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Home My WebLink About4622 Eureka Ln HVACCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S ( :2 (4 L4 C) Job Address: 4 22 - k n 6cj , Ln Historic District: Yes No Pq Parcel ID: Residentiali / Commercial Type of Work: New Addition Alteration Repair[] Demo Change of Use Move Description of Work: Y1 -Gl. coffl JAy 4(- SC.f A Plan Review Contact Person:: Phone: `i t1 1 Fax: LA Name Street: Property Owner Information V Title: 44m I it am - 'T 2l O of property? : NA) City, State Zip: 4 11MW- 5120 A -(S 11 32-71y Namel_ 1 1- -1 Contractor Information e 11 l--kv iC ` Q Ar -o— Phone: qO -7- Street: (!)a I U10d TSC 0* -j Fax: q0-7- iv - 3,53lp City, State Zip:!Eal'\ State License No.: 3 Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application C40 JUN 2 0 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S ( :2 (4 L4 C) Job Address: 4 22 - k n 6cj , Ln Historic District: Yes No Pq Parcel ID: Residentiali / Commercial Type of Work: New Addition Alteration Repair[] Demo Change of Use Move Description of Work: Y1 -Gl. coffl JAy 4(- SC.f A Plan Review Contact Person:: Phone: `i t1 1 Fax: LA Name Street: Property Owner Information V Title: 44m I it am - 'T 2l O of property? : NA) City, State Zip: 4 11MW- 5120 A -(S 11 32-71y Namel_ 1 1- -1 Contractor Information e 11 l--kv iC ` Q Ar -o— Phone: qO -7- Street: (!)a I U10d TSC 0* -j Fax: q0-7- iv - 3,53lp City, State Zip:!Eal'\ State License No.: 3 Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application C40 sTA1EwroE j DEL;AIR State Cert CAC032448 1-888-831-2665 David Weekley Homes Revised Date: March 13, 2017 22S S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U -Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7413 3.0 14.00 8.2 4/0 6,597.00 Added 3113/17 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) Cust Initials 1-888-831-2665 6 DEL -AIR State Cert CAC032448 HEATING • AIR CONDITIONING Job Name: Reagan Pointe - 34' Cottages & 40' Gardens Page 2 of 2 Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7" range vent, programmable thermostat (TH6320U1000DAG), a 2 -Zone Damper System, and a 2"d year warranty. Option Add Price : Range Vent Shroud Cover during Trim Stage, Add $75.00 Range Vent Shroud Cover after Trim Stage, Add $150.00 For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm — Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan greater than 1500cfm — Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Ducting to be fiberglass flex system. Supply air outlets to be Metal Adjustable Grilles. Del -Air to provide supplies and returns per the hvac duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Warranty: Includes two year labor service by DEL -AIR. Parts & components warranty per manufacturer's limited warranty. Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. THIS PROPOSAL Is made by Del -Air. to the party named herein only and is void If not accepted within 30_ days of the date hereof and, Is further vold, If after accepted, the party to which this proposal is made falls to pay any consideration In money or monies worth for the work proposed herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning and heating work set forth herein or any other air conditioning or heating work without the express written consent of an authorized representative of Del -Air. In the event Del -Air shall sustain any damages Including attorney's fees for the unauthorized use of this Proposal, HVAC Load Analysis or the drawing contained herein, the party named herein agrees to pay any and all such damages and attorney's fees to Del -Air. Installation carries a TWO year labor warranty against defects In workmanship and materials, plus parts a components warranty per manufacturer's limited warranty. Warranty begins on date of equipment start up. All materials are guaranteed to be as specified. All work to be completed In a workmanlike manner according to standard practices. Our workers are fully covered by workman's compensation insurance. Harley Aldrich DEL AIR REPRESENTATIVE AUTHORIZED SIGNER (PRINT NAME) SIGNATURE SIGNATURE DATE II\ It I t INrl l trot 11 n.l..d,ll ?771 iln' ::tr UrH NdnCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date