0D 21.67 BC 61 0.15 20.52 Maximum Web Forces Per Ply (Ibs) Apply pur8ng to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24' OC unless shown otherwise above. C - L 604 -12 E - J 357 - 813 Loading C - K /439 -415 J - F 1577 -467 1 hip supports 7-0.0 Jacks with no webs. K - D 323 -%1 I - F 629 -26 Wind f'/ C' Wind bads and reactions based on MWFRS. •• ' •.... .OP o. 648 • ATE ao27s ONAI 08/ 24/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS g Pfl% 1nr,, pbaaasenddhowrhonmeOppvnse. 7R to8'' aZ' Ibrra above and s ktrdeas notled olhe ALPINE t Iv eaVTPI , e71, " Nmgo pecitywn Drive 6 35 n4! tructureeresppopihslgbiItofuhe6ul'lding Degslg er pefASs SW0 p nror.6rlbrrnatbn a•. Ub a noEe• and Ursa• nn Ya: ALPINE rwr. mm TPI: ww. SBCA rw oom ICC: w r.lonap. Orlando FL. 32821 Job Number: 9=1 Ply: 1 SEON: 756024 / T9 EJAC I Cust: R8704 JRet IWIIS070W002 ANDERSON RESIDENCE -95831 /ANDERSON RESIDENCE I m In later Oy. 1 FROM. PC DrwNo: 238.18.1429.58083 Truss Label: T8 SS8 / OF ow4wie 7' 14' 21'r 28V T re, T '1 li a4X8 1120 c08 12 C D E 28'8' 1' T1'12 6'10-4 T6'4 i T1'12 1' Tt'12 14' 218'4 288' Loading CAt ft (psi) Wind Crlterle TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.0D Enclosure: Closed BCDL: 10.00 Risk Category: It D7DesLd: 3.00esNCBd: EXP: C Krt NA Mean Height:15.00 ft 00 TCDL: 4.2 psi Sofft: 2•OD BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 CdC Dist a: 3.OD R Loa tram endwail: not in 9.00 R GCpk 0.18 Wind Duration: 1.25 Lumber Top tlrord 2x4 SP 82 Bd da 2x4 SP t12 Webs W SP 83 PuA1ns In lieu of structural panels or rigid ceUing use purlins to laterally trace lords as follows: ft) ChardS24 (ln oc) nd(ft 7. 00ft) BC 75 0.15 20.52 Apply pubs to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trinaned Snow CrlteAa (POP in PSF) DeNCSI CAIoAa Pg: NA Ct: NA CAT: NA PP Deflection in lee Udell LM Pt NA Ca: NA VERT(LL): 0.197 D 999 360 Lu: NA Cs: NA VERT(CL): 0.346 D 982 240 Snow Duration: NA HORZ(LL): 0.047 H - - HORZ( TL): 0.058 H - - Code I Mise CrltsAa Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.817 TPI Sid: 2014 Max BC CSI: 0.768 Rep Factors Used: Yes Max Web CSI: 0.376 FT/ RT:20(0)f10(0) Plate Type(s): VIEW Ver. 17.02.02.1208.15 WAVEI /* /,/ : * e3, p P1A1 t VP : at. 0 278 ss/ONAI 08/ 24/2018 fl 1 Maximum Reacdons pbs) Gravity NomGrevIty Loc R+ / R- / Rh / Rw / U / RL B 1138 A P 1610 1244 199 F 1138 P P 1610 1244 P Wind reactions bated on MWFRS B Brg Width a 8.0 Min Raq z 1.5 F Brg Wi t a 8.0 Min Req a 1.5 Bearings B 6 Fare a rigid wAfaoe. Members not listed have forces less Bum 3750 Maximum Top Chad Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 872 -2189 D - E 1119 -26M C - D 1119 -26W E - F WS -2202 Maximum Bat Chad Forces Per Pry ([be) Chords Tens.Comp. Chards Tens. Comp. B - J 1962 -092 1- H 1984 -709 J- 1 196D -699 H-F 1976 -712 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- 1 752 -311 D-1 293 -415 I- E 720 -303 LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS be raddrjngeand on the ilt d CIBU rat re bs shall hav BC 7 or ALPINE NE 7""D~ 0750 For= Drive Suite 305 Onarrao FL, 32621 Job NumbW. st WM I T R RR9ESSIDENCE -SMI )ANDERSON RESIDENCE /Fill In later I Oy: 4 I FROM: 7PC5ti000 / T8 COAANI Dr o: 0238.18.R1 18 Loading Criteria (pd) TCLL: 20.00 TCOL: 7.W BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soft 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP 02 Sot chord 2x4 SP 42 Webs 2(4 SP lint 7'8' 15'4' 7r 7'8' 104C8 15'4' 7'8' re' 1 7'8' 15'4' 1' Wind Criteds Wild Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category. II EXP: C Kzt NA Mean Heigh 15.0011 TCDL: 4.2 pst BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.0011 Loa from endwalt not in 9.00 R GCpt 0.18 Wind Duration: 1.25 Purilns In lieu of structural panels or rigid catibg use purIft to laterally' a P A chords as follows: Chord Spaci g(In oc) Ste M) End(Il) BC 75 0.15 15.19 Apply puffs to any chards above or below fillers at 24.00 unless shown otherwise above. Wind Wind bads based on MWFRS with additional C3C member design. Additional Notes Top Chord overhangs) may be field trimmed. M. any Snow CdWa (Pe Pr in PSF) Pg: NA Cl: NA CAT: NF PF. NA Ce: NA Lu: NA Cc: NA Snow Duration: NA Code / MISC Criteria Bldg Code: FBC 2017 RES TPI SW: 2014 Rap Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DWUCSI Criteria PP Deflection In loc Udee LN VERT(LL): 0.022 F 999 36D VERT(CL): 0.040 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.020 F Creep Factor. 2.0 Max TC CSI: 0.554 Max SC CSI: 0.621 Max Web CSI: 0.129 VIEW Ver. 17.02.02.1208.15 t -o :. MATE OF .•' a0 278 SS ONAI 08/24/2019 CONTRACTORS INCLUDING THE INSTALLERS i 1 Maximum Reactions (Ibs) Gravity Nor.—ItY Loc R+ / R- / Rh / Rw / U / RL B 6W P 6 r$52 1191 1105 D SW /- /- W 1191 P Wind reactions based on MWFRS B Brg Width a 8.0 Min Rep - 1.5 D Brg Width a 8.0 Mir Rep a 1.5 Bearings B 6 D are a rigid surface. Members rol listed have forces less then 37511 Maximum Top Chord Forces Per Fly (lbs) Chords Tens.Comp. Chords Tens. Comp. B - C 387 -925 C - D 368 -025 Maximum Got Chord Forces Per Ply (Iles) Chords Tens.Comp. Chords Tens. Comp, B-F 795 -219 F-D 795 -219 failure to buuiilldAtthe Vr T1ree s'ui®Dlllty ALPINE MMCD vrr 6750 Form Drive Suite 305 Orlando Ft- 32821 Job Number. 86831 Ply. 1 SEON: 756033 / T11 COMN Cust R6704 JRet 1WdW7040002 ANDERSON RESIDENCE -96831 /ANDERSON RESIDENCE /Fill in later Oy. 4 FROM: PC DrwNo. 236 18 1430.04W7 Truss Label: T8 SW / DF 0812402018 T8' 154' T8' re, Loading Criteria (pit) TCLL: 20.0D TCDL: 7.00 BCLL: 0.W BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Sotfd: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP 92 Bot chord 2x4 SP fl2 Webs 2x4 SP M3 Purlins 1114C6 164" 1, re, T8" re" 154' Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 R TCDL: 4.2 pal BCDL: 5.0 psi MWFRS Parallel Dist h to 2h CdC Dist a: 3.00 ft Loc from endwall: not in 9.00 ft GCpi: 0.18 Wend Duration: 1.25 In lieu of strucUual panels or rigid ceiling use purlins to laterally, A r F lords as fdbws: Chord Specing(in oc) SWrt(n) End(ft) BC 75 0,15 15.19 Apply pur8ns to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wend loads based on MWFRS with additional CSC member design. Additional Notes Top Chord overhang(s) may be field trimmed. IMPORTANT" Snow Criteria (Pa Pr in PSF) Pg: NA Ct NA CAT: W K. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2D17 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0y10(0) Plate Type(s): . WAVE as D*=SI Criteria PP Deflection in loc Udefi L/a VERT(LL): 0.022 E 999 360 VERT(CL): 0.040 E 999 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.020 E - Creep Factor. 2.0 Max TC CSI: 0.554 Max BC CSI: 0.626 Max Web CSI: 0.130 VIEW Ver. 17.02.02.1208.15 s3,p .• IA( t yr 0 : iiw ORO ao z7a `' ` sS/ONAI 08/24Ro 18 1 1 A Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 638 6 P 1352 /75 19T D 576 P /- /301 159 P Wind reactions based on MWFRS B Brg Width - 8.0 Min Req - 1.5 D Brg Width - 8.0 Min Req a 1.5 Bearings B d D are a rigid surface. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 375 -925 C - D 39D -925 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 795 -212 E - D 795 -262 failure to build the Wr cTl resulle lllty ALPINE rN"C 6750 Forum Drive Suite 305 Odando FL. 32821 Job Number 95831 Ply: 1 SEON: 756037 / T12 HIPS I Cust• R6704 JRet lWdS87040002 ANDERSON RESIDENCE -95WII /ANDERSON RESIDENCE /Fill in Teter Oy. 1 FROM: PC DrwNo. 238.18.1430.OWV Teas Label: T9 SSB / DF 08/242018 r 8' 15'4" r 1'44"r Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 sawn: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP 82 Sol chord 2x4 SP 02 Webs 2x4 SP 43 PurIIn3 to C6 N4D 15'4" rl"12 ,_ 1'04 r1"12 1 + r1"12 8715'41" 1 Wind Criteria Wad Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: C Krt NA Mean Height: 15.001t TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to hl2 CSC Dist a: 3.00It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.25 In lieu of structural panels or rigid calling use purlins to laterally' a r F lords as ldaws: Chord Spaeing(in oe) Stari(ff) End(n) TC 24 7.00 8.33 BC 75 0.15 15.19 Apply purtins lo any triads above or below fillers at 24' OC unless shown otherwise above. Loading 01 hip supports 7.0.0 jacks with no webs. Left side * ks have 7.00 setback with 040 cent and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0.0 cant and 1-0-0 overhang. Right side jacks have 7.0.0 setback with 040 card and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Py.Pr in PSF) DeNCSI Criteria Maximum Rose one (lbs) Pg: NA Cl: NA CAT: NA PP Deflection In Ioc L/defl L/0 Gravity by Pf: NA Ce: NA VERT(LL): 0.060 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.112 H 999 240 B 1095 /- P P /334 P Snow Duration: NA HORZ(LL): 0.023 G - - E 1095 P P P ram 6 HORZ( TL): 0.042 G - - Wind reactions based on MWFRS Code I Mlsc Criteria Creep Factor. 2.0 B Brg Width - 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.661 E Brg Width - 8.0 Min Req - 1.5 TPI Std: 2014 Max BC CSI: 0.764 Bearings B d E are a rigid swlace. Rep Factors Used: No Max Web CSI: 0.208 Members not listed tune for less then 3750 Maximum Top Chord Forces Per Ply fibs FT/RT:20(Oy10(0) Chords Tens.Comp. Chords Tens. Comp, Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 B - C 6D9 -2D44 D - E 6D9 -2044 C- D 530-1852 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - H 1825 -525 G - E 1825 -525 H - G 1862 -53D Maximum Web Forces Per Ply fibs) Webs Tens.Comp. Webs Tens. Comp. C - H 546 -98 G - D 546 -98 NO 278 SS, ONAIL 08/ 24/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 16; lext{en rhe cats in tatya nal phegMehi I and Refer to erd fglbw tbp hoeetrtomd rw d Ig Build' h. iw1 or buss )anf 0 0 IIras l ! cis ilnlessBCn s 7R er ' any failure to buildthe Vr Area suai6Dillty ALPINENE 6750Forum Drive State 305 Orlando FL. 32821 IJob Number. Wd ANDERSON RESIDENCE 4MI /ANDERSON RESIDENCE /Fill in later I Oty: 10 I FROM: PC58040 / T17 JACK I SSB• oR O 18Ret l11170e0= Truss Label: CJ7 Loading Criteria (psi) TCLL: 20.0D TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #2 Bot chord 20 SP 02 41 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Encbwre: Closed Risk Category:11 EXP: C Kst NA Mean Heigh 15.00 it TCDL: 4.2 psi BCDL: 5.0 psl MWFRS Parallel Dist: 0 to 1112 C&C Dist a: 3.00 tt Loc. from endwall: Any GCpI: 0.18 Wind Duration: 1.25 Purling In 8eu of structural panels or rigid calling use purths to laterally brace clads as follows: Chad Spacing(in oc) StartM) End(f ) BC 9 0.15 0.91 Apply purling to any lords above or below fillers at 24' OC unless shown olmwise above. Wind Wind bads based on MWFRS with additional C&C member design. C 2X4(A1 T) 1, 10"15 10"15 Snow Criteria (Pp,Pt In PSF) DOWCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lac Udell Up Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.000 D - HORZ( L): 0.000 O - Code I MIsc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.175 TPI Std: 2014 Max BC CSI: 0.022 Rep Fedora Used: Yes Max Web CSI: 0.000 FT/RT:20(0y10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02.1200.15 Additional Notes Top Chad overhang(s) may be field trimmed. Provide (2) 16d oommon(0.167k3.5") toenails at top chord. Provide (2) 16d commau(0.162')0.5") too -nails at bottom chord. ALL as 4 O*• Alt VI"•: • L, V 7.c '•.C OR OP' C•• 0 278 ss NALI 09/24/2018 11 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ I R- I Rh / RW / U / RL B 150 P A 1115 162 *9 D 12 1-3 P 112 !7 P C 16 /-20 P /23 125 /- Wind reactions based on MWFRS B Brg Width - 8.0 Min Req = 1.5 D Brg Width - 1.5 Min Req = - C Brg Wi fth - 1.5 Min Req - - Bearing B is a rigid surface. Membela not toted have forces less than 3750 INCLUDING THE INSTALLERS Refer alnad ffpinbwtre And C1,IIBuild' uce I shgathfng ant iwttnpe efi 18v e us u Mess no e ott10f 1S 1R w e anyy ""deviation from this d failure to build the ru _Gf tru A seal on I or er n bg l ly go(ely_fo,gs n.'ie gu>mty A IPLNE 6750 Forum Drive Suite =5 Orlando FL. 32821 A DERSON RESIDENCE-95831)ANDERSON RESIDENCE /Fdl in later h: 10 I FROM. PC / T18 JACK I DrwNo: D 18.14 .157:77040002 Truss Label: CJ3 T, 12 C 1, 2'10"15 2'10"15 Loading Criteria (pad Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.W Speed: 140 mph BCLL: 0.W Enclosure: Closed BCDL: 10.W Risk Category: II EXP: C Kzt NA D37. DesLd: 00 esd:: Mean Height: I S.W R 10. W NCBTCDL: 4.2 psi Soffit 2•00 BCDL: 5.0 pst Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 CdC Dist a: 3.W R Loc. from endwall: Any GCpI: 0.18 Wind Duration: 1.25 Lumber Top chord bO SP 02 Bot Chad 2x4 SP 02 Puriins In lieu of structural panels or rigid ceiling use puAlns to laterally' aee chords as follows: Chad Specing(m oc) Stari(R) End(R) Sc 33 0.15 2.91 Apply pufts to any dads above or below filler; at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (ftPr in Psn De111CS1 Criteria Pg: NA Ct: NA CAT: NA PP Delbdion in loc Udell L/8 Pt: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ( TL): 0.002 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.180 TPI Std: 2014 Meet SC CSI: 0.091 Rep Factors Used: Yes Mans Web CSI: 0.1100 FT/ RT:20(0y10(0) Plate Type(*): WAVE VIEW Ver. 17.02.02.1208.15 Additional Notes Top Chord overhmg(s) may be field trimmed. Provide ( 2) 16d common(0.I62 x3.5')toe- nails at top chord. Provide ( 2)16d c mumon(0.16M.5'too-neib at bottom chord. W a3, p :• YAI r- ssipEN N0 27s NA 08/24/ 2018 n 0 SD n cD Maximum Reactions ( Ibs) Gravity N— Grevlty lot R+ / R- / Rh / Rw / U / RL B 189 P P 1129 151 163 C 69 P P 131 /41 P Wind reactions bayed on MWFRS B Erg Width a 8.0 Min Req a 1.5 D Brg Width a 1.5 Men Req - - C Brg Width -1.5 Min Req - - Sewing B is a rigid surhm. Members not listed have fa less than 3756 o—IMPORTANT- FURNISHTHISDRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS S gy Imomhatbnlobty_ TTI ernsthaal eral m1 at deed" stnrdJeFal gar3b IDner Iseltgil rn of Cd I Building id1. Unless noted otheraacel t buss and positanas shwm above and on theb o tgalls. upnoleRsosmntrte0 etherwise. RPpeterato( calling. se foitatwebsshallhay51@IledDC 7 or 1 . 