turo1 of Contractor/Agent Date int Contract r/Agen Nam*' pdu ' ktoto t — le Nolary a Ilt State of Florlda 3 My Comm. Explros Jan 26, 2016 Commission C FF 0637.2 Owner/Agent is Personally Known to Me or Contractor/Agent is "4ersonally Known to;Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas F] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application 17';INCIVE CITY OF SANFORD BUILDING & FIRE PREVENTION F D MAR 13 2017 PERMIT APPLICATION t_; ( ---,•PPL'cation No: /1- 7 3 Documented Construction Value: $ 7 -%'Z -1(P4' -e0 Job Address: 40:X P-%Areka Leurve Sarrfi d&L Historic District: Yes No Parcel ID: ZZ - ZO -050 -5 ZO -0001D - 0400 Residential 0 Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Nlove Description of Work: New S:XC41e -Farni1w f sid—P1r1 e_. Plan Review Contact Person: -Mnj A l71 Gkpri,na Title:f.CA (,'oditdi(1aftr Phone: ion -'j U r- B*; -%T Fax: 'Email4piC.4C1r1e%n Q1 4,&1(1trn S.CDr,r1 Property Owner Information Name _GND' R ACIarn t LLC. CROS, LLC-) Street: 1111 U. Pet,- OaL Road City, State Zip: kiouSftin t -M :14 -Or Phone: '41 a - 3110 - 33(05 Resident of property? : Contractor Information Name &LA d rJLA le Phone: Lib'+- VJS -'VtOO Street: A2 5 S. WeS 2Cft D(iV,p gt.:rk U00 Fax: City, State Zip: A1 SAfi`nq.S, FC. 3 1Lt State License No.:oC Islal3q l Architect/Engineer Information Name: i,Wn±A CtAS%A1 We a Phone: 40-1-011-M-+ Street: baFax: 0'4 - (0?o city, st, t - t'. •t a 't 1 Q_! u • • ! • a1 t a • Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIIIENCENIENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCEi`[ENT MUST BE RECORDED A\D POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTALN 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 Shull be inscribed with the date of application and the code In effect as of that date: 51^ Edition (2014) Florida Building Code Revised. lune 30, 2015 Pcmiit Applicution COUNTY OF SE 0 ' 1 5IMPACTFEESTATEMENT BUILDDINGrAPPLIICATIONl#1017-10000168 DATE: March 24, 2017 J a 'I/_ BUILDING PERMIT NUMBER: 17-10000168 UJ UNIT ADDRESS: TAMPICO WAY, 4623 22-20-30-520-0000-0370 urn 'Iltrli_ TRAFFIC ZONE:022 JURISDICTION: /'' SEC: TWP. RNG: SUF: PARCEL: 1 r7 3SUBDIVISION: TRACT: 1 PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST RD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 37 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4623 TAMPICO WAY, REAGAN POINTE LOT 37,SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 SingleFamily Housing 00 1.000 dwl unit 00 FISiRESCUE 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 RECEIVED BY: ( SIGNATURE: PLEASE PRINT NAME) j DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. +** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE FIE%E,IBOF FEES UNDER THE OLEOUNTYROAD, FIRE/RESCUE, STATEMENT AN/OREDUTI NAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO*ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 140TICE: 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 requiremenrs of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. aW117r'/;4- L5owi I)uFR -e PrintOwa gent's Name sigaoV1 of Votary- to of FI& M. w4whDated NOTARY PUBLIC STATE OF FLORIDA CatmM 0GO02896 Ex *-00 8/1612020 Owner/Agent is VPersonally Known to Me or Produced 1D Type of [D Be" I 1 si . ature of C . ctor Agen Date 1. ucl tfi Print Cont tor/Agent•s Name Sig ire oWSTATE Date ARY PUBLIC OF FLORIDA WWGG002886 IM 8/16/2020 Contractor/Agent is Personally Known to Me or Produced E) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building &j Electrical lz Mechanical fV Plumbing Gas Roof r Construction Type: '48 Occupancy Use: R3 Flood Zone: X-5CI Total Sq Ft of Bldg: :L I q S -lin. Occupancy Load: % I # of Stories:—?- New tories:Z iVew Construction: Electric - # of Amps 1610 Plumbing - # of Fixtures 18 Fire Sprinkler Permit: Yes No k' # of Heads APPROVALS: ZONIi iG: t tiTILITIES: ENGMERNG: WKS 3 Z"FIRE: COIVINIErTS: Fire Alarm Permit: Yes No to WASTE WATER: BUILDING: '2F 3.3o,(7 Revised: Jure 30, 2015 Permit Application VJ I III ( I I I II I I II I I I lil I I III tl III I I li II II Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE GRANT MALOY, SEMINOLE COUNTY TOWN SQUARE TITLE, LTD CLERK OF CIRCUIT COURT & COMPTROLLER 250 EAST COLONIAL DRIVE, SUITE 301 BK 88882 P9 1027 (1 P9 s ) ORLANDO, FLORIDA 32801 CLERK'S T 2017029365 TELEPHONE: 407.422.2234 RECORDED 03/24/2017 08:34:56 AM FACSIMILE: 407.843.8964 RECORDING FEES $1r .00 RECORDED BY hdevore WE17022 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-518-0000-00 10 (parent STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 37, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4623 Tampico Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company a By: John King • s Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because:)ZL•personally know him/her/them OR O I have satisfactory evidence of same based upon a O Florida driver's license or O Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Zo1"4 Notary PublicSignature PLACE NOTARY NAME SEAL IMMEDIATELY BELOW) M v pq" p, BRUCICS k1Y COMMISSION II FF 047059 EXPIRES: September 10, 2017 1 "'.-v":.-'.i .' ", ,'' oMriel!1hru8ud¢I<,otaryS.rvi Es Aid .0' 1RL'LER SEMI ' E COUI'TY, FLORIDA k,':-4 2017 By DEPUTY CLERK LA 1 ID CITY OF SANFORD r-' BUILDING & FIRE PREVENTION MAR 13 2017 PERMIT APPLICATION FD pplication No: Documented Construction Value: $ Q Lq y0H Job Address: 4142 oX i'wrelt_La L.E,I,t w. '9an+brd&L. Historic District: Yes No C9 Parcel ED: Residential N Commercial p Type of Work: New leaf Addition Alteration Repair Demo Change of Use Move Description of Work: New SNMl1,e-ehm1lLI rtl?si d-enee . Plan Review Contact Person: TG1r1i A 17{ Gke_Y1yAA Title: coordin ' Phone: L101 -7 (D 17• g'ol-BS Fax: Email: G%C1'Jt'Y,1 (A)G(W}rtmt °g,r wV1 Property Owner Information Name CVD- R AAarl 1 LLC, CT-P-XC[S LLS) Phone: '41 a - 3110 - 33(05 Street: t111 W. 1PoeOAS •Ottd Resident of property? City, State Zip: &USIVA, -M --71-0so Contractor Information Name &M c1 btlk `e Phone: 4t)-+- VOS -Sabo Street: aa5 5. We_S+^%ftVV__D iVf S.t.k U00 Fax: City, State Zip: jaffi&,MW, cc0!jW1 'tri., 3'# --KLA State License No.: nC f$1 3a Architect/Engineer Information Name: { .10a: C=%AJJjrLa Phone: Street: Aoi 5. W25 nnonte, triye- St,l+it IOD Fax: Ib - (Ois 1 130 city, St, zip: AliAmwiL SoOno f!. b;::14 E-mail: adrKin ZIr nnni-eebAAWi4.CCM Bonding Company: Address: Mortgage Lender: tP Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMIIENCENIENT MAY RESULT IN YOUR PAYING TWICE FOR rNIPROVEHENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU LNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONEMENCEIVIENT. Application is bereby 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 1053 Shall be inscribed with (lie date of application and the code In effect as of that date: 51" Edition (301 d) Florida Building Code Revised: June 30,1015 Pemiit applicution 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 wil) 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 exdcuted 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 subrlittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r /;4— 511b I vote 150VA lmr-p 2 Print Ownerhlfgent's Name Signorpb ofNotateofF4"M pkk9ftDate YYNOTARY PUBLIC STATE OF FLORIDA CAMmN GG002996 E>Iroti oil 5r2 20 Owner/Agent is V.Personally Known to Me or Produced rD Type of ID 1 r z . Si . atur of C . cto Ager Date Print Cont for/Agent's Name Sig re oWSTATE Y° ng Date ARY PUSUC OF FLORIDA MO G0002ti96 kw 6/16/2020 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[]Gas Roof r Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Nlin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: CONINIENTS: Fire Alarm Permit: Yes No UTILITIES: AYLZO-17 WASTE WATER: ENGINEERING: FIRE: 1•1i11P-91 91 Revised: June 30, 2915 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-731 4622 Eureka Lane Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 16791square feet SQUARE FOOTAGE OF GARAGE ONLY: 466 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2145 square feet 71 Dollar Valuation of Work: 212,166.00 State Fee: 65.60 Permit Fee 1,525.16 Application Fee: 25.00 Plan Review Fee: 636.50 Total Building Permit Fees: 2,252.26 Plumbing Fixture Calculation 17-731 4622 Eureka Lane Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 18 Permit #: 17-731 Address: 4622 Eureka Lane Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2145 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR -DETACHED Permit # 17-731 Address: 4622 Eureka Lane BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Max Inspection Description7Min 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 4622 Eureka Lane Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0400 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-731 Reviewed by: Michael Cash, CFM Date: March 29, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, WInter Springs Date: $) LD C— I hereby name and appoint: `Cama ? 