6M0aA-Z'Ibfslanhgdge rlNddSlnpnlata posHbnS. g mach ppnp gbe sta for p swap e 1dh r ov Irn lg4ea ace nce _ 2-i 1 . shel['gnglnereArne 1 esbp nalblli solely forafl oenEli-%— laTTe aul>b ALPINE NE mm.m.. m6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number ANDERSON RESIIDENCE -9W1 /ANDERSON RESIDENCE /Fill in later I Oy 10 I FROM: SBOA6 / T15 JACK I C oR D 16R Z;040002 Truss Label: CJ5 T Ci 1, I 4'10"15 _l r 4'10"15 Loading CdWb (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category:11 EXP: C Kzr NA Mean Height: 15.0011 BCDL: .2 psf Snow Criteria (P%pt in PSF) Pg: NA Ct: NA CAT: NA Pl: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit:52WBCDL:.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to ti/2 TPI Sid: 2014 Spacing: 24.0 C&C Dist a: 3.00 fl Rep Factors Used: Yes Loa from endwall: not in 4.50It FT/RT:20(Oy10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.25 WAVE Lumber Top chord 20 SP 02 Sot Chord 2x4 SP 02 Purilne In lieu of structural panels or rlgld ceiling use purlins to tatrelly brace cl a s es follows: Chord Spedng(on oc) Stari(I) End(fi) BC 57 0.15 4.91 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C3C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Provide (2)16d common(0.162 x3.5") toenails at lop chord. AProvide (2) 16d common(0.162')3.57 loe-nails at bottom chord. rA D& ICSI Crfterla Maximum Reactions Ube) PP Deflection in loc Udell UO Graft Nor Grevky VERT(LL): NA Loc R• / R- / Rh / Rw / U / RL VERT(CL): NA B 258 P /- 1169 163 197 HORZ(LL): 0.OD6 D - D 87 P P 148 P P HORZ(TL):0.011 D - C 119 P P 162 176 P Creep Factor. 2.0 Wind reactions based an MWFRS Max TC CSI: 0.356 B Brg Width = 8.0 Min Req - 1.5 Max BC CSI: 0.234 D SM Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Membels not listed have forces less than 3750 VIEW Ver. 17.02.02.1208.15 e3,p JwIAIt: yr ,: ,Qr 0 see a0 278 sS 0NAL 08/24/2018 rI" IMPORTANT" FURNISH THIS DDndARiAntobWING TO ALL CONpgTTRRACbTpreOr fRdS INhCoLUUeDIIeNG THE INSTTeArL9LERS a. Ugn L t ed f shown tuop m ensth l lMrnr attach ed' alls ctdfal shg s. Iimless n I orAe. Aoory plats to earn late of truss and oosdion as slwvmOf v e Shand on e failure to build the l or cover pe n. The au blllty any ALPINENE MMGN~ 6750 Forum Dive Suite 305 Orlando FL, 32821 IJob Number st A DERSON RESIDENCE -95831 /ANDERSON RESIDENCE /FBI In taW I Oly: 11 I FROM: PC 8 / T/8 FJAC I Drw oR U 78 1040002TrussLabel: EJ7 r 12 5 i+1 i+> B A D 1. 7, 7- Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II D37.00 DesLd: esd:: EXP: C Kzt NA Mean Height' 15.00II 10. 00 TCDL: 4.2 psi Soffit 2•00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Sparing: 24.0' C&C Dist a: 3.00 ft Lot from endwall: not in 4.50It GCI* 0.18 Wind Duration: 1.25 Lumber Top chord 20 SP 02 Sot chord 20 SP 02 Purilns In Ueu of structural panels or rigid ceiling use puriine to laterally brace chords as follows: Chord Sparing(tn oc) Start(f) End(ft) BC 75 0.15 7.00 Apply purfms to any chords above or below fillers at 24' OC unless shown othervrise above. Wind Wind loads based on MWFRS With additional C&C member design. Snow Criteria (ftPf In PSF) DaWCS1 Criteria Pg: NA CL NA CAT: NA PP Deflection In loc Udell LNt P: NA Ce: NA VERT(I-Q: NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.017 D HORZ( TL): 0.032 D Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.675 TPI Std: 2014 Max BC CSI: 0.493 Rep Factors Used: Yea Max Web CSI: 0.000 FTI1RT: 20(0yl0(0) Plate Type(s): VIEW Ver. 17.02.02.1208.15 WAVEAdditional Notes Top Chord overhang(s) may be field trimmed. Provide ( 2) 16d common(o.16M.S')too-nails at top chord. Provide ( 2) 16d common(0.16M.5'tco- rails at boltom chord. VATE OF 0 27s SS ONAI 08/ 24/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any Maximum Reactions fibs) Gravity Non -Gravity Loc R+ / R- / Rh / RW / U / RL B 334 P N 1213 /78 1133 D 126 /- P /71 6 P C 172 P P 192 Mll P Wind readbr s based on MWFRS B Brg Width = 8.0 Min Req - 1.5 D Brg Width - 1.5 Min Req - - C Brg Width - 1.5 Min Raq - - Bearing B Is a rigid surface. Members not listed have farces less than 3750 failure to buildthe ir. orcover' IMbllltyThe su1,1116111., ALPINE wm. o7won 6750 Forum Drive Suite 305 Orlando FL. 3MI Job Number: s6831 I Ply: 1 I SEON: 758052 / TO MONOI Cust R0704 JRek 1WdW7040002 ANDERSON RESIDENCE 488831 /ANDERSON RESIDENCE /Fill in later Oty 4 FROM: PC Drwrlo 238181430.20573 Truss Label: EJ7A SSB / OF 08124r2018 1112X4 12t5p m t NIDEl+! ( OlQ B AC4 Sir 8'8' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,pi in PSF) Defl/CSI Criteria TCLL: 20.OD Wind Sid: ASCE 7-10 Pg: NA CI: NA CAT: NA PP Deflection in loc L/dO L/0 TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): NA SCLU 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.013 D - - Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.024 D - - Code/ Mix CriteriaNCBCLL: 10.00 Mean Height: 15.00 it TCDL: .2 psf Creep Factor. 2.0 Soffit:52WBCDL:.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 Load Duration: 1.25 MWFRS Parallel Dist:11/2 to h TPI Sid: 2014 Max SC CSI: 0.438 Spacing: 24.0 C&C Dist a: 3.W it Rep Factors Used: Yes Max Web CSI: 0.269 Loc. from endwall: not in 4.50 it FT/RT:20(0y10(0) GCpt 0.18 Plate Type(s): VIEW Ver. 17.02.02.1208.15WindDuration: 1.25 WAVE Lumber Top chord 2x4 SP #2 Sot Chord 2x4 SP 92 Webs 2x4 SP 03 Purilrw In Ueu of structural panels or rigid ceiling use puriins to laterally brace Chords as follows: Chord Spacing(in oc) Stert(D) End(ff) Sc 75 0.15 6.67 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional CRC member design. Right end vertical not exposed to wind pressure. Additional Notes Top Chord overhangs) may be field trimmed. IMPORTANT" 11'.0% FATE OF 00 yam, ss t10 278 AL 08/24/2018 Maximum Rengons (Ibs) Gravity NW"GraVfty Lac R+ / R- / Rh / Rw / U / RL B 322 P P ROS 175 1127 E 245 P P 1155 193 P Wind reactions based on MWFRS B Brg Width - 8.0 Min Req - 1.5 E Brg Width = 8.0 Mir Req - 1.5 Bearings B d E are a rigid surface. Members not listed have forces less than 375# ILL CONTRACTORS INCLUDING THE INSTALLERS n rq g gaolodroel'f"ch ' thebracjng. Refer se end follow is gaud toam s 411 u' °ila aa i a ove arrlld own t el shebta:d sG ns 3 7ed othiFv. Ref. to' ALPINE to bi ithto lire"'1 uliedib r gn oran9sp sw-rsr Itn ANSS c, or r°h': suImty e F t>,Iwfailure tobuildthe "" m...», aT II soles for n LPINE: ww.&Vftltw mm: TPI: ww.h*M M. SBCA www.sbcVdhnbY can: =: wr Ibcwk.ag Onarvlo FL, 32821 Job Number. CusI.R ANDERSON REESIDENCE -95831 /ANDERSON RESIDENCE /Fdl in later I Oly: 4 I FROM: PC / 719 HIP- I Drw o DF 16 I30 1a 0002 Truss Label: HJ7 SS8 5'6"2 5'6"2 9'10"1 4'3"15 C 12 3.54 2X4 C 0 B N Nf 33 A E Loading Criteria (pit) TCLL: 20.00 TCDL: 7.W BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCSCLL: 0.00 Sawa: 2.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #2 Bol chord 2x4 SP 02 Webs 2x4 SP 03 Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Rbk Category.11 EXP: C Krt NA Mean Height: IS.0011 TCDL: 4.2 psl BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fl Loc. from endwall: NA GCPI: 0.18 Wind Duration: 1.25 Purlins In Ueu of structural panels or rigid calling use purlins to latemiy brace chords as follows: Chord Spad V(in oc) SWgft) Erd(ft) BC 75 0.15 9.59 Apply purlins to arty Moms above orbelow fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 6-11.8 setbeck Jacks with no webs. Wind Wind bads and reactions based on MWFRS. 97" 2 ;"115 97" 2 0"1 Snow Criteria (Pg p in PSF) Pg: NA Cl: NA CAT: W Pl. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: No FT1RT: 2D(0y10(0) Plate Type(*): WAVE Additional Notes Provide ( 2) 16d common(0.16Z x3.57 toe -tails al top Moro. Provide ( 3) 16d common(0.16M.5'too-nails at bottom Moro. IMPORTANT" FURNISH THIS DRAWING TO any Del1/ CS1 Criteria PP Deflection In be Ude11 L/M VERT( LL): 0.026 E 999 360 VERT( CL): 0.048 E 999 240 HORZ( U-): 0.008 E - - HORZ( Il): 0.015 E Creep Factor: 2.0 Max TC CSI: 0.637 Max SC CSI: 0.700 Max Web CSI: 0.317 VIEW Ver. 17.02.02.1208.15 s, :• YAM yr .,44r 08/ 24Ro 18 Maximum Reactions (Ibs) Gravity No Gnlvily Loc R+ / R- / Rh / Rw / U / RL B 315 A A /- /99 P E 376 P P A 148 P D 207 P /- P /120 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req - 1.5 E Beg Width - 1.5 Min Rep - - D Brg Width -1.5 Min Req - - Bearing B is a rigid surleoe. Members not listed have lorees less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 305 -60 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - E 631 - 26D Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 301 -679 failure to buildthe 7n sust® DilkyALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number. 98831 Ply: 1 SEON: 75MI / T10 HIP_ Cust R6704 JRet 1WdS87040002 ANDERSON RESIDENCE •96831 /ANDERSON RESIDENCE /Fit in taw Oty: 1 FROM: PC DrwNo• 238.18.1430.28660 Truss Label: HJ7A SSB / DF 08124MOIS ST1 9'4"6 5T1 375 Jy3 Loading Criteria (pit) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II ti37.00 EXP: C KZ[ NA Des Ld: esd:: 0. 00 Mean Height: I S.00 III NCBTCDL: 4.2 pat Soifd: 2.W BCDL: 5.0 psl Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0C&C Dist a: 3.0011 Loc. from endwall: NA GCpi: 0. 18 Wind Duration: 1.25 Lumber Top chord 2x4 SP 92 Bat chord 2x4 SP 02 Webs 2x4 SP 03 Purilns In lieu of structural panels or rigid ceiling use p Ah3 to laterally orate chords as follows: Chad Spacng( inoc) Start(n) End(m SC 75 0.15 9.37 Apply purlins to any dyads above or below fillers at 24' OC unless shown otherwise above. Loading Hipjack supports 6-7-8 setback Jacks with no webs. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. IMPORTANT" m2X4 D 9' 4" 8 94'6 9'4" 6 Snow Criteria ( ftPr In PSF) DeWSI Criteria Maximum Reacllons (Ibs) Pg: NA CI: NA CAT: NA PP Deflection In loc Udell LAP Gravity Eby PI: NA Ce: NA VERT(LL): 0.024 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.045 E 999 240 B 296 p /- P 192 h Snow Duration: NA HORZ(LL): 0.008 E - - F 519 6 P P 1151 P HORZ(TL): 0.014 E - Wind reaction based on MWFRS Code I Mlsc Criteria Creep Factor 2.0 B Brg Width - 11.3 Min Req - 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.524 F Brg Wldlh = 10.6 Min Req - 1.5 TPI Sid: 2014 Max SC CSI: 0,595 Bearings B d F are a rigid surface. Rep Factors Used: No Max Web CSI: 0.202 Members not listed have totes less than 3750 FT/RT: 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tena. Comp. Plate Type( s): WAVE VIEW Ver. 17.02.02.1208.15 B - C 260 -5% 9p••F OR pP..•`ak, 6 NO 278 ` s`r ONAI 08/24/ 2018 as snuwn above ano on to Maximum But Chord Forces Per Ply (Ibs) Chords Tens. Comp. B-E 5W -238 Maximum Web Forces Per Ply (Ibs) Webs Tens. Cornp. C - E 262 -585 of failure to build the ALPINE Mmrmiwwr 6750 Forum Drive Sufis 305 Orlando FL, 32021 AE sere• m cTT3 c3_c3_ rr _ v —(03 CJ1 r L/ CA $ cnu JCJ3 e1 CJ51 PLCA --CJS I 71 RECORD COPY 1 City of Sanford Building and Fire Prevention Product Approval Specification Form Pemnit # FORD Project Location Address, 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.floridabuildinct.org. The following Information must be available on the jobsite for Inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Descri lion Florida Approval # include decimal 1. Exterior Doors Swinging Sliding= Sectional Roll Up l st4 Automatic Other 2. Windows Single Hun VI} 4104. Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufadurer Product Descd Lion Florida Approval # indudi decimal 3. Panel Walls Siding Soffits L, M9 . Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite - Panels Other 4. Routing Products Asphalt Shingles t lot IZQ O Underlavrnents i n 101p ( • {1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles a Roofin-q tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing'Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other r June 2014 m Category/Subcategory Manufacturer Product Dews lion Florida Approval # mdude deamal S. Shutters Acoordion Bahama Colonial Rog u Equipment Other 6. Skylights Skylights Other 7. Sbvctural Components Wood Conrmctm / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete AdmmWms Precast Lintels Insulation Forms Plastics Dedc / Roof Wag Prefab Sheds Other S. New Extedor Envelope Products N Applicant's Signature Applicants Name Please Print) Jum 2014 NOTICE OF PRODUCT CERTIFICATION Company: M asDnite International Corporation Certification No.: N1013747-Rl 1955 Powis Road Certification Date: 06108/2017 West Chicago, IL 60185 Expiration Date 06/30I2021 Revision Date 04/13/2018 W Product: Wood -Edge Steel Opaque I nswing or OutawingDoor w/Non-Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS201/207/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: InsulatingGlass (Tempered) The' Notioeof Product Certification' isonly valid if the NAM I Certification Label has been applied to the product as described within thisdocument. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM I'cr_wtified Prrxturf l idinn of vAvw Namiewtifirafinn rrrn NAM 1'erertifirsd im Prmram i it ammarlifeA by Tho A mmir n Nat innnl CfonrlxA¢I netih do 1ANC11 Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& OutsNing Opaque Sze Pressure Pressure Rated Comments X Its Opaque TV x eir 70470 0.0Pd Yes ATLNC 1001.01-13 Single M.d"M PVW Sa 77 x Br Arxlrer Ddal DWGMA-FL0211-17 X US Opaque 70' x VT 701-70 3.0psf' Yes ATLNC1001.01.13W1e57 Single 4.5 psi - Madmm F61d Sae 77 x 6r 7. 50 An&W DealsOWGMA-FL0211-17 xx Its Opaque e0' x err 55/-56 0psi Yes NCTL-210.2e3u1 Dotmle Madm" Ia,d am 77 x er Anda DdaIsDW"A-FLG211.1T xX 01S Opaque e0' x err 56t-56 3.0psf' Yes NCTL-210-2530.1 Dot 4.5 psi Madrrun PwW Sze 77 x er 7. 50 pd Ardwr DddI3,DWGa4A-FL0211-17 XO/ OX Its Opaque Door e0' x e6' 55/-55 0p9 Door -Yes NCTL-210-2930.1 9nglew/ 9ddite Glazed Siddite 3delite-No Mama^ rid am 3 W x ec iaddite 70' x WO Anrlra Dddls. MA-FLO211.17 xaox US Opaque Door e'0' x e9' 55455 3.0psi' Door -Yes NCTL-210.%M1 9nglew/ SidAite Glazed Siddite 4.5 psi ' Stddite-No Mwimn P" Sze 77 x ea' /addita 70* x Or 7. 50 psi An& a Dda1l0WG-MA-FL0211.17 OXO Its Opaque Door 50' x err 551-55 0psi Door -Yes NCTL-210.2930.1 Single w/9tfsiites Gland $ddite SldditC4No Madmen F9x1 Sze Vr x VW /addita 70'x 0'S Arda DddI9-0WCaMA-FL0211-17 OXO O/S Opaque Door 97x er 55455 3.0psf' Door -Yes NCTL-210-2t100.1 Singlew/ Siddites Glazed Siddite 4.5 psi' Sdeliteallo Madmen Fad Sm 77 x Or /addite 77 x 6r 7. 50 Andre Oda1*DWGMA-FL0211-17 OXXo Its Opaque Door 174' x 6rW 561-55 0psi Door -Yes NM-2104MI Doudew/ Siddites Glazed Sidelite Sldditee-No Madmen Aa d Sze 77 x 6r /Sddrtd 77 x err Arrdo Dddl>DWC MA-FL0211.17 OXXO US Opaque Door 174' x e9' 551-55 3.0p9' Door -Yes NCTL-210.2sio-1 Doutilew/ Sidditetf Glazed Siddite 4.5 psi' Slddites-No Madmen Fad Sze 77 x Or /addite 77 x Or 7. 50 psi Aida DeWIaDWD MA-FL0211-17 v nmwnrpwvwwnprnreaae z-uv=wzwreumannprnreeraa 3-HI-pan Vw5mtrlp 7 nrOFOO 4-Ro T4 Tnre d SMP OWSWIng Trwwwd National Accreditation 8, Management Institute; I nc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 14 22513 • to Ill MASONITC WOOD EDGE STEEL DOOR UNIT 8••8' DOUBLE DOOR WITH / WRHOUT SIDELITES Gomm mss 1. EVMAIWUM RCR USE N LCCATK rIS ADHERING TO THE RDIDDA DIIUOM CODE AND WHM PRESSIAL REOUNUdE R3 AS DL700oED or AsEZ 7. mium m WADSADS rom DYIDRRS AND own SRtUCRIRS. DOES opi Ex= THE om9 (PIR33URES um. L OPPAN[LD, DU7 6lIRBREWREpW41AiEpSONDNCRM67. WHEN WALLED IN THE WMD-DMId DEM6 REC OM ORCLUDmp THE NOH MWrY H MCA E CONE HURRICANEPRDIECIMSVSIEWBHERREOLIEDON 2V" PANELS OR PANELS rTN ImPACI OIASA DUI B RCWRR[D ON PANELS UxIN NDN-RpIDt C& POLVUUR7NAIE cm nAmr sPREM sea or So AND smog¢ DEVELOPED POD or M PER ASM EDP S. PIASrlC3 IES100. TEST D[SCRIPIION DE316NAIOW LITE FRAME HCWMN i[mP I ISTM 01970 D.z'r > oSo 'r RAT: or &Romp I ASIm MD73 1.7D N HUM SWXE DENSITY ASIW M3 70.zt I06UQiI "rTW ASM on]D I.D; oDf ODUPAM7NE MWMI WIN" Aript WEATERop ADD HOURS xD44 AMC IE7110D I lro" wx oHv a mAa am 21 • AUIf 36.375' wAx. D. L.o. PANEL MOT/ r 37.5- LWf. W/ASTRAGAL I niAmr R7o7N e o o LEi o 00 00 100 00 00 00 00 00 00 00DD 00; .00 00. DD 00 DD 00, 00 DD *00 DD DD DD M= DOOR UNIT DOUBLE DOOR UNIT SRIX( DOOR UNT SMCLC DOOR UMr SOLE DOOR uer r/<girl rtrU mlmr DOOR Hurt w/xgHrinme t:.•ni. t"I"E", ii.E Y'_*.^.t H1 i•i•t'47:1:t.7£f6' 1ii.7 I•Tt'E n.=.7 7 iE<1:J::HI7.7 11A-]QL37 I I 1E]LZIQLS 1 ta':d 7':.I 7Q:iL'7•lQ:I1:•d•1:I1_Il 11C-:S7 Ti t•Tom' s't•) Q 1 SS 7 es-fi'7 5'l t(}i.x.1'1'a1 Q:d1Qa I>b' L' Q-fll al afi7•[x.7 Di 1 Qi1L1:I 1Q:a•)Q:a Q:I1-:•d•:1 J t'S{'] Q S'1 x•1 7 SJ SS'1 i•S d`''l1Q:Z1Lf_3i-'x 1©© t . r: r. s a iII Q 5 1 4UL l i l x • 7 J Qi l lei duiI1Q: d 7 df_ 1i 'J J J Ababoo r EW.R J it d-4—Y KUR7BALTMZOR rLORM P. C. 136W 8 x 2' 8 r 2' 0 DETAIL 'D- e'SEE OVAL 3 SDE1Aa ` 3\ 3• ¢ 6• [ 1 1 31 I 11 1 e• e• e• I e• 3• e D O 9 e• 3- e s• e• I — k l 7 3' 3• 3 e' SEE OPAL T 10 x 5/8' 10 x 5/8' 10 x 2-1/2• /10 x 1' 10 x 1' 10 x 5/8 DETAIL ' C' To o Q V) Ci Ix tur.,) U 5L[ DEUL W sa D(GA e k Ia I iQ e xx 2' 1 DETAIL ' E• ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. J. o.ui 1 1. 37V T 1• T INSWING THRESHOLD BUMPER O/S THRESHOLD 14 O/S THRESHOLD 1 T T 7- SERIES O/S THRESHOL HIGH DAM O/S THRESHOLD HP O L/STHRESHOD ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD h INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375' THROW DETAIL F' ASIRAGAL xw xa. oAoa. S s TYPICAL GLAZING DETAIL NON - IMPACT CLASS na rew kR SCE DETAL C- W. 2 A n a• e• L 3' It r' ' 31 SS D eSEE MAIL I, SNf. i G ^ 1 I G 1 H I I I 6 e 3. 3 e• 3 3 a• e• Dn-.Dr —.—nr ATTACHMENT_ DETAIL yi• 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED. SIGNED AND SEALED BY ROBERTO LOADS. PE FLORIDA 162514) WITH THE LOWEST (LEAST) CL _ FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSJAMB. IDEREDFORUSE. HEAD. AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 810 WOOD SCREWS OR 1/4- TAPCONS. A PHYSICAL TYPICAL MASONRY SHIMMUSTBEPLACEDINSHIMSPACEATEACHANCHORANCHORINSTALLATIONLOCATION. TAPCON EDGE DISTANCE MIN 2-1/2-. WOOD SCREW EDGE DISTANCE MIN 3/4. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM I.e ANSI/ AF&PA NDA FOR SOUTHERN PINE LUMBER AND A CHEIVEMENT OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SNir MINIMUM EMBEDMENT OF 1-1/4-. Ct 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LEIS TYPICAL WOOD BUCK ANCHOR INSTALLATION 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2- CENTERUNE. 2. 4' % 4' FULL MORTISE BUTT HINGES. 1- 4a Wlwlll FW /lqu wow SGIAEw 3• AND 77OC END 4• FROM A1PCOC'D a COMBINATION BOXED) CMUUONn(BOXON E0D D 3_ Iov"r wvACENDAmbA`ow f- W ow INTEGRAL WOOD MUUON ( CHS) 1 I)I J MASONITC WOOD -EDGE STEEL DOOR UNIT V-r DOUBLE DOOR WR}I /WRNOIIr SIDELITES GERM, I. EVAUNTO MR USE H t=710NS ADNDaD 7O TS r70RIG WILOM CM 40 MOIL PP=UM DC,W LQ,W MR EUWMS N1D OTQR7• YSn1UC11Rm. No NOT NO M ON"& PRSSURD L9 L NURRrAPrE PRO .. ! SMUrfV2 a "M GOURD aNOPA012PANELS, aJr 6 ON DIAiD SDMQ 3. WNW 06 AUW PsTQ MID-60W DEBUG UEGON. D W W 7NL N W VEIDdn Moo., IONI (1M E) N p"Wf*pa PPANELS00PMffHSWCr6aaWa ROONURR ONPANELS WRN NON-41PAV am 4. POL7Wmwa GORE rlAK SPrZ* WM Or DO AND SWKE 0CWACPW 040 OF W PER ASN EM. a PLASM 161M1: OOMPARA7NE WCU SntM? H 07M KATOIDD 4WD NOW" XDON MC MOM I 149• as ow u nm mn, 2D MAX 30. 375• MAX. O.LO. PANEL W10TN 37.5• MAX. w/ASM4CAL r IRwE WID7N R 1 k 00 00 11 11 11 ILI 111 1Moo In II,III 1•n•1-7, w ate thi C:-,?r•1•t'r17:7:c.7 f4',;ra.7 71a"a[1••^W.7 lE a:J'I,.;3.7 lS:]Q13'7Q1 L1 Qli•1QL•S'l SJ6:•I.1 i'I Q'_ I'7Q:'Z'l I l-' • x • 7 _3'1:5'i 37C-: Z 1 Q S7 S•l SS7 3i J i'I7-. •I.7 Q_'•1 7d'''3'7 d):d'7 'J IL' t•Ff'f'l. f kl QSS7 S 7 Q-I1-i •1 7 C}:.I.1': • I.7 Q'S7Q' I) Q-_I7:S•7 :IL>• J i 1 S7 S'7 l il©ii'7 i'E•l d'''Z7Q:•d'l Q:'37-'•I.7©l t.}•rr. x•1 i•1C tx•1 7 a:•x•1d:•x•1 Q:d•7C_•1.7t>;A1:b1.7 efdPLelw R Y it HURT aALTNACOR 71LROx P. L 765. 7.7 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SE (CI•IUN 11805 SW 26 Street, Room 208 DF.PAIUMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIN15' rRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEI''I' A.NCE (NOA) _www.minmidnde.eov/economy PGT Industries, Inc. 1070 ' 1'echnology Drive, North Venice, Fl. 3427. 5 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. 'fhe documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets I through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P. C., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE Iv1PAC1' RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfi)rmance of this product. TERATINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA 1115-1210.02 and consists of this page I, and evidence pages E-1 &. E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, Y.E. MIAM•DADE COUNTY NOA No. 17-0420.07 I I Expiration Date: April 21, 2021 Approval Dale: September 28, 2017 Page 1 251.q Q30 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVTAENCE SUI3M1-rED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted tinder NOA No. 11-0107.09) 2. Drawing No. SCD-5470, titled "Vinyl Sliding Glass Door NOA (Nl)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. 'rest report on l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressurc Tcst, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration "Testing Lab, Inc., Test Report No. FTL 6637 (samples A -I thru A-5), dated 1 1/19/10, signed and sealed by Jorge A. Causo, P. E. S'ttbmitted ttndcrNOA No.11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per'1'AS 201/203-94, issued by Fenestration 'resting Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. Submitted tin der NOA No. 11-0107.04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and scaled by ldalmis Ortega, P. E. Submitted under NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Tab, Inc., dated 1 1 /06/15, revised on 01/04/16 and 02/11/16, signed and sealed by ldalmis Ortega,11. E. Submitted under NOA No. 15-1210. 01) 5. Additional test report No. FTL 8547 issued by Fenestration'resting Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by ldalmis Ortega, P. E. Submitted under NOA No. 15-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02111/16, signed and scaled by ldalmis Ortega, P. E. Submitted under AM No. 15-1210.01) 7. Additional test report No. I+ 1'L 8549 issued by Fenestration Testing Tab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and scaled by ldalmis Ortega, P. E. Submitted under NOA No. 15-1210.01) 8. Additional test report No. F''L 8552 issued by Fenestration "resting Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. Vubmitled under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with IBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. Submitted tinder NOA No. 15-1210.02) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 Ib - 1 PGT Industries. Inc. NOTICE, ON ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTMS-1300-02, -04 & -09. 1). QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTWICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/ 19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to F.,NHRGI Fenestration Solutions USA, Inc. lbr their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENE•RGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTMS-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. Submitted under NOA No. I1-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-61h Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to 110T Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.1.", approved on 03/0316 and expiring on 04/21/21. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: Septen bcr 28, 2017 E-2 EXAMPLE: — — Q PANEL 7TRACR STRAIGHT CONFIGURATION-PNDOC N1MNDaVmRCdOCD ,•ADwaQ Im r rDRERORMOUNTPOCKET. AO' X W MOM. PANELS, owrtiDP,.oOmA 1 • 11-_ eDnFAK OF II- ax "am OF p"FAL= LAMDHATED,OOIADNO. ANCHOR GROW AIN WOOD SUBSTRATE. 1 TTOF PAND, I I 7 1 AVAUt PROJECT DESIGN PRESSURE REOURLD: M02N-60,0 PSF T . n f toEEtu J r NQa c wL IaEnu vnu,DL tFEEtU - Knu T. P stAuwilD,la HEAD ANCHORAGE DETAILS gwtlwn ua a'M,Dlaa wr PXXX (3TRACK) K AOOFD UJOD R F - AuolT,E IfADOR au PA A laT1Ct FOQntwn, aAMHOQ,, RLIRaW NIFIIbR 1j' QMRIOIC OF F>:MIEIVC 17XNOURODO•NO,Ii IOIIFAK MIFHTDD, r0/ wrnMoa 0 m 110N 1 a OF ARNIM 1 I O)Y00I A'M1LL.1 Dmf A ETA 1 - NrJO11M:. J / ••T,VOU MF.J -~.\ / -°.'.l F._ oaFn.C, awlotJ ace,,,v D.sT„JJ/ t R¢ f„ OQ111 RADA,A)OAlly rwr. M• F11mmo nFMIDTIDJN. PDF,A,•AQD wA wnmm o w 13179 utw SILL ANCHORAGE DETAILS of CYll REOUIREe 6.THROUGH PXXX ( 3TRACK) PRODUCT REVISED 1) IQOYYWO THE PRDDUCIZ! REOUBEAAENfB. SCAN TIIR00011 TABLES t i 2 FOR A DESCH PRESSURE THAT MEETS OR EXCEEDS THE REOUAREMEM OF EAAAip NL2FS0.S AT A HOM. PANEL SIM OF Ar NO WJ X 0r. FROM TABLE 1. SHEET 7, THE EPANEL A40R EXCEPTION: NOAaIw 17-0A20. 07 DESIGN PRESSURE IS • OW-00 WHICH EXCEEDS THE PROJECT DESIGN e.Ar.u aw OiQ17l02/ PRESSURERECJBEMENTS. au,o M, cuv w roK QC0,1[ Y FOR WOOD INSTALLATION USING ANY K'2 ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SNOWS ANCHOR REQUIREMENTS OF: - 21ANCHOR LOCATION DETAILS. CAN BE FOUND ON: w7. HEAD(CLUSTER ANCIORSISHEET ItFOR THE 'W'CLUSTERANCHORS AT-w,HAAMeDFDONwOa ram' THE IMERROCVASTRAML FOR SILL(61HOWN) AND HEAD. ANCHORS AT THE AIO,O„ HEAD IIMERYEOIATE ANdORSI SHEET 12 FOR THE 12 ANCHORS AT THE MIDPOINT OF ENO PANELS ARE ONLY REOUIRED IF THE MUDSPAN OF EACH PANEL O.C. DISTANCE TO THE REM ANCHOR CLUSTER IS OVER P IOOK JAMB BILL.CLUSTER AHCIORSI SLEET I I FOR THE 'Cr CLUSTER ANCHORS AT 254T.OTIERWISE ANCHORS ARE NOT REOUI ED AS ANCHORAGE ANCHORAGE THE INTERLOC(ASTRAGAL PER THE FIOUREABOVE ,, t;.•..••••.•.