1 &1&eyiV`0, an agent of: dJEJ1/V id Wtek tdA im.— C'nm—mr 1 to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 6 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Powerr of Attorney: License Holder Name: &61/7r- Nth/P State License Number: 4 S Signature of License Holder: STATE OF FL RIDA COUNTY OF U rafia Q The foregoing i rumen w w ed before me this 10 daVpers"onally204 , by e, who isown to me or o who Fras pr dui identification and who did Notary Seal) TAMMY LYNN BAILEY Nolary Public - State of Florida Commission N GG 042385 3' My Comm Expires Feb 24, 2021 Bonded throughNal,onalNotal yAssn. Rev. 08.12) Notary Public - St f Commission No. My Commission Expires: 1 1, ' 11 Application for Paved Driveway, Sidewalk or 2` Walkway Including Right -of -Way Use & F1877Landscaping in Right -of -Way www.santordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regufat:ons and the attached construction plans approved as part of this permit. The permit's required for driveway or sidewalk construction over 100 square feel of concrete or other material on the subject parcel and / or any construction of a 8 driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other t' jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the mow wndYbolow. size and location of the existing right--of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project LocatiorlAddress:14(oll anti -a Lane_& . T` 3?4-- 3 PO2. Proposed Activity: Driveway I= V`/alkway R Other: 3. Schedule of Work: Start Date Completion Cate au 7" Emergency Repairs P1 __ ice"' 4. Brief Description of Mork: This application is subm Property, Owner Signature: _ Address: &&Z J. - VYNit-gTMt Phone:4c"1'$tOS-`i'}Ov Fax: Print Name: Buti.1 A D,.kffi e, Email: Date: Maintenance Responsibilities/indemnification Tie Requeslcr, and his successors and assigns. siall be responsible for perpetual maintenance of the improvement installed uncer this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written Clay authorization, remove said Installaticnfimprovement fully restoring the Ight-of-way to its previous condition. In the event that any future construction of roadways, utilities. stormwater facilities, or any general maintenance sc:ivities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate aid/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously mainta.n the improvement and area In accordance wi:h previously slated criteria, or completely restore the right-of-way to its previous condition, the City shall, ater appropriate notice, restore the area to Its orevious concitton at the Requestor•s expense and, if necessary, file a lien on the Raquestor's propery to ecover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City. its =unc:lpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, sults, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or orooerty, and the ccs -,s and expenses incident thereto (including costs of defense. settlement, and reasonable attorney's fees up to and including an appeal), resulting -n any fashion from or arising directly or indirectly out of or ccnrec:ed with the use of the City's right-of-way. I have r% d and undgr kangjthe above statement and by signing this application I agree to its terms. Pre -pour Inspection by: Application No: Reviewed:. Public Works This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Official Use Only Fee: Utilities Approved: n / Engineering Site Inspected by: Special Permit Conditions: Date: Cate: Date: Date: Date. Y3-zq- Q1 Date: Mmember 2015 ROW Use XWWay pol REQUEST FOR TUG & PRE'POWER AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanforcl, Seminole County, Nutter Springs Date: 3 ) tD 11 -4 - Project Nnme: UA00A ' O'ke Project Address: q(p*0t;L E(i ie kA Can -e Building Permit A Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire spruilcler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction i'or fees associated with tugs. mud bufr% 2 Print Name of 0 oer/Tena it Slignauff of Owner/Tenant JURISDICTION EMPLOYEE NAME: RMSDICTION: Id wf-fle Print Wine' of Ge . Contractor Signat of Gen. Montracior LAI 1519 3q 1 Gen. Contractor License # r I,a• .a n ; e Print Name ofEl Contractor ROMAAA-1 Si#iature of El. Contractor 15C()()() q29 EL.Contractor License # CALLED INTO: a Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 1 Project Name: LOT 40 REAGAN POINTE 7497 Builder Name- DAVID WEEKLEY 0 Street: 4622 Eureka Lane Permit Office. # 17 _ 7 3 1 SANFORD City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: -69ffalsoG SFA" Design Location: FL, Sanford County:: Seminole Climate Zone 2), 1. New construction or existing New (From Plans) 9. Wall Types(2278.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1372.70 ft" b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft" 3. Number of units, if multiple family 1 C. Frame - Wood, Adjacent R=13.0 224.00 ft" 4. Number of Bedrooms 2 d. N/A R= fl" 5. Is this a worst case? No 10. Ceiling Types (1068.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1068.00 ft" 6. Conditioned floor area above grade (ft") 1608 b. N/A R= fl" Conditioned floor area below grade (ft') 0 c. N/A R= fl" 11. Ducts R ft" 7. Windows(240.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 321.6 a. U -Factor: Dbl, U=0.34 240.25 ft" SHGC: SHGC=0.30 b. U -Factor: N/A H" 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 C. U -Factor: N/A ft" SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft" a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.699 ft. Area Weighted Average SHGC: 0.300 14. Hol water systems 8. Floor Types (1086.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 540.00 ft" b. Conservation features EF: 0.940 b. Floor over Garage R=19.0 466.00 fl" None c. other (see details) R= 80.00 ft" 15. Credits Pstat Total Proposed Modified Loads: 57.55 Glass/Floor Area: 0.149 PASSTotalBaselineLoads: 57.35 1 hereby certify that the plans and specifications covered by Review of the plans and 114E Sr this calculation are in compliance ith the Florida Energy Code. specifications covered by this calculation indicates compliance 00 I,, • the Florida Energy Code. with PREPARED BY: Before construction is completed DATE: 03/08/2017 this building will be inspected for V I a compliance with Section 553.908 C , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp W'E t J OWNER/AGENT: BUILDING OFFICIAL: DATE: 31I111I DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: LOT 40 REAGAN POINTE 74 Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1608 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street: 4622 Eureka Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1608 15436.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1608 15436.8 Yes 4 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor Main 80 ft' 19 0.21 0 0.79 2 Floor over Garage Main 466 W 19 0.26 0 0.74 3 Slab -On -Grade Edge Insulatio Main 72.9 ft 540 ft' 0.38 0 0.62 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1194 ft' 0 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1068 ft= N N 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1068 ft' 0.11 Wood WALLS Adjacent Io Wall T4P8Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft' 0 0.25 0.6 0 2 E Exterior Frame - Wood Main 13 47 0 9 8 454.3 ft' 0 0.25 0.6 0 3 E Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft' 0 0 0.6 0 4 S Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft' 0 0.25 0.6 0 5 S Exterior Concrete Block - Int Insul Main 7 24 0 9 4 224.0 fP 0 0 0.6 0 6 W Exterior Frame - Wood Main 13 41 0 9 8 396.3 ft' 0 0.25 0.6 0 7 W Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Main 13 24 0 9 4 224.0 ft' 0 0.25 0.01 0 9 W Exterior Frame - Wood Main 13 6 9 8 58.0 ft' 0.23 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S Insulated Main None 25 3 8 24 W 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 0.3 46.5 ft' 