•... BILL (INTEOMDULTE ANCIORSI SHEET 11 FOR THE'.2 ANCHORS AT THE aX 4 DETAILS DETAILS MIDSPANOF EACH PANEL JAMB: b ANCHORS. SHEET 17 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR HOA (HQ IWOSNS A A FOR PRODUCT REFERENCES. ALSO SEE: E+ pO1C 7 AMC CM SHEET IS FOR GENERAL N SHEET 2 FOR ALLOWABLE CONFOURI1TI01L4 AND EXACT LAYOUT. S7RA.GM DOOR EXMPLE J ROSOWSKI ( LOCATIONS OF CTOSS-6ECHION DRAWINGS R27 1 S) SHEET 10 FOR SPECIFIC GLAZING TYPES. S) INSTALLATION DETAILS INTO WOOD GAN a,on • .m Ma nprn NO CHANGES THIS SHEET, i aroBM7 SS.tOMSA ,i C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOLIO W. 11L AsirA m'm '' i DIAL E ``, D) SHEETS I A10 FOR EXTRUSION CROSS ORAININR4 HEAD i SILL: SHEET • 1070 TECHNOIOOV DIHOR is E) SHEET f0 FORINSTALLATION OF ADDITIONAL ACCESSOR ES Jry,LD: SHEET 7 H. VENOM FL3127S F) SHEET 21 FOR A BILL OF MATERIALS. P ODIC SHEET 0 I Kt t SGD.B.70It- I, 0 OP 21 / MD-WT0 O DETAIL A7 - • u rot DETAIL BI M - — DETaL c, oETaL o, METAL TYP., SEE ANCHOR NOTE A. SHEET 1; Ma. OF S MorrEDwi vrao m. MTTIIpaf MIOr6'IK THREADS BEYOND THE CONCREIEICMUPEA METAL SUBSTRATE ANCHOR REQUITEMENT FRAME WIDTH- TYPANCHOR lp' WNU 1RIlImIOOPI / EMBEDMENT ANDM IW a•O.C.EDGE IEDGE DISTANCE PER .. DISTANCE SL6STRATE. SEE TABLE A SHEET 1 It DAYLIGHT "' I NOTES, SI]DAYLIGHTr owPENIN . y OG- I a WIDTH a s EMBEDMENT EDGE DISTANCE J, s s I O I I t_ 1ii L scOn ii _ a IN• MAX --+ EDGE DISTANCE A TH67116T I I n s ne oaeAr 1 ANCNOR 1X OR 7X WOOD BUCKJ, TRP, SEE NOTE x 6HEET 1 ne Ren - 1 i@ 1017 A nM1 OECf s EMBEDMENT - L - - - - - - N X S• SMS TEI FORCELIENT Sc . 7 TYP. ANCHOR TYPE, LOCATED AND S, PERirCORYIHPLATEATHORIZONTALSECTION (XXX SHOWN ' TALMKE FJJSE WENT AND FROM ENDS PL /T FROM ENDS (FACTORY ILSTALLED) EVERY - ANCHORLouT1oN DETAIL C2 DETAIL D2 DETAIL B2 EDGE DISTANCE PER SUBSTRATE• SEe TABLE A bIEET 1 a DETAIL 42I M.Nb MoruorlT sAurM, NOTBELOW E. IXPr'. BU-STRP OR MPL1YQa) FRAMING. SEE AIn/ODsma EMBEDMENT DAYLIGHT tN• -- I• NOTE S. SHEET I may OPENING\ 1 I PRODUCT R I Dye lillim WIDTHEDGE1DISTANCE 17-017L0.07 T T Rll M/lf 4 TlgpPil T I D I Rwe.d..ryY=n MENHOR EMDEP. ANDEMDEDMENf ANDEDGEDISTANCE PER n a ANCHOR I I IN / stesMTE SEE EMBEDMENT AND EMBEDMENT AND TABLEA SHEET 1• I EDGE DISTANCE 1 I NOTE S. BELOW I POH SIGBTRATE. SEE TABLE A SHEET EDGE y -- I i NOTE S. BELOW I +n 1 DISTANCE th oCMM L L.r 1lr MAX. Y- MAY PANEL WIDTH WLrBE1- EMBEDMENT ANCHOREI UFPER INSTALLED EITHER HORIZONTAL SECTION XO SHOWN ANCHOR REOUIRfMBR INN TrERIORR OR I_ _1 FOEDPANELOUP• yLV LYN* 1:' NOTES ANCHORS. SEEEXTERIORDIRECTION. 1)OETAISAPPLYTO i. SAD/ IRA111O0/F101W1T10N3. 16AtW4n*KI n'p'I [.me4AO ALL PARTS IDENTI DETAIL SHEET IDENTICAL4004 '•7(4 10) REFER TOANCHOR NOTES, SHEET 1. 7) SEE 6HEEI 17 FOR ANCHOR LOCATION 8 SPACING. FOTU ANCHOR OUANTR1 IFS. SEE TABLES 1imwAult>GFNa ylypsa.® O O FIU: FNo rtif VINYLSLIDINGGLASS DOOR NOA (NI) 1W05116 D 1 •• ; A)CONTINUOUS R US ANCHOR PLATEEM /O, IS REOUIRED AT ALL CONTINUOUS wo nw AiNJINSTALLATION, HORIZONTAL X-SECT. J ROSOWSIO FRAME ANCHOR LOCATIONS. S) PANEL WIDTH DOES NOT INCLUDE NTET30G( OR ASTRAGAL ADOON. 0) SEE TABLES I A 7 FOR REDFORCCMENT REOUIEMENTS. ALL mom n w rn.r.ol m O70 NO CHANGES It11S SHEET. A o+mBnT i 3/ ET,``` REOFORCEIEMS ARE APPROXIMATELY THEFULLLENGTHOFo,aT{ THE EKIRUSION. REFER TO TEST REPORTS FOR EXACT DOIENOION6 TECMNOLOOr OR N. VENICE. FL 34775 7)SEE 61EET 7D FOR SCREEN DETA43. nNdAP 10 0.1)• NIWISW 3-70 1 MS S OF 71 E M-70 0 1 A A ITIN 1 a/TI L e. Nne HOUSE, RAISED IDEAL •CARNIACE PWIL' EDss SECTION B-B sNytr rtvsN 91 ,1110, I n.t(Mt % WIEIIV[2.ATI I'W AK AN.ACmfb w,I i t(M/Li r' r I00-t-LOC (101 R 8011010) A%0 VIEW" CA."214 (46100 C4••t[AS OK KtAEU EAO. A OAT W. OI 'MC1-ww d pa" c. , D. teas ID Ttcla(Opwy m DETAIL KAI-tfl.tK-fO. Kcook I Ir0..0. _.• rAfi WAA DDa .•eD.. Y-0' TABLE I 'Ks'nr nrw ew NM . DOOR RE16AI orSECTIONS 1 Ir.tP .w V.4 Y' M K.' y DL;L cENrc 000" ICK L awrt 7nLSC A n-1 ,1•. RA0 A w.tttaK 0[ I(AA. f. 12u21, M APNOAtO CC2 AWte w OPTIONAL DECORATNE ACODGVtt w.r K/(,t tmt Itt tltip. L-L IOR •SLWRr 011.if SI: AP-IN B.SERI.' 141 . v.AAwt rot 9wLtf+' DOOtl SEEEE It-t000O. A0.[ SEC [ No root Dltw oafs Iaa uvula. IRON. wxu nn raKrl it PLO ILLD, RIWy.T! of ucao. u1 of TAT IMPACT RESISIANT J ONE- PIECE INJECTION 2L2 LOai .Aa S/Y vm am111i16rro* MOLDED CE LE AM SLX24321 FROM roam I'm wit, FRAME 0. t(1AZw0. OW- fLti O OI. A I(us wcto or C.O. POLIST Lot. no KILLS). FASIEN ROIDEMIAL tRACA LVrPORt myU DOMI.ItAuLR (to O) 11 CA C4v. (xL B tt TLAfACAR. 1KA r. StL%M f0 woo Add wit S) !/K•. 1.1/2• W000 MC %RM. ud it1P alt r T IdlLtawt4 Ilwr. r LR•rK LIt wI• RAOwi OR,rf. 1 ENO. NO LAICR UOAOtf --- - . . OAIO ..W" MAO. CAD f a oata•tLA MIEN a SiK LT.i a tAw saorooaIWU. SILT L c, f0[_....KAtr _UUIJEA- l I l O:tSOCUDy4Kw0. tIacpeaKvat12' Mt Imt Wilt. LIRE fTK Lett. . r uLL11PURPOSE y a,u 1LrCTo. A -A NIoN BOND 1APE. ILAkD i N DECORAINC to BAR FRONT FRAME FAME. IMAM w ,t CA G4v. 0.11Ct i0/ 1 IfAO ON ROLLER LRACA[t. GCR CC SS040O AC STRUCTURAL LAOw LOt f Iyd[ -IT& SILICONE SEALANT. W R• f/CQRM[ J iL0 w ROWS ea`AR i 25CA wt.. 0-90, Wv. (WI tow4a ntn W. PaAto- wnsuR 14 1. w o4W. sun A i• AW90lop COAT APPLI[0 IO 6m $as or StE0. VN. MILD i. RILWIt. 26 ASl It. ASitAfD 10 DmLDIIs a•/Iq I[ A.!/L' Ly(IE vw[[fr Jj:% tat 1 tAiRvn. O / 0 DLttf KIAI Uftws b 2-v • 2o a Pstm U:E R[ tA.CCR t0 FRAME NTrN U.DM. TOO* w O Iw.Ce ., AiS ONE u-LAR. v-OLRf WAD[ rfOv m AD s1 A' PARNCAO (.) 1/.•.!/.' SW IAPMLC SCREWS edCVS STEEL tKw V-MR AIIACK I• .r r w zr .. rinvroAN -Or wf+0 tCML Kf TL[. 1 D• MO R[OIMm 01CIDfONLAC ftRI IIC(A1tRf. Y00 ASI(R .t EMTQCOVNIEAS" 11 a OAty, Sun ON AOT KOUR[D) 10 RWdt A IIVLr LIOWWtfIC AC[. ROII AAtaOS OO IOt tRA•m-1 LOAD. HNOtC. ArTA01tD e'/( 2) W AAw •na-vrrrr .. e wlr,. m f eee w .. tl•.!/a' LtU .¢Ta SCAM. Lanes: 2/6".• AW SLE[vt O.ORDOLTSON 21-1/Y elf-tims (C-LO BLOCK) a I.' mltRs MOOO Ps. COWAI:10 at 1/•'.4' WOON sCtt" AlJlatm CLtRUSI N ON I5-//2• CU:IRL (2.000 PSI CON[ftta .ALKCfs KKLIUm Wt, O WM LIIAtRIAsifk LEM At"". 1. OD. VASKAS IKOMAEO *Ttr 1A000113. AxO10M WT at tOW uM M ( OWL NOT aOYRm) TO MO O[ nVSn Y0.ATl6 19 2d LKRICAL +ODD AAUB M[ ro K ORAOC 2 UNIACC. HORIZONTAL AWN DO ND: IfAAirtf I". Of BtItM •nAO. PVIE AD IaD 6 TRAAAFWI[D TO t1IE MOW04AL (TOM AAWa ALL JA.A r.sr[MAS MAI a (LW. NOT REOMRm) CtARIiCRs1R.t to OW 1011 A rLvsN LIM". SURFACE Mu •TEN er •••11• AY eLc 2.L a000 MW 1N NOU10S0 Br DNA MTALLG (10 URI) 20 OL Wt rxr. STE[L U9 STK 20 CA CkR . STEEL WttR Stat IL W rxv SIC, RIIlilC Gm NWw/.) WMtLm.f0 C,1,!/L. - 1L' pus~ Msfkm onROLLERj1 f..A I ra tSts"OLD OR OKRAt" 14 CA O4v t:DO C[L END -ft r• SU! N/E. 10 CWO ShtS +/(CI CACNI/A'.7/•' SELF TAPP" WREWS _ 2' STEEL ROLLER -IT" STCtL OR . TLa. 11K.'- Ca ICLOW BIROW4 P oo I surttl•4. SIR11C1Ua t4 DCAIs SKWALatOC9CA20 P 4503 DUALnA i • Atas+ommsawu hum Pa I 00 Lo• 1/f BWReinplo PrOtluCI$ oN MaotfmE1S.OwR ONNRS ORAA .9. (! 12) 276 - 4t02 C0ITTDOrty FLORIDA PRODUCT APPROVAL SS4 1- W7.[ IOima.. AOmm" totK /LOAOA Coo, a Ntcw.IOwL SULOM.' OOK (Mum OA ASQt-to) FOR iK ra&0"4 CL'KO206 1) 0416c m owLs 2. O tom 1" Y Or .O:n W SADNOY Do to'd. 2) .In ba ACCOIGKI .'t.. NINrD.SV• 106 AAD WD S 7\is 7rt• Ol,j cNcuuYJ. f A A ouALda OIt" y f4 a1.0•• RRCt WWK' .. in Its ITS H2 orsih 1oACS• 4 2. 0 PSF It -ADO PSr. ItSt LOADS:.63.0 PSF At -T2.0 PSF 1 2-r MA ..2/-.R L-O . 15-01 1sari q .1 JP. 50 z . Z December 15, 2011 (revised 8/17/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florldo Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tablas below, Static Pressure Tests were conducted In accordance with TAS 202.1994, ASTM-E330.2002 and ANSI/DASMA 108.2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201.1994 and TAS 203.1994 and ASTM E1886.2005 and ASTM E1996.2009 and ANSI/DASMA 115.200S. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below In the Tables below are In compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact -resistant assemblies (large missile impact). TABLE ' Aullu3-R!v mdx. oar size x +41/-45 PSF designload; 101309-Rev1S, max. door size 16'2" x 16'0", +42/-48 PSF design load 101296-Rov14, max. door size 9'0" x 16'0", +46/-50 PSF design load TABLE w F M -ReV , max. OOr 5120 % . + - PSF eslgn Oa 303287-Rev04, max. door size 9'0" x 16'0", +S4/-62 PSF design load 103547-Rev05, max. door size 9'0" x 16'0", +48/-54 PSF design load 101300-Rev16, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 101706-Rev13, max. door size 9'0" x 16'0". +62/-72 Psr (design load) TABL9 ! f D - i0 -Rev , Max. 00r size x + - PSF kdosign Ioadj 101488-Rev13, max. door size 16'2" x 16'0", +46.6/-S2 PSF (design load) 103028-Rev08, max, door size 18'2" x 16'0", +46/-50 PSF (design load) Rev max. oar s ze fx S6'0 +Sd/- PSF P ( design 101MM, 103560-Rev04, max. door size 1612" x 16'0". +46.6/-52 PSF (design load) TABLE S wl g - - 447: lulfu -Rev , max. oars Z! % + PSF 4sign 1080) PAGE I OF 5 Fite: Cep 11121S.A.2 Ewywnon REroxr rot QOMT summ"o worms CoNnwv sictionAL GMAOE Dooss, w7 - w9 TABL wl dflq1324S-ReVo max. OOr S za x + - PSF eS gn 08 103288-Rov03, max. door size 14'2" x 18'0", +SO/-56 PSF design load T_ABLJ 7# Dr@wInas 09wrac WAR ProductRev , Max. OOr S zC % , + - SF es gn load) 104121-Rov03, max. door Size 9'0" x 16'0". +50/-58 PSF (design load) TABLE 8 w 't a 1. d ' 1 -Rev 4, max. OOr Ste x , + - PSF (design oa 104038-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABL2PiQrg ylp0Jq8Wyegg - 71; XU410 -ROV max, door s 2! % + - PSF eS gn Oa ) 104280-Rov01, Max. door size 16'2" x 16'0"1 +46.6/-52 PSF (design load) 104281-ROv01, max. door size 18'2" x 16'0" gg. + 46/-50 PSF (design load) Rev , maxS door size x 1 r0r, 454/-bupsF es+gn oa 104278-ReV02, max. door size 16'2" x 16'0 +46.6/-52 PsF (dasign load) w Rov ,max. oor 'ff Fe I'M x 1 0 + -5 PPSF 5 es 1 gn I oa TABLE 2 w w 15 147• RevO. max. oor size % + PSF esign 08 Test Rnnarts: ATL 0428.01-09 (6/30/09), 1112.01-96 (11/13/96), 0808.01.06 (10/12/06), 0305.01- 08 ( 5/28/08), 0924.02.02 (10/29/02), 0823.01.06 (12/18/06), 0027.01.04 10/ 22/04), 1008.01.07 (11/5/07), 0606.01.05 (7129/05), 0107.01-09 (2/2/09), 1018. 01.04 (7/13/10), 0415,01-08 (5/15/08), 0331.01.08 (5/13/08), 1106.01-07 11/ 29/07), 0128.01-08 (3/13/08), 0327.01-08 (5/13/08), 0610.01-08 (7/16/08), 1202. 01.08 (12117/08), 1210.01-08 (12/17/08), 0609.01-09 (7/28/09), 0S12.01.09 6/ 22/09), 0127.01-09 (2/4/09); HETI 9S-494 & 95.496 (10/23/95), 94.252 & 94.2S4 7/ 29/97), 02-1267 & 02-1268 (11/21/02), 03.13SB & 03.1359 (11/19/03). These reports documents compliance with the TAS testing standards and are signed by David lohnson ( FL PE 61915), ATL or William Mehner (FL PE 7496), An or Hector Medina (FL PE 13008), HET] or Rafael Droz-Seda (FL PE 39228), HETI. Product Destrlotion for doors with MD[ PAN-2F153: These doors consist of 2' thick steel pan sections with min. 25 ga. (0.019') skins. The steel skin is at least G40 DDS per ASTM A653. Tho maximum section height Is 21'. These doors may have optional Impact -Resistant Glazing (molded). Optional Impact - Resistant Glazing Is a one-piece Injection -molded front frame and glazing. The following models are at least structurally equivalent t0 the tested door: 73, 75, 6RST, 42, 425, 84A, 94, 98, aRST, 4F, 46, 488, 1500, 190, 55, 555. Not all models may be shown on a given drawing. P. cc 2Or 5 PnF: COK_111215-A.2 EvAtWitan Rtloxt Foot Cwr•t Dwlareoywoucn eorawrt Stcllon l GriAae Dons, w7 - w9 Product Description for doors with MPC PAN-2F143: These doors consist of 2' thick steel pan sections with min. 24 go. (0.0239') skins. The steel skin IS at least G40 DDS per ASTM A653. The maximum section height is 21'. These doors may have optional Impact -Resistant Glazing (molded). Optional Impact -Resistant Glazing Is a ono -piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 93, 94, 98, 4RST, 4F, 48, 46B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-IF171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016') G40 DDS per ASTM A653. The maximum section height Is 211. Those doors may have optional Impact -Resistant Glazing (molded). Optional Impact-Rosistant Glazing Is a one-piece Injection -molded front frame and glazing. The following models; are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPGQ51E-1M41M These doors consist of a base 2" doublo-Skin Insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8' to the total thickness. Both Inner and outer skins are min. 27 ga. 0.016') G40 CS Type B per ASTM A653. The maximum section height Is 241. The following models are at least structurally equivalent to the tested door: CGnn, CPnn, NPnn, CXnn, SXnn, AGnn. Note that Inn' represents the arrangement of the decorative overlays. Not oil models may be shown on a given drawing. Product Description for doors with MPC C-PAN-1Eg_4j These doors consist of 2- thick steel pan doors with min. 24 ga. (0.022') outer skins. The steel skin Is at least G40 CS-0 per ASTM A653. The maximum section height Is 241. The following models are at least structurally equivalent to the tested door: $24, 520, 224, C4ST, COST. Not all models may be shown on a given drawing. Product Deserlation for doors with MPC PAN-2F443: These doors consist of 2' thick steel pan doors with min. 24 ga. (0.022') outer skins. The stool skin Is at least G40 DDS per ASTM AM. The maximum section height is 24'. These doors may have optional Impact -Resistant Glazing (Aluminum). Optional Impact -Resistant Glazing Is an aluminum front frame and a separate polycerbonoto glazing. The following models are at least structurally equivalent to the tested door: G45, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, E04SV, MR45, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be Shown on a given drawing. Product Description for doors with MPC DSIE-lF471: These doors consist of 2' doubio-skin Insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24'. These doors may have optional Impact -Resistant Glazing (Aluminum). Optional Impact -Resistant Glazing Is an aluminum front frame and a separate polycarbonate glazing. The following models are PAGt 3 OF S Fitt: Cam 11121 S•A.2 eVAIUAI ION REMOI $OR 0 orer aU11 DINO PROeUere CeaMNr aeerlOUM. OMAOP peasS, W7 — W9 at least structurally equivalent to the tested door: GD25P, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, MDGR, MFR68, 6205, SFR68, SFC68. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2FIS1: These doors consist of 2' thick steel pan doors with min. 25 ga. (0.0191) outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 211. The following models are at least structurally equivalent t0 the tested door: 76, 76V. Product Description for doors with MPG DSIU-IF171: These doors Consist of 2' double-skln Insulated sections with polyurethane Insulation foamed In place between both skins. Both Inner and outer skins are min. 27 ga. (0.016') G40 DOS per ASTM A653. The maximum section height IS 21'. These doors may have optional Impact -Resistant Glazing in either the top section or the next - to -the -top section. Optional Impact -Resistant Glazing Is a one-piece Injection -molded front frame and glazing. The following models ore at least structurally equivalent to the tested door: HOP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Doscrlotlon for doors with MPC DSIUO.1K479: These doors consist of a base 2' double -akin Insulated section with polyurethane Insulation foamed In place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1' t0 the total thickness. Both Inner and outer skins are min. 27 ga. (0.016') G40 CS Type B per ASTM A653. The maximum section height is 24'. The following models arc at least structurally equivalent to the tested door: CAN2nn-XX, GLN2nn-XX, MWL2nn-XX. Note that'nn' represents the arrangement of the decorative overlays and'XX' represents the type of cladding. Not all models may be shown on a given drawing. Product Description for doors with MPC C-DSIE-IF447: These doors Consist Of 2' double -skin Insulated sections with an EPS core laminated to both min. 24 ga. (0.0191) exterior and 27 ga. (0.016') interior skins. The steel skins are at least G40 CS-B per ASTM A653. The maximum section height Is 24'. The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G. Not all models may be shown on a given drawing. Product Description for doors with MPG C-DSIU-IF447: Those doors consist of a base 2' doublo-skin Insulated section with polyurethane Insulation foamed In place between both skins. Both Inner and outer skins are min. 27 ga. (0.016') G40 CS Typo B per ASTM A653. The maximum section height Is 241. The following models are at least structurally equivalent to the tested door: 3720, VX20, 240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing. Product Describtion for doors with MPC C-DSIU-ID447: These doors consist of a base 1-3/4' (min.) double -skin Insulated section with polyurethane insulation roomed In place between both skins. Both Inner and outer skins are min. 27 go. (0.016') G40 CS Typo B per ASTM A653. The maximum section height Is 24'. The following models are at least structurally equivalent to the tested door: PWA 4 n 5 rut: caPc_i 11215.4.2 evMVArtoM R ro,t ro, QoPAr Bua o1M0 ftoouc*s ConPAw SecnoNk CAm&oe 000.s, wz — we 3717, C7x17, 3718, CM8, 3720, CUM 240U, 3722, COX22, 3724, C7X24. Not all models may be shown on a given drawing. Imoect Resistant Glazing (Moldedl: The optional Impact resistant glazing Is an Injection -molded polycarbonate front frame and glazing (GE LEXAN SLx2432T) that Is an approved C1 plastic In accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-A002 ASTM G155: METI.06-TS66 ASTM D638 (before); HETI-06-T634 ASTM 0638 (after); ETC-06.3024.17496.0 ASTM D2843, ASTM 0635, ASTM D1929. Impact Resistant Glazing (Aluminuml: The optional Impact resistant glazing Is an aluminum front frame and a separate polycarbonate glazing that Is an approved C1 plastic In accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on rovlew of NOA 13-0717.01 (SabIC IP, exp. 7/17/18) and NOA 12-060S.OS (Bayer, exp. 8/27/17). Limitations& The drawing(S) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and In accordance with current building codes for the loads listed on the drowing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, Including attachments, are detailed on the drawing(s) listed above. Installation must be In accordance with manufacturers installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drowing(s) has reviewed the attachment details and Installation requirements. Signature: „urrrrr," Scott Hamilton, P. E. = R: No 03288 Florida P. E. No. 63286 Date: o i7 Spy. STATE OF ilv VAGP 5 or S Fitt: CBPC_111215•A.2 Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMANIIDMA/CSA 10111.S.2/A440-08 R-PG50-12190956 (48x77)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASHJELD-WEN Windows & Doors PVC)(O/X)(OG)(INS GL) Code: JW 9795 MODIF)(REINF)(TILT) 1219 mm x 1956 mm 1168 mm x 973 mm ASTM) 4'0" x 6'5") 3'10" x 3'2") This Certification will expire October 4, 2021 (extended from October 4, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-202 Date of Report: October 29, 2012 Evaluated for Certification: June 21, 2016 AC1 led Laboratories, Inc. 4P 4" MAX. FROM CORNERS t MIDSPAN 16 1/2" ti f ti ti O.C. MAX. Installation Notes: 1. Seal flangelframe to substrate. 2. Use 3116' Tapoon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4' into concrete or masonry at each location with a 21/2' min from edge distance. For concrete min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.eom. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. r 7 T T 0'• C P: tsrfi dp rk 39e Eon tfMfd/Fkt, II Suite 336 Dam& Beach. FL 33004 AUN DISTANCE Folk ME 2 t/r 11/P MM EASEMENT FRAME SECTION QVP) VERTICAL SECTION MASONRY INSTALLATION 1 1/4' JAM EMBEDMENT 3 1/4' MAX JAM DISTANCE o W" SPACE FOR EDGE: 2 1/2' 2 0 0 o C MAS4 HW BLOCK 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame 10PRATINGlIMPAM 48 x 77 1 *50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. rawrtk CFVIJN oc: wkt)3/31/2017 3737 Lakeport Blvd DRAWN BY: sCA' E JELRWEN aamath Falls, OR. 97601 J.HAWIQNS NTS Phone: (541) 882-34SI OLEO® BY: TmE: D.BELAU APPROVED BY: Builders Vinyl Tilt Single Hung J.GOOSSEN 134 I P1ANT NAME AND LOCATION. I BWrs S I REwµDAID` 3 OF 43OF4 Product Evaluation Report Auto $102.3 F.A.C. ) Report No. 2511 ) Project No. 417-0612 ) 11127117 ) Pape 1 of Rayon ltd. I Wry" Soffit - Various 1 Memorial Orlve Rithford, VT OU76 Code: Current Edition of the Florida Building Code Compliance Method: 61G20-3.ODS(1)[d)- Product Evaluation Report by a Licensed Professional Engineer Product Name, Model and/or Designation: Products covered by this evaluation Include the following. KAY0007-Single Spans o 12' TRIPLE 1 SOLID SOFFIT 0 12' TRIPLE I VENTED SOFFIT 0 12' TRIPLE / CENTER -VENT SOFFIT e 12' TRIPLE / CENTEROVENT SOFFIT 0 12' TRIPLE / FULL-O-VENT SOFFIT 0 10' DOUBLE 5 SOLID SOFFIT 0 10' DOUBLE 5 VENTED SOFFIT e r BEADED SOLID SOFFIT o B' BEADED VENTED SOFFIT KAY0009- Unllrtlited Spent 0 12' TRIPLE 1 SOLID, NO 0623 SOLID SOFFIT 0 12' TRIPLE 1 FULLOVENT, NO.0622 VENTED SOFFIT 0 12' TRIPLE 1 FULL-O-VENT ECO, NO.0639 VENTED SOFFIT KAYO011- Single Spans 0 12' TRIPLE I SOUD, NO.0623 SOUD SOFFIT e 12' TRIPLE 1 FULL-O-VENT, NO 0622 VENTED SOFFIT e 12' TRIPLE 1 FULL-O-VENT ECO, NO.0639 VENTED SOFFIT KAYW12 - UMlmlted Spent o 12' TRIPLE / FULL-O.VENT ECO, NO.0639 VENTED SOFFIT KAY0013 - Single Spans o 12' TRIPLE / FULLOVENT ECO, NO.0639 VENTED SOFFIT Product Irutallatlon IrutnNtlans: PI C Product Design Group LLC, Drawing No. KAYO007, Rev. C. Dated 11/27/27, by Roben 1 Amonrso, P.E., Kaycen LTd Vinyl Soffit - Sold and Vented, lnstaltatlon Anchorage Details. PTC Product Design Group I.I.C. Drawing No. KAY0009, Rev. A, Dated 11/27/17, by Robert 1 Amorm. P.E., Kaycen LTd Vint Soffit - Various SM and Vented with Unlimited Spans, Installation Anchorage Detalls. PTC Product Design Group LLC, Drawing No KAY0011, Rev. A. Dated 22/27/17, by Robert 1. Amoruso, P.E , Kaycan LTd. Vinyl Soffit - Solid and Vented with Single Spans, Installation Anchorage Detens. PTC Product Design Group, LLC ) PO Box SM775 ) Longwood, FL 32752-0775 iia. 321.OW 1788 1 FBPE Certification of Authorization No 25935 Product Evaluation Report Rule 61024 F.A.C. ( Repon No. 2611 1 Project No. 4174612 l 11/27117 ( Pap 2 of a PEC Product Design Group LLC, Drawing No. KAY0012, Rev. A. Dated Il/27/17, by Robert J. Amoroso, P.E., Kayran LTd. Vinyl Soffit -12' Triple a FYII.OVent Eco (No. 0639) with Unlimited Spans, Installation Anchorage Details. PTC Produce Design Group LLC, Growing No. KAY0013, Rev. A. Dated 21/27/17, by Robert J. Amoroso, P.E. Kaycen LTd. Vinyl Soffit -12' Triple a Fu$4 Vent Eco (No. 0639) with Single Spam, Installation Anchorage Deta0s. Industry Standard - Vkr1e Siding institute's Vinyl Siding Installation Manual, December 2015. Tat Reports and Performance Testing Standards Used: KAY0007 Fenestration Testing laboratory, Inc. Testing Report No. 7367, dated 6/1/13Including associated laboratory stamped drawings for Itaywn Vinyl Soffit testing to ASTM E330-02. Architectural Testing Inc. Test Report No. ATI S5993.01.10616, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding, materials testing to: 1) ASTM 03679-0Ic, Standard Specification for Rigid Poly Mnyl Chloride) (PVC) Siding 0) ASTM GISS-0Oae1, Standard Practice for Operating Xenon Are Light Apparatus for Exposure of Now MetaOk Materials Ill) ASTM 0636-03, Standard Test Method for Tensile Properties of Plastics N) ASTM 021143.99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics v) ASTM 01929.96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics d) ASTM D635-M Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics In a Horizontal Position KAY0009. KAY0011. KAYW12 A KAY0013 Mollmo Architectural Product Testing, 1410 Eden Road, York Penn"rJ& 17402 — Wryl Soffit Product Testing 1) Test Report No. 1269.01.10&11. SERIES / MODEL 0623 Solid Vinyl Soffit,'Y Channel / Fascia Installation. ASTM f330.14, dated 2/13/27 0) Test Report No. 1169.02.106-11, SERIES / MODEL: 0623 Solid Vinyl Soft'Y Channel /'Y Channel Installation, ASTM E330.14, dated 2/13/17 01) Ten Report No. 1270.01. 106.11, SERIES / MODEL 0622 Vented Vinyl Soblt,'Y Channel / Folds Installation, ASTM E330.14, dated 2/13/17 Iv) Test Report No 1270.02.106-11, SERIES / MODEL: 0622 Vented Virryl SoM4'1' Channel /'J' Channel Installation, ASTM E330.14, dated 2/13/17 v) Test Repon No 127103-1D611, SERIES / MODEL- 0639 Vented Vinyl Soffit,'Y Channel / Fascia Installation, ASTM E330-I6, dated 2/13/27 A) Ten Repon No 1271.ob106-II, SERIES/ MODEL 0639 Vented Virryl SoRlt,'Y Channel/'J' Channel Installation, ASTM E330-14, dated 2/13/17 At) TessReport No 1171.01.106.11.R1, SERIES/ MODEL: 0639 Vented Vitro Soft Y Channel/ Fascia Installation, ASTM E330. 14, dated 2/3V17 PTC Product Design Group. LLC I PO Box SM775 1 Longwood. FL 32752-0776 rt #6 321. 690-1766 (FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 91024 F.A.C. I Report No. 2611 1 Project No. 4174612 1 11127/17 1 Pape 3 of a Architectural Testing InL Test Report No. ATI SS963.01.106.16, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding. materials testing to: 0 ASTM D3679-01c, Standard Spednodon for RWd Pay ('Anyl ChWde) (PVQ Siding 11) ASTM GISS-00sel, Standard Practice for Operating Xenon Arc Ught Apparatus for Exposwe of Non- Metallic Materials 10) ASTM 063111-03, Standard Test Method for Tensile Properties of Plastics Iv) ASTM D2843.99, Standard Test Method for Density of Smol r from the Burning or Decomposition of Plastics v) ASTM D19M96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics N) ASTM D635.98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Mastics In a Horizontal Position Engineering Evaluation: See Appendix A for Code Conformance Evaluation Anchorage engineering and test result Interpretation are documented In the following: o PTC Product design Group LLC. Report No. 2240, Engineering analysis for Ksynn Vlrryl and Aluminum Soft. dated 7/11/13, by Robert J. Amoruso, P.E. o PTC Product Design Group U.C. Report No. 2492, Engineering analysis for Kaycan Vinyl and Aluminum Soft. dated 3/20/17, by Robert 1. Amorm, P.E. UmNadoro • Conditions of Use: This product has aM been evaluated for use Inside the Nigh velocity Hurricane Zone (HVHZ). Refer to Product Installation Instructions noted sbovefor. e Maximum allo"ble wind lads at retired maximum albwabletise(s). o Overall cilmenslons and rnatefWgrade of main product components, accessories, etc e Illustrated diagrams of the attachment of the product to subrtratestructure. o Anchor Wit), slze(q, substrate(s), embedment, edge distance, and spadng/IocaUons. Site wind pressures shall be determined by a licensed professional engineer In accordance wnh the anent edition of the Florida Building Code and/or ASCE 7.10 for components and deciding based on albwable suets design. Site conditions not covered In this product evaluation document are subject to additional engineering analysis by a lice se professional engineer or registered architect as required by the authority having jurisdiction. Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product bads to the foundation is the respondblllty of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. PTC ProOuct Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775 r/L 321-M17M 1 FBPECertification ofAuthonzauonNo. 25935 Product Evaluation Report Rule $1024 F.A.C. I Report No. 2611 i Project No. 417-0612 1 11127/17 i Paye 4014 Certificate of Independence per Product Approval Ruts 61G20.3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, not will acquire, any financial Interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, not will acquire any financial Interest In any other entity Involved in the approval process or testing of the product(s) coveted by this Product Evaluation Repon. Appendix A —Code Conformance Evaluation Evaluated by. Robert J. Amoruso, P.E. Ft PE ticense No. 49752 Wryl soffit certified and labeled as conforming to the requirements of ASTM 03679. Vinyl soffit tested to 1.S Design Pressure. VW whit labeled In accordance with the Florida Building Code. Vinyl soffit plastics comply with Chapter 26 of the Florida Building Code as shown below. Teri Standard p p Acceptance Criteria Tensile Siff• P/F N/A Teat Variation Snob Do" 1phlon Temp Clue CCl a Ca Test Teri Report Report Product 110% 3131C Daft An y SS9B3.01- 1/3/2906 VhrylSoffit Passed Tested 6.1% a6.0 to CO 106-12 Passed 1 max mace 4971C FTC Product Damon Group. LLC ) PO Box 520775 ( Lortpwood, FL 32752-0775 i/L 321.OW1788 i FBPECertification ofAuthorization No. 25935 KAYCAN LTD VINYL SOFFIT - 12" TRIPLE 4 FULL-O-VENT ECO (NO.0639) WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS QEMERAL NOTE•t 1. THIS PRODUCT HAS SEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BLNLDL40 COOE• BUILDING AND RESIDENTIAL VOLUMES 0CLUDING THE HIGH VELOCITY HURRICANE ZONE (HVNT) AT THE DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED TO ASTM E22014. STRUMPAL TEST RESULTS BASED ON ASTM E330-11 WERE DIVIDED BY 13 AS REQUIRED BY THE BUILDING CODE 2 DESIGN PRESSURE TOP) RATINGS SHOWN ON THIS SHEET ARE BASED ON /R EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 1P. Sr. 14* AND Ir ARE SHOWN ON SHEET 2. S THE PRODUCT DETAILS CONTAINED HEREIN ARE LASED UPON TESTINGTEST PERFORMED AT MOUMO ARCHITECTURAL PRODUCT TESTING,11A10 EDEN ROAD. YORK. PA 17AA a. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND WOOD FRAMING COMMS24 THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SMALL BE DETERMINED TO BE CAPABLE OF WTTNSTANDINO AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBLIT' OF THE ARCHITECT OR ENGINEER OF RECORD FOR TIE PROJECT. S. OVERHAND$ RECENINO SOFFIT SHALL BE CHECKED FOR STr4JCTVRAL ADEQUACY. DAMAGE. CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMINO TTS INTENDED FUNCTIONS SUCH DEFECTS SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION e INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS. STARTER STRIPS, AND TRW AROUND OPENINGS SMALL BE DONE IN ACCORDJJt WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE BNLDI O AND RESIDENTIAL VOLUMES AM TIE MANUFACTURERS INSTRUCTIONS 7. SITE CONDITIONS THAT DEVIATE FROM TIE DETAILS OF THIS DRAWANO REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARp1RECT SOFFIT SMALL BE LABELED IN ACCORDANCE WITH TIM CURRENT EDITION OF THE FLORIDA SULDING CODE B SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA SUILDMO CODE ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET I. 10. kMTEAALS 101. KAYCAM BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS MAM FACTUED FROM A FORMULATED PVC POWDER COMPOUND MIEETWO THE SPECIFICATIONS Of ASTMN DOM. 102. MAYCAR SULDINO PRODUCTS ALUMINUM THIN IS MANUFACTURED FROM ALUMINUM ALLOY WITH AM ES TESTED TENSILE STRENGTH OF 21 KS AND YIELD STRENGTH OF 9IS NSI. DESIGN PRESSURE (PSF) RATING AT 10- SPAN (NOTE 2) VINYL SOFFIT SERIES INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FREE AREA SEE NOTE 2 PSF) (SEE NOTE 1) 90. INJUNEAL FT.) SO. INJSG. FT.) 12' TRIPLE A FULL-O-vEHT CCO FASCIA / J-CHAMNEL FASCIA / F-CHANNEL IS 4.18 NO. 0939 VENTED SOFTY! J-tNANNM / J-CHANNEL ee.7/-ee.7 4.1e cIS F-CHANNEL / F-CHANNEL NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON vo2o BASIC WIND SPEEDS THUS PROJECT DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON WM BASIC SAND SPEEDS ARE PERMIITED TO BE MULTIPLIED BY 0.e PER THE CURRENT EDITION OF THE FLOWOA BUILDING CODE FOR COMPAMSOM TO THE KSO4 PRESSURE RATINGS ABOVE NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10% 12'. IA' AND /e- SEE SHEETS O AND A FOR SINGLE SPAN INSTALLATIONS FOR TRUSS/WOOD FRAYWC CARTILLVOR AND OVERHANG EAVE CONSTRUCTION. SEE SHEEE S FOR C04NECWM DETAILS. VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT J-CHANNEL F-CHANNEL FASCIASERIES 12' TRIPLE 4 1/2• J-CHANNEL 1/2' F-CHANNEL A' FASCIAFULL-O-VENT ECO VINYL VINYL ALUMINUMNO0639VENTED SOFFIT NO. 1100 NO. 1178 NO 9700 TABLE OF CONTENT SHEET DESORPTION 1 GENERAL NOTES. PERFORMANCE RATINGS. SOFFIT SCHEDULE 2 INSTALLATION NOTES APO OP RATINGS AT VAIDIUS SPANS O INSTALLA11oN DETAILS. CANTILEVER CONSTRUCTION INSTALLARIOM OSAILS. OVERHANG CONSTRUCTION S INSTALLATION DETAILS A THROUGH F e SOFFIT PROFILE 7 CHANNEL AND FASCIA PROFILES / DOM E a a ft*W J A -AA P L FWMPLNLNM wI VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS INSTALLATION NOTES: 1. SAVE WIDTHS (SPANS) IA. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 3 AND 4 DEPICT SINGLE SPANS FOR EAVE CONSTRUCTION OF TRUSSIWOOD FRAMING IN EITHER CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THISDOES NOT LIMB SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 1.2. SEE TABLE ON THIS SHEET FOR SPANS OF 10'. 12'. 14' AND Sr. 2 INSTALLATION FASTENERS 21. FASTENERS SMALL BE THE TYPE. SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. U MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRIGT VENEER AND SDI % EDGE DISTANCES SMALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. 2.3 FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SMALL BE ADDED TO THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE RESPONSIORM OF THE ENGINEER OR ARCHITECT OF RECORD. 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. S SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS 3.4 AND S FASTENER SCHEDULE rMnoo lW4o 1s 1AAmA.n mre brtAAn 0.0IY DNMETOt . CONCRETE 1• 1/• 1-1/2- I-NAL OR MASONRY 0072' DIAMETER x WOOD I-0/4- 1-3/4- TRM MALL 16 GA x 7/16- WIDTH CROWN STAPLE I- MIN LLNGIN MOOD 7/6- 1/4- 6 . S- FM WOW SCREW OR 16 . S- FM TAPPING SCREW WOOD 1-1/2' 5/6- 16. 11w IAPCOM CONCRETE 1• I-1/6' CONCRETESCREWORMASONRYNOTE I• EMBEDMENT SAM ON NOMINAL LENGTH OF FASTENER THROUGH SOFFIT OR CHANNEL INTO SUPPORTING SUBSTRATE W/O WALL FINISHES. WHERE WALL FINISHES ARE PRESENT. THE FASTENER LENGTH WILL RE INCREASED AS REOUIRED TO MANTAIN EMBEDMENT 00" INTO SUPPORTING SUBSTRATE DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS 12" TRIPLE 4 FULL-O-VENT ECO / NO.0639 VENTED SOFFIT Single Span Length LW INSTALLATION DETAILS A THRU F SHEET 5 Positive Negative 10 ALL 66.7 66.7 12 ALL 55.6 55.6 14 ALL 47.6 47.6 16 ALL 41.7 41.7 MINI Aom-PL Awft p L MA.4pm I TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION SPAN SPAN 'L' SOFFIT SEE DETAIL 'A'- 7 SOFFIT DETAIL "B'J EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL F•CHANNF,L® WALL, FASCIA @ FASCIA FND I—SPAN -L' +I EAVE -I—EAvE WIDTH I (ROOF OVERHANG) CONCRETE, CONCRETE, SOFFIT / CMU OR CONCRET WOOD SEE DETAIL 'D' SEE DETAIL 'C'._/ CMU OR NOTE 1) WOOD EAVE CROSS-SECTION (NOTE 1) SINGLE SPAN W/J-CHANNELS J-CHANNEL @ WALL AND FASCIA END EAVE WIDTH ROOF OVERHANG) CONC CMU OR OR SOFFIT WOOD SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, C & D. SEE DETAIL 'A" SEE DETAIL -C' (NOTE 1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.C. OR CONCRETE/MASONRY BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET A wtA Pe. tar P L rr my TR t' Y SOFFIT SEE DETAIL 'A'J SEE DETAIL 'B EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL F•CHANNEL@ WALL. FASCIA @ FASCIA END SPAN 1.'-- ING OVERHA EAVE WIDTH ROOF OVERHANG) DN SPA! V CMU OR w00D SOFFIT / NOTE 1) SEE DETAIL Y SEE DETAIL i- EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNELS JCHANNEL @ WALL AND FASCIA END I- SPAN 'L' EAVE WIDTH ROOF OVERHANG) EAVE WIDTH ROOF OVERHANG) CMU OR WOOD NOTE 1) EAVE WIDTH ROOF OVERHANG) CMU OR CMU OR SOFFIT / WOD NOTE 1) SOFFIT / NOTE 1) SEE DETAIL 'A- SEE DETAIL -E SEE DETAIL 'F' SEE DETAIL -B' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/F-CHANNEL J.CHANNEL @ WALL. FASCIA @ FASCIA END FCHANNEL @ WALL. JCHANNEL @ FASCIA END SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F. NOTE I • MINIMUM SPRUCE —PINE —FIR FRAMING 0 24" O.0 OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. fto.J An P& Far.L rr.nu Wood rnwMc O n,nts aCe ,. o e 1NmIWMmc Q WAWSTAPLS MIA>1a ,o M m NEIAYID MIDIF Itoon12, oc. — c, lwatlmAS01 1 sqeA 0. I W TIMAMID APNt• ow 1 LIF cc. oc ' A' NOALrMA AI(oSoI®J,J. tNf1D Amn4aaa iK I, ORT- AIL0 03ID N 5 OJ-0Ole. WN ooaevIASo« L% J Rm°" Emu MAX./ o onw 1Ar11R•OoWE, t NotEq NOTE ,)Osom10 1/e• MA%. DETAIL A DETAIL B DETAIL C FASCIA F-CHANNEL W000 ent, 1@ J•CHANNEL OSTAKES 24 M e N' OCNm Za', m.•c MTAMAWN SCREW. 8 SAVE% AITAO " TWINER SPACID4- C.• MA ocnAP, t, MSTAum eLYet( MID" TooVonT-IMlI. a. IY5 ot.MAX EINTo Ot'c0trIalsoRhoSTAP ES MSTALJID e e• MA%. 12- et MM ( MID W000)N J-0iWM6I12' ac. MAI (KleMAX REIE. woORDETAILD DETAIL E (' DETAILFJ-CHANNEL J-CHANNEL J- CHANNEL FASCIA FASCIA NOTE 1: MINIMUM SPRUCE -PINE - FIR FRAMING • 24• O.C. OR CONCRETE/MASONRY. BUILDING CODE REOUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. wm &not silts MrAIJm 2.• et . p, RAr. a. r Wood SCREWa 9"M IAM AA9Cr-L rAsms a JiEll I,• J g• a I E I ATTIA>.wOACm ,.• — Ot IWWWIJ AAWAWAPIL 12 v DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO VINYL - NO. 639 fW-..L F~ L w .nn 01. 18dR.156 62 7 5 .7 5 4 0.02 0.04 R0.156 t.5 78 .71 1. .25-n .022 I--1.2 1 /2" F—CHANNEL/TRIM VINYL (No. 1178) 4" FASCIA SMOOTH ALUMINUM (No. 9700) BILL OF MATERIALS DE6CWPnom MATERIAL SOFFIT - SEE SCHEDULE ON SHEET I AND DRAWINGS ON SHEET 6 HNrL NOTE 10 ON SHEET 1) P52 F-CHANNEL - SEE ORAWONSHEET6(SEE WGJ.- CHANNEL -SEE DRAWING ON SHEET 6 FASCIA - SEE DRAWING ON SHEET 6 MINUM SEENOTE110ONSHEET 10097' DIAMETER . 1-1/2- T-NHL FOR CONCRETE AND STEEL MASONRY SUBSTRATES. 6 0.072- DIAMETER X 1-3/4- TRW NAIL STEEL 16 GA. % 7/16- WIDTH CROWN STAPLE I- MIN. LENGM STEEL 6 L6 . 3' M WOOD SCREW OR /B . 3' M TAPPING R A N STRUCTURE. STEEL 9 3/16* ITW TAPCON CONCRETE SCREW. MIN. 1* DABEDMENT STEEL 10 2' % Y NOMINAL WOOD BATTEN - SG - 0.42 MIN. WOOD RF1793Lu 1650. 5' _ 1154_ 0.042 pp 9< 1/ 2" J— CHANNEL/Tj IM klmVINYL No. 1100 n Tbs E w a?= T 1i TRINITY ! ERD WAWA,nON FEPM GAF 1 Campus Drive Parsippany, NJ 07054 800) 766-3411 DMFI OR FEMMKII & DIEIGN, LJ. C artificate of Authorization #9503 353 CHRSnAN SfREr, UNIT#13 Owe, Cr 06478 203) 262-9245 Evaluation Report 01506.01.08-R22 FL10124-MO Date of Issuance: 01/03/2008 Revision 22: 09/20/2017 BOOM This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the Sate of Rorida. The documentation submitted has been reviewed by Rbbert Nieminen, RE for use of the product under the Rorida Building Code and Rorida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Oh Edition (2017) Rorida Building Code sections noted herein. DE9M nON: GAFAsphalt Roof Shingles LABHING Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC1507.2.7.1 / R905.2.6.1. Ol3MrINU® OOMR)ANCE This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation dhanges, or provisions of the Code that relate to the product change. Acceptance of this &aluation Report by the named client constitutes agreement to notify Fmbert Meminen, RE if the product changes or the referenced Quality Assurance documentation changes Trinity) S;D requires a complete review of this Evaluation Peport relative to updated Code requirementswith each Code Oyde. ADvemsEmegr. The Evaluation Rleport number preceded by the words "Trinity) B;D &aludiMmay be displayed in advertising literature. If any portion of the 6raluation Report isdisplayed, then it shall be done in itsentirety. IN93wnom Upon request, a copy of thisentire Evaluation Report shall be provided to the user by the manufacturer or itsdistributors and shall be availablefor inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Fbbert dM. Nieminen, RE Rorida Registration No. 59166, Rorida DMANE1983 the la®rmle ed eppowbVwmalhor®d by Wbet hSwbw, REon09rily2M7. 7hadownclSwW894 reWronicdlyspied doomed. Cbmra(4noN OF INoeecME 1. Trinityl B;D does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERE) is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Meminen, RE does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which theevaluation reportsare being issued. 