1 ft 2 in 2 ft 0 in Drapes/blinds Exterior 5 2 E 2 Vinyl Low -E Double Yes 0.34 0.3 30.0 ft' 1 ft 2 in 2 ft 0 in Drapes/blinds Exterior 5 3 S 4 Vinyl Low -E Double Yes 0.34 0.3 18.1 ft' 1 ft 2 in 5 ft 2 in Drapes/blinds Exterior 5 4 S 4 Vinyl Low -E Double Yes 0.34 0.3 36.2 W 1 ft 2 in 7 ft2 in Drapes/blinds Exterior 5 5 S 5 Vinyl Low -E Double Yes 0.34 0.3 8 0 ft' 1 ft 2 in 15 ft 4 in Drapes/blinds Exterior 5 6 S 5 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 2 in 17 ft 8 in Drapes/blinds Exterior 5 7 W 9 Vinyl Low -E Double Yes 0.34 0.3 21.3 W 7 ft 2 in 1 ft0 in Drapes/blinds Exterior 5 8 W 6 Vinyl Low -E Double Yes 0.34 0.3 4.7 ft' 1 ft2 in 1 ft 4 in Drapes/blinds Exterior 5 9 W 6 Vinyl Low -E Double Yes 0.34 0.3 36.0 ft' 1 ft2 in 1 ft 4 in Drapes/blinds Exterior 5 10 W 7 Vinyl Low -E Double Yes 0.34 0.3 24.0 ft' 1 ft 2 in 12 ft 8 in Drapestblinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 466 W 466 W 66 ft 9.3 ft 1 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0005 2108.9 115.78 217.73 .4494 8.1969 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V--- Supply -- Location R -Value Area Return-- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 321.6 ft Attic 80.4 ft' Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan [r ], Feb Mar HeatinJan l l Feb Mar Ventin Jan [ ] Feb X Mar Ceiling Fans: r Apr ( IMMa ri Jun ri Jul ri Au ri Se [ ]Oct Nov Apr I ay Jun Jul AuSeP [ ] Oct fXNov A r ( Ma Jun Jul Aug Se IX] Oct [X1 Nov r Dec Dec Dec 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/8/2017 8.32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft= 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U -Factor: N/A SHGC: d. N/A c. U -Factor: N/A SHGC: a. Under Attic (Vented) d. U -Factor: N/A SHGC: c. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 4622 Eureka Lane, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior R=7.0b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 2 d. N/A Area 10. Ceiling Types No a. Under Attic (Vented) 1608 b. N/A Area c. N/A 240.25 H= 11. Ducts a Sup: Attic, Ret: Attic, AH: Garage ft= None kBtu/hr12. Cooling systems fl= a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. other (see details) R= n= Area R=13.0 13. Heating systems R=7.0 a. Electric Heat Pump 1.699 ft. 224.00 fl= 0.300 ft= Area 14. Hot water systems 540.00 fl= a. Electric 466.00 ft= ft= R= b. Conservation features 80.00 fl= R fl= None kBtu/hr 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 31 lUI I Address of New Home:(, a., yu fel4A kA4% City/FL Zip: Insulation Area R=13.0 1372.70 ft= R=7.0 681.33 ft= R=13.0 224.00 fl= R= ft= Insulation Area R=38.0 1068.00 fl= R= ft= R= fl= R fl= 6 321.6 kBtu/hr Efficiency 28.6 SEER:14.00 kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat f14E STq, FO. e. 0 a OWE J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report Job: 7497 CON01IOATINGW1rlo1mlc Date: 12.30.16 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Project Information For: DAVID WEEKLEY LOT 40 REAGANS POINTE 7497 Cooling Equipment Design Conditions Outdoor design DB: 92.4°F Sensible gain: 20012 Btuh Outdoor design WB: 76.3'F Latent gain: 3920 Btuh Indoor design DB: 75.0°F Total gain: 23933 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 22022 Btuh 110% of load Latent capacity: 4700 Btuh 120% of load Total capacity: 26723 Btuh 112% of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 41.9'F Heat loss: 19143 Btuh Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27689 Btuh 145% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.2 kW 92% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 76.1'F Entering coil WB: 63.1'F Entering coil DB: 69.7'F Capacity balance: 32 OF Economic balance: -99 OF J} Wr19 htsoft• 2017 -Feb -2715:23:26 A " f Right -Suite® Universal 2017 17.0.16 RSU24017 Pepe 1 es\DavidWeekley%Lot40ReaganPointe7497B%7497.rup Calc = MJ8 House faces: S DEL -AIR Component Constructions Job: 7497 M CotforoBlm c Date: 12.30.16 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Project• • For: DAVID WEEKLEY LOT 40 REAGANS POINTE 7497 Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 105 ft M Design TD (°F) 28 17 Latitude: 28°N BWh& Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: n 186 Daily range (°F) - 17 ( M) Method Simplified 2.32 Wet bulb (F) - 76 Construction quality Average 0.091 Wind speed (mph) 15.0 7.5 Fireplaces 0 986 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 30 0.340 0 9.55 287 29.5 886 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 It M etuh4F-'F M-'F/Btuh MAN BWh BWh& BWh Walls 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, s 36 0.340 0 9.55 348 11.9 434 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.17 ft overhang (5.2 ft window ht, 7.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 186 0.091 13.0 2.56 476 2.32 431 fnsh, 2'x4" wood frm, 16" o.c. stud a 426 0.091 13.0 2.56 1089 2.32 986 S 178 0.091 13.0 2.56 456 2.32 413 w 394 0.091 13.0 2.56 1008 2.32 913 all 1184 0.091 13.0 2.56 3028 2.32 2742 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum a 228 0.167 3.0 4.69 1069 3.21 732 board int fnsh s 176 0.167 3.0 4.69 824 3.21 565 w 204 0.167 3.0 4.69 957 3.21 655 all 607 0.167 3.0 4.69 2850 3.21 1952 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2'x4" 205 0.091 13.0 2.56 525 1.42 291 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, n 47 0.340 0 9.55 447 10.4 487 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium: 1.17 it overhang (5.2 ft window ht, 2 ft sep.): 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, a 30 0.340 0 9.55 287 29.5 886 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 It overhang (5 it window ht, 2 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 18 0.340 0 9.55 174 11.6 211 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium; 1.17 ft overhang (5.2 It window ht, 5.17 It sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, s 36 0.340 0 9.55 348 11.9 434 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.17 ft overhang (5.2 ft window ht, 7.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 8 0.340 0 9.55 76 11.9 95 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 It overhang (2 ft window ht, 15.3 ft sep.); 6.67 ft head ht wri httsoft• 2017 -Feb -2715:23.26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 1 es\DavidWeekley%Lot40ReaganPotnte7497B%7497.rup Calc = MJB House faces: S 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, s 16 0.340 0 9.55 149 11.9 186 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium: 1.17 It overhang (5.2 it window ht, 17.67 ft sep.); 6.67 It head ht 10C -v: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, w 21 0.340 0 9.55 204 12.4 264 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 7.17 It overhang (8 it window ht, 1 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, w 5 0.340 0 9.55 43 29.5 134 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.17 It overhang (1.3 It window ht, 1.3 It sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, w 36 0.340 0 9.55 344 29.5 1063 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium; 1.17 it overhang (4 it window ht, 1.3 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, w 24 0.340 0 9.55 229 29.5 709 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 It overhang (4 It window ht, 12.67 It sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type s 24 0.600 6.3 16.9 405 18.3 438 11 D0: Door, wd sc type n 18 0.390 0 11.0 196 11.9 212 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 1086 0.026 38.0 0.73 793 1.40 1523 gypsum board int fish Floors 20P -19c: Fir floor, frm Or, 6" thkns, carpet fir fish, r-19 cav ins, amb 80 0.050 19.0 1.40 112 0.70 55 ovr 20P -19c: Fir floor, frm Or, 6" thkns, carpet fir tush, r-19 cav ins, gar ovr 461 0.050 19.0 1.40 647 0.70 321 22A-cpl: Bg floor, light dry soil, on grade depth, carpet Or fish 73 0.989 0 27.8 2026 0 0 wri htsoft• 2017 -Feb -2715:23:26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 2 es%DavidWeekley%Lot40ReaganPointe74978%7497.rup Calc = MJ8 House races. S DEL -AIR Project Summary Job: Date: 7497 1230.16 WAIING•AIR CONDMONNIO Entire House By: BENTLEY OF DEL AIR HEATING & AIR CONDITIONING M Heating output 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY LOT 40 REAGANS POINTE 7497 Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 16888 Btuh Ducts 2255 Btuh Central vent (0 cfm) 0 Btuh pone) Humidification 