4. Robert Meminen, RE 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 Trinityl eaD nor Robert N ieminen, RE are, in any way, the Designer of Record for any project on which this &Wustion Resort, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. l01214 - ea 0 QOTRINITYIERD IgooRwsyswsB(v. A-noN: SX)PE Product Category: Fbofing Sib -Category: Asphalt 3iingles Compliance Statement: GAF Asphalt Fmof 9iinglm as produced by GAF, have demonstrated compliance with the following sections of the 6th Edition (2017) Rorida Building Code and Rorida Building (bde, Fbsidential Volume through testing in accordance with the following Standards (bmplianoe is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 9edion Property Standard Year 1507.2.4/ 1507.1.1, Physical Properties ASIM D1970 2015 F;SW.2.3 / R905.1.1 1507.2.5, R)05.2.4 Physical Properties ASIM D3462 2010 1507.2.7.1, P905.2.6.1 Wind FResistanoe ASIM D3161 2016 1507.2.7.1, P805.2.6.1 Wind Plasistance ASIM D7158 2011 1507.2.7.1. RM.2.6.1 Wind Resistance TAS107 1995 0 Entity Examination Reference Date CAP(PDM 1915) Letter of Equivalency W-A-Rdge Impact Resistant IR 01MY2012 PR (175878) Physical Properties GW025-02-01 03/27/2002 PR (M 5878) ASIM D3462 GW-059-02-01 09/02/2004 PR (M5878) ASIM D3462 GW-080-02-01 05/25/2005 Pa (M5878) Physical Properties GA-324-02-01 12/01/2011 PR 075878) Wind Driven Ran GW-407-02-01 01/21/2013 UL (M 1740) ASIM D3462 93NITM 11/29/ 1993 UL (1Sr 1740) ASIM D3462 99NK43835 01/ 12/2000 UL (ISr 1740) TAS 107 94NIMM 03/29 2000 UL(TSr1740) ASIM D3462 01Ni4)6632 02/02/2001 ULM71740) ASIM D3161, TAS107 01NIgM6 05/21/2001 ULM71740) ASIM M161 01 NIG7122 12/18/2001 UL (171740) ASIM D3462 01 NK37122 12/ 19/2001 UL(U1740) ASIM M161,TAS107 02NK12980 04/10/2002 UL(1Sr1740) ASIM D3161,TAS107 02NK30871 09V09/ = UL(M1740) ASIM M161 030M367 03111/2003 UL CM 1740) ASIM D3462 03NKW444 10/ 17/2003 ULM1740) ASIM D3462 04NK13850 06/07/2004 ULM1740) ASIM D3161 04NK13850 W2312004 UL(I5f 1740) ASIM M161 04NIG0546 03/10/2005 ULM1740) ASIM D3462 04NIC2009 W0612005 UL(ISr1740) ASIM D3161 04NK2M 05f09/2005 UL (15r 1740) ASIM D3462 05NIQ7924 02/ 10/2006 UL(Ih71740) ASIM M161 05NIC7924 02/11/2006 ULM71740) ASIM M161, D3462 06CM18077 06/05 2006 UL (75r 1740) ASIM M161, D3462 06CAl8074 06 16/2006 ULM1740) ASIM M161, M462 06CA35251 10/18/2006 ULM1740) ASIM D3462 06OW603 12/01/2006 UL (M 1740) ASIM D3161, M462 06C 4t1095 12/27/2006 UL (I5r 1740) ASIM D3161 07NIQ5228 03/ IN 2007 ULM1740) ASIM D3161 06CA31611 04/04/2007 UL(M1740) ASIM D3161 06CA61148 04/09V2007 UL(TSr1740) ASIM M161, D3462 07CA31742 11/08/2007 UL(I5r1740) ASIM D3161, D7158, D3462 08CA06100 03/13/2008 6derior Fbsearch and Design, LLG Evaluation Report 01506.01.08-R22 owtifitate of Authorization l960xi 6'" EDmcN (201) F Bc NOPLF me LvAWAltoN R.10124RE0 TRINITY' ERD Entity Bcamination Reference Date UL(U 1740) ASIM D3161, D3462 070k55908 04/01/2008 UL(TST1740) ASIM D3161, D3462 09CA10592 03/26/2009 UL(Th71740) ASIM 03161, M462 09Q40(3856 05/15/2009 UL( U 1740) ASIM D3161, D7158, D3462 09NI)6647 08/01/2009 UL( W1740) ASIM D3161, D7158, M462 09CO27281 08/27/2009 UL( Th71740) ASfM D3161, D7158, M462 100*5554 03/05/2010 ULM 1740) ASIM D3161, D7158, D3462 100k13686 05/15/2010 UL(Th71740) ASIM D3462 100407264 05/27/2010 ULM1740) ASIM D3462 1OCA11953 1(/29/2010 UL071740) ASIM D3161, D7158, D3462 10NK11951 10/30/2010 UL(Th71740) ASIM D3161, D7158, M462 10NK12070 11/04/2010 UL(171740) ASIM D3161, D7158, D3462 08CAMI00 01/30/2010 UL(11Sf 1740) ASfM D3161, D7158, D3462 10CAS3934 03/31/2011 ULM 1740) ASfM D3161, D7158, M462 11CA48924 10/22/2011 ULM 1740) ASIM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TSf 1740) ASIM D3161, D7158, M462 11 C448408 12/08/2011 ULM1740) ASIM D3161, D7158, D3462 110448725 12/09/2011 UL, LLG (1b79628) ASIM D3462 12CA34891 10/ 1212012 UL, LLG (Tb79628) ASIM D3161, D7158, D3462 12OW151 02/15/2013 UL, LLG OW9628) ASIM M161 120498083 02/26/2013 UL, LLG M 9628) ASIM M161 13CA32332 06 1812013 UL, LLG (ISf 96M ASr M M161 130437934 08/02/2013 UL. LLG M9628) ASIM D3161, D7158, M462 478W75675 07/17/2015 UL, LLG (Tb79628) ASIM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLG (QUA96M Quality Control Inspection Deport, R21, Mobile, AL 1=5/2016 UL. LLG (QUA9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016 UL, LLG (QL A9625) Cbudity Oantrol Inspection Deport, F21, Tusaioosa, AL 11/ 11/2016 UL, LLG (QUA9625) Quality Control Inspection Deport, F21, Michigan Cty, IN 11/01/2016 UL, LLG (QUA9625) QualityCbntrol Inspection Report, R21, Shifter, (A 11/17/2016 UL LLG (QUA9825) Quality Control Inspection Deport, F/21, Savannah, GA 11/11/2016 UL, LLG (QUA9625) CuddyCbntrol Inspection Report, R21, Minneapolis, MN 10/25/2016 UL, LLG (QUA9W5) Cuddy( bntrol Inspection Report, R21, Mt. Vernon, IN 1=5/2016 UL, LLG (QUA9625) Cuddy( bntrol Inspection Report, R21, Baltimore, MD 10/21/2016 UL, LLG (QUA9625) Quality ( brdrol Inspection Report, R21, Tampa, R. 11/17/2016 UL, LLG (QUA9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2D16 UL, LLG (QUA9625) Quality Control Inspection Deport, R21, Ennis, TX 11/03/2016 UL, LLG (QUA9625) Quality( ontrol Irtgxdion Report, R21, Fontana, CA 11/01/2016 4. RmDUCf ElEgaipTioN: 4. 1 Asphalt Shinalesc 4.1.1 MarquisO WleatherMa Q Fbyal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles 4.1.2 CsmelotQ Carnelot®II, FbrGg, GlenwoodTM! Grand QnyonQ Grand Sequoia? Grand SbquoiadlIR GranOSequoiaV ArmorEMI ., onaci* SennA Timberline® American HarvestO Timberline® ArmorShieldTM91, Timberline®Natural ShadowQ Timberline HDQ Timberline®Cool SeriesQ Timberline Ultra HD&wd Woodland®arefiberglass reinforced, laminated asphalt roof shingles 4.1.3 Sateline®isa fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hp & Fbdae Shingles 4.2.1 52al-A Rdge® Rdge Cap Shingles, Sail A-Rdge® IR Impact -Resistant Rdge Cap Shingles, Seal A -Ridge® ArmorEMIQ" RI le Cap E12gleCgrid Timberte)MPremium Rdge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles 6derior Fleswch and Design, LLC Evaluation Report 01506.01.084122 certificate of Authorization #9503 6'" ® IlICN (2017) FBCNON-FIVW LVALLIATION FL10124-F120 T3RINITY ; ERD 4.3 Acoessory Starter Strips 4.3.1 Pro-aart®Eave(Rake Starter Strip Stinglesand WleatherSockerTM'Remium Eave/Rake Starter Strip Shingles are starter stripsfor asphalt roof shingles 4.3.2 QuickEtart® Reel & Stick Starter Fbll is a is a mineral -surfaced, fiberglass -reinforced, self adhering S S; modified bitumen starter strip, nominal 94nch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less 4.3.3 EMMMa[M'Starter Strip Shingles are oolorcoordinated starter strips for use with Grand Canyon®and Grand %quoiall) series asphalt shingles ARNMaMP are ink _ (Ron '° for Gran .: Canyon@and Grand %quoia9wiesinstallations 5. UMITAnoNs 5.1 This is a building code evaluation. Neither Trinity) 8:0 nor Fbbert Nieminen, PE are, in any way, the Designer of Rxord for any project on which this 6raluation F3port, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 ThisBduation Fteport is not for use in FBCHVWjurisdictions 5.3 Fire Oassification is not part of this BmIuation Report; refer to current Approved Fbofing Materials Directory for fire ratingsof this product. 5.4 Wind Oassification: 5.4.1 The GAF asphalt shingles noted in 83tion 4.1 are Oassified in accordance with FBC Tables 1507.2.7.1 and FL905.2.6.1 to AStM D3161, Gass Fand/or ASTM D7158, Gass H, indicating the shingles are acceptable for use in all wind zones up to Vaw =150 mph (V„n =194 mph). Fifer to Saction 6 for installation requirements to meet thiswind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Oassified in a000rdenoe with FBC Tables 1507.2.7.1 and FL905.2.6.1 to ASIM D3161, Gass F, indicating the shingles are acceptable for use in all wind zones up to V,d=150 mph Nun =194 mph). Fifer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Gas ification by ASfM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by'a qualified design professional are required for conditions outside these limitations Cbntact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with FAG Rdule M20-3. 6. INsrAL AnoN: 6.1 Undedgyment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Rorida Statewide Product Approval, or be Locally Approved per Rule 61 G20-3, per FBC 1507.2.3,1507.2.4 or FI905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/ Flake Starter Strip Shingles, Weather9ocker Premium Eavef Rake Starter Strip Shingles and (3vickaart Heel & Sick Starter Fmll shall oomply with the GAFcurrent published instructions 6.3 Asphalt Shingles 6.3.1 Installation of asphalt shingles shall comply with the GAFcurrent published instructions, using minimum four 4) nails per shingle in accordancewith FBC1507.2.7 or F&05.2.6, with the following exceptions cr Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Squoia IR, Grand Sequoia Armorghield, and Woodland require minimum five (5) nails per shingle. 9ateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in acoorlg hee wiOMwufac,( er' bli : guiremenM P ` FBC 1507.2.6 or FS05.2.5. Staples are not permitted. 6. 3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. ODntact the GAFfor details Bderior Reswch and Design, LL.0 Braluation Report 01506.01.08-F;22 Certificate of Authorization l950fi sTM ED11FCN (2017) FEICNON-14VI QLVALLAAnoM FL101244;20 QOTRINITY 1 ERD 6.4 Flip & Ridge Shingles 6.4.1 Installation of 52a1-XRidge Ridge Cap Shingles, 9eal-ArRdge IR Impact-fbsistant Ridge Cap Shingles and 9aa1-MRidge ArmorShield Ridge Cap Shingles shall comply with the Wcurrent published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.254nch diameter beads of Henkel "LocGDDL90 Roof & Ra 'M g S13alan ED 11.Sealant L• m (292 mm) 1' Sellante 25 mm) (25 in Enduh d 6tanchditii 305 mm) Nail Clavo 6 516• - 7 SW Clouer 168 - 194 mm) 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails; minimum 3184nc h head diameter, per shingle and beads of S,)nneborn NP1 kin Grade Polyurethane %Want or Henkel PL Rbofing and Rashing Saalant. its, Sealem17(292 mm 1' Sellanto 25 mmF (25 mm 1 =nduit d'6tanch646 i I Nall Cb1V LT Clauer ( 305.nm) 9' 229 MMO 1r 305 rnm) 6.4.3 Fasteners shall be in a000rdanoe with CAF published requirements, but not less than R3C 1507.2.6 or R905.2.5. Staples we not permitted. Exterior Flese ch and Design, LLC Evaluation Report 01506.01.08-R22 OrtirirateofAuthorization #9503 6"'EDrnoN(201 )FBCN 4-HvwEvAWA-noN R10124-R20 QOTRINITYIERD 7. LABajNa 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 1507.2.7.1 / FW5.2.6.1. 8. BUILDINGPSWITR131111REV mm As required by the Building Official or Authority Having .Lrisdiction in order to properly evaluate the installation of this product. 9. MANUFACTUR NG RANTS Gbntad the named QAentity for information on which plants produce productscovered by Rorida Rile 61G20-3 QA requirements 10. QUALITYAS3IRANC>EB+ITITY. UL LLC— QUA9625; (847) 664-3281 9VDOFB/AWAIION REFORT- Bderior Research and Design, U.0 Evaluation Report 01506.01.08-F;22 CariificateofAuthorization #9503 6'"®ITioN(201)FBcNoN-K F¢EVA LATtON FL10124R20 LJ NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION GAF Evaluation Report 01506.04.08-R14 iCampus Drive FL10626-R14 Parsippany, NJ 07054 Date of Issuance: 04/2S/2008 800) 766-3411 Revision 14: 06/06/2018 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 Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO Ietc. 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 11. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Wou".n — is).H 'i:. ISIMZ The facsimile seat appearing was authorized by Robert Nieminen, P.E. on 06/05/2028. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC 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. S. This is a building code evaluation. Neither NEMOletc. 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. C)U aCv - 016A 01 NEMO l etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have 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. Section 1504.3.1 1S07.1.1, R90S.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.2.3 / 1507.1.1 1507.2.4 / 1507.1.1,1507.2.9.2 1507.3.3 1507.11.2 Pro e Wind Uplift Unrolling, Breaking Strength, Pliability Tear Strength Physical Properties Physical Properties Physical properties Physical Properties Standard Year FM 4474 2011 ASTM D226 2009 ASTM D4533 2015 ASTM D6757 2026 ASTM D1970 2015 FRSA/TRI April 2022 (04-12) 2012 ASTM D6164 2011 3. REFERENCES: Kniitf Examination Reference Date ERD (TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007 ERD (TST 6049) Physical Properties G32110.12.08 12/02/2008 ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 GAF-SC33285.03.17-3 03/01/2017 ERD (TST 6049) ASTM D1970 GAF-SC1328S.03.174 03/01/2017 PRI (TST 5878) Physical properties BRY-003-02-01 03/19/2002 PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/200S PRI (TST 5878) Physical properties GAF-224-02-01 07/27/2009 PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D2970 GAF-275-02-01 12/11/2010 PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2022 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF434-02-04 09/16/2013 PRI (TST 5878) FBC 1507.1.1(Exception) GAF-828-02-01 12/05/2017 PRI (TST 5878) FBC 1507.1.1(Exception) GAF-826-02-01 06/04/2018 PRI (TST 5878) FBC 1507.1.1(Exception) GAF-847-02-01 06/04/2018 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) ASTM D6757 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017 Miami -Dade (CER 1592) HVHZ compliance 18-0119.15 02/22/2018 ICC-ES (EVL2396) IBC/IRC compliance ESR-2053 07/01/2017 ICC-ES (EVL2396) IBC/IRC compliance ESR-2808 07/01/2017 ICC-ES (EVL2396) IBC/IRC compliance ESR-1322 01/01/2018 ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (BC) 06/27/2017 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (CA) 07/07/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 02/02/2018 UL, U.C. (QUA 9625) Quality Control Inspect, File R10689 (IN) 01/10/2018 NEMO ETC, LLC Evaluation Report 01506.04.08-R14 CertFwteofAuthadrotbn0324SS V"EMION (2017) FBC NON-HVHZ EVALUATION FL10626-R14 ONEMOjetc. K02Y Examination Reference Date UL, I.I.C. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018 4.1 Self -Adhering Underlavments: 4.1.1 Liberty' SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.1.2 StormGuard° Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D3970. StormGuard• Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 WeatherWatch' Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch• Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.2 Mechanically Fastened Undedavments: 4.2.1 VersaShield• Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier; meets physical requirements of ASTM D6757. 4.2.2 Deck -Armor"' Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 & R905.1.1(Exception). 4.2.3 RoofPro"' SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof underlayment; meets AC165. 4.2.4 Shingle -Mate* Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 & R905.1.1(Exception). 4.2.5 StormSafe'" Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof underlayment systems; meets FBC 1507.1.1 & R905.1.1(Exception). 4.2.6 Tiger Paw"' Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment; meets FBC 1507.1.1 & R905.1.1(Exception). 4.3 Asphalt -Applied Undedavments: 4.3.1 Ruberoid• Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. 4.3.2 Ruberoid* Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. NEMO ETC, LLC Evaluation Report 01S06.04.08-1414 CertokateofAuthodratlon0324SS 6-EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14 ALI WNEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 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 GAF Roof 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: 5.5.1 TABLE 1: ROOF COVER OPTIONS Asphalt Foam -On Wood Slate or Underlayment Nail -On Tile Metal Shakes & Simulated Shingles Tile Shingles Slate Deck -Armor"' Premium Breathable Contact Contact Contact Roof Deck Protection Yes No No GAF GAF GAF RoofPro"' SBS-Modified All -Purpose Underlayment Yes No No No Yes Yes Shingle -Mate* Roof Deck Protection Yes No No No No No Tiger Paw— Roof Deck Protection Yes No No Contact Contact Contact GAF GAF GAF VersaShield• Fire -Resistant Roof Deck Protection Yes No No No No No Liberty^' SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuard• Film Surfaced Leak Barrier Yes No No Yes No No WeatherWatch' Mineral Surfaced Leak Barrier Yes No No No No No Ruberoid• Mop Granule Yes Yes Yes No Yes Yes See 5.5.1 Ruberoid• Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. f Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 01506.04.MR14 CertftofeofAuthodrodonP324SS 6r"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14 ONEMOletc. 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard* Film Surfaced Leak Barrier and Weather Watch• Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41 primed plywood. Ruberoid* Mop Granule and Ruberoid* Mop Granule FR in hot asphalt to ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Laver: Liberty"' SBS Self -Adhering Base/Ply Sheet; StormGuard* Film Surfaced Leak Barrier and WeatherWatch* Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt Ruberoid* Mop Granule and Ruberoid* Mop Granule FR in hot asphalt to GAFGLAS* #80 Ultimal" Base Sheet or Ruberoid* 20 Smooth. 5.6.3 Bond to Other Substrate TVDes: ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam - on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS* #80 Ultima"' Base Sheet or Ruberoid* 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid* Mop Granule or Ruberoid• Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 2 Maximum Design Pressure = -7S psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS* #80 Ultimal" Base Sheet or Ruberoid* 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid• Mop Granule or Ruberoid* Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 3 Maximum Design Pressure = -442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Top Layer: Ruberoid* Mop Granule or Ruberoid* Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. NEMO ETC, LLC Evaluation Report 01506.04.08-R14 CertlJ MC ofAuthorhatlon #32455 67M EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14 ONEMOletc. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 3A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 5.7.1 Deck -Armor" Premium Breathable Roof Deck Protection; RoofPro'" SBS-Modified All -Purpose Underlayment; Shingle -Mate* Roof Deck Protection; StormSafe' Anchor Sheet and Tiger Paw"' Roof Deck Protection shall not be left exposed for longer than 30-days after installation. S.7.2 5.7.3 5.8 6.1 6.2 6.3 6.4 VersaShield° Fire -Resistant Roof Deck Protection, Ruberoid9 Mop Granule and Ruberoid• Mop Granule FR shall not be left exposed for longer than 180-days after installation. Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard° Film Surfaced Leak Barrier and WeatherWatch® Mineral Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 4:12 Flat Max. 6-tile stack 14 over 2) 5:12Ruberoid• Mop Granule Lugged Max. 10-tile stack 5:12 Ruberoid' Mop Granule FR Flat or Lugged Max. &tile stack (4 over 2) 5:12 Lugged Max.10-tile stack 4:12 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 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 and prime the substrate (if applicable). Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising. All metal surfaces shall be primed with Matrix^' 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. 6.5 Deck -Armor"' Premium Breathable Roof Deck Protection: 6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.5.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, V„n, equals or exceeds 150 mph. NEMO ETC, LLC Evaluation Report 01506.04.08-1114 Certificate OfAuthorkatim0324SS eEDITION 12017) FBC NON-HVHZ EVALUATION FL10626-R14 A &* 0- 1 WNEMOjetc. 6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty' SBS Self -Adhering Base/Ply Sheet; StormGuard• Film Surfaced Leak Barrier; UnderRoof' 2 Polyester -Surfaced Leak Barrier or WeatherWatcho Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.5.4 Non -Tile Roof Installations: Single Laver: Roof Slope > 4:12: Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12- inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. Double Laver. 2:12 < Roof Slope < 4:12: If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5- inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.6 Tiger Paw"' Roof Deck Protection: 6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table iS07.1.1 or R90S.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.6.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, Vun, equals or exceeds 150 mph. 6.6.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty' SBS Self -Adhering Base/Ply Sheet; StormGuard° Film Surfaced Leak Barrier; UnderRoof"' 2 Polyester -Surfaced Leak Barrier or WeatherWatch• Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6.4 Non -Tile Roof Installations: Single Laver: Roof Slope > 4:12: Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12- inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. NEMO ETC, LLC Evaluation Report 01506.04.08-R14 Certiftate of AuV miratlon 032455 a EDITION 12017) FBC NON-HVH2 EVALUATION FL10626-R14 ONEMO I etc. Double Laver: 2:12 < Roof Slope < 4:12: If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. 6.7 StormSafe", Anchor Sheet: 6.7.1 StormSafe' Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, V„n, equals or exceeds 150 mph. 6.7.3 Non -Tile Roof Installations: Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12- inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. One the same day, install Liberty"' SBS Self -Adhering Base/Ply; StormGuard* Film Surfaced Leak Barrier or WeatherWatch° Mineral Surfaced Leak Barrier over the StormSafe", Anchor Sheet. 6.8 RoofPro", SBS-Modified All -Purpose Underlayment and Shingle -Mateo Roof Deck Protection: 6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R90S.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, Vun, equals or exceeds 150 mph. 6.8.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty", SBS Self -Adhering Base/Ply Sheet; StormGuard° Film Surfaced Leak Barrier or WeatherWatch• Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.9 VersaShield° Fire -Resistant Roof Deck Protection: 771 6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. 6.9.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty' SBS Self -Adhering Base/Ply Sheet, StormGuard° Film Surfaced Leak Barrier or WeatherWatch• Mineral Surfaced at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. NEMO ETC, LLC Evaluation Report 01506.04.08-1114 Certykote of AuMortration 032455 6"' EDITION (2017) FBC NON-HVH2 EVALUATION F1.10626-1114 ONEMOjetc. 6.10 Liberty— SBS Self -Adhering Base/Ply Sheet: 6.10.1 Shall be installed in compliance with the codified requirements for ASTM 01970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.10.2 The minimum and maximum roof slopes are 36:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3- inch side laps. 6.10.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood shall be primed with Matrix' 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at % to gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.11 StormGuard° Film Surfaced Leak Barrier: 6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.11.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section S.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. NEMO ETC, LLC Evaluation Report O1s06.04.08-Ri4 CertryMoteojAuthodrodon#32455 V"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14 IM 6.12 WeatherWatch° Mineral Surfaced leak Barrier: NEnno J etc. 6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.12.2 WeatherWatch° Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" D.C. within 4-inch side laps. 6.12.4 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section S.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" D.C. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrixy" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.13 Ruberoid° Mop Granule; Ruberoid° Mop Granule FR: 6.13.1 Ruberoid° Mop Granule or Ruberoid° Mop Granule FR shall be installed in compliance with current GAF published installation requirements. 6.13.2 For use in tile applications, Ruberoid° Mop Granule or Ruberoid° Mop Granule FR are for use as an alternate to Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04- 12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.13.4 Consult GAF instructions regarding back -nailing requirements. 6.14 Tile Staxinx (Ruberoid° Mop Granule; Ruberoid° Mop Granule FRI: 6.14.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Table 2 herein, and GAF published requirements for tile staging. 6.14.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. NEW ETC, LLC Evaluation Report 01506.04.08-R14 CerdflMe of AuMortratlon 032455 6;- EDITION 12017) FBC NON-HVHZ EVALUATION FL10626-R14 ONEMOjetc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Products Charleston, SC FBC 1507.1.1(Exception) Tiger Pawl Roof Deck Protection Conover, NC ASTM D6757 I VersaShield' Fire -Resistant Roof Deck Protection Dadra, India FBC 1507.1.1(Exception) Tiger Paw'" Roof Deck Protection Fontana, CA AC165 RoofProl SBS-Modified All -Purpose Underlayment Homer, LA FBC 1507.1.1(Exception) Tiger Paw"' Roof Deck Protection (WIP) McGregor, TX FBC 1507.1.1(Exception) Shingle -Mate• Roof Deck Protection Mission, BC FBC 1507.1.1 (Exception) Tiger Paw" Roof Deck Protection Mt. Vernon, IN ASTM D1970 Liberty" SBS Self -Adhering Base/Ply Sheet; StormGuard• Film Surfaced Leak Barrier; WeatherWatch• Mineral Surfaced Leak Barrier North Bay, Ontario FBC 1507.1.1(Exception) Deck - Armor"' Premium Breathable Roof Deck Protection, StormSafel Anchor Sheet, Tiger Paw'" Roof Deck Protection (conversion) Pryor, OK FBC 1507.1.1(Exception) Shingle -Mate* Roof Deck Protection Savannah, GA ASTM D1970 StormGuard• Film Surfaced Leak Barrier; WeatherWatch' Mineral Surfaced Leak Barrier ASTM D6164 Ruberoid' Mop Granule; Ruberoid' Mop Granule FR UL, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.04.08-1114 CertykoteofAutho hatlonp324SS eEDITION (2027) FBC NON-HVHZ EVALUATION F1.10626-1114