0 Btuh Piping 0 Btuh Equipment load 19143 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftz) 1608 1608 Volume ft') 15607 15607 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 130 68 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Heating output Relative humidity 50 Moisture difference 47 gr/Ib Sensible Cooling Equipment Load Sizing Structure 16202 Btuh Ducts 3810 Btuh Central vent (0 cfm) 0 Btuh none) Air flow factor 0.050 Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmenf sensible load 20012 Btuh Latent Cooling Equipment Load Sizing Structure 2935 Btuh Ducts 985 Btuh Central vent (0 cfm) 0 Btuh none) Btuh Heating output Equipment latent load 3920 Btuh Equipment total load 23933 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 32 OF Backup: Input = 5 kW, Output = 17603 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr1 htsoft' 2017 -Feb -2715.23:26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 1 es\DavidWeekley%Lot4OReagenPointe7497B\7497.rup Calc = MJ8 House faces: S QEL--AIR Kners - u trimoro Right -M Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD. FL 3277111 PPhholne. 40077I60N665 Job: 7497 Date: 12.30.16 By: BENTLEY 1 Room name Entire House BED 2 2 Exposed wall 214.9 R 24.5 ft 3 Room height 9.6 ft 9.3 ft heat/cod 4 Room dimensions 1.0 x 137.0 ft 5 mRooarea 1631.5 ft' 137.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ftj Load number Btuh/ft'--'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t12C-Osw 0.091 n 2.56 2.32 233 186 476 431 0 0 0 0 G 2A-2ov 0.340 n 9.55 10.40 47 0 447 487 0 0 0 0 W 12C-Osw 0.091 a 2.56 2.32 456 426 1089 986 0 0 0 0 I -i 2A-2ov 0.340 a 9.55 29.54 30 0 287 886 0 0 0 0 11 W 13A-3ocs 0.167 a 4.69 3.21 228 228 1069 732 121 121 567 389 y 12C-Osw 0.091 s 2.56 2.32 233 178 456 413 0 0 0 0 2A-2ov 0.340 s 9.55 11.58 18 4 174 211 0 0 0 0 2A-2ov, 0.340 s 9.55 11.92 36 0 348 434 0 0 0 0 13A-3ocs 0.167 s 4.69 3.21 223 176 824 565 107 87 410 281 2A-2ov 0.340 s 9.55 11.92 8 0 76 95 4 0 38 48 2A-2ov 0.340 s 9.55 11.92 16 0 149 186 16 0 149 186 11,10 0.600 s 16.86 18.27 24 24 405 438 0 0 0 0 12C-0sw 0.091 w 2.56 2.32 456 394 1008 913 0 0 0 0 100-v 0.340 w 9.55 12.38 21 13 204 264 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 5 0 43 134 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 36 0 344 1063 0 0 0 0 1qJ 13A-3ocs 0.167 w 4.69 3.21 228 204 957 655 0 0 0 0 Y-6 2A-2ov, 0.340 w 9.55 29.54 24 0 229 709 0 0 0 0 fi 12C-Osw 0.091 2.58 1.42 223 205 525 291 0 0 0 0 D 11 DO 0.390 n 10.96 11.88 18 18 196 212 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 1086 1086 793 1523 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 80 80 112 55 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 461 461 647 321 0 0 0 0 F 22A -cd 0.989 27.79 0.00 546 73 2026 0 137 25 681 0 6 c) AED excursion 187 7 Envelope loss/gain 12883 12193 1845 910 12 a) Infiltration 4005 1290 444 143 b) Room ventilation 0 0 0 0 13 Irdemal gains: Occupants @ 230 4 920 0 0 Appliartces/other 1800 0 Subtotal (lines 6 to 13) 16888 16202 22891 1053 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16888 16202 2289 1053 15 Duct loads 13% 24% 2255 3810 5% 5% 114 53 Total room load 19143 20012 2404 1106 Air required (cfm) 953 953 120 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7ghtsoTt- 8 Right -Suite® Universal 2017 17.0.16 RSU24017 2017 -Feb -27 1 Page es\DavidWeekley\Lot4OReagenPointe7497B\7497.rup Calc = MJ8 House faces: S DEL --AIR tomo-=eormrorno Right -M Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY. SANFORD. FL 32771 PPhhND40 I60N665 Job: 7497 Date: 12.30.16 By: BENTLEY 1 Room name BATH 2 FOYER 2 Exposed wall 125 R 25.0 R 3 Room height 93 ft heat/cod 9.3 It heat/cool 4 Room dimensions 6.0 x 9.0 ft 1.0 x 216.4 ft 5 Room area 54.0 ft' 216.4 ft' Ty Construction U -value Or HTM Area (ftl Load Area (ft) Load number Btuh/ft'-'F) Btuvft2) or perimeter (H) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VjJ M-osw 0.091 n 256 232 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 n 9.55 10.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 256 232 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.55 2954 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 a 4.69 3.21 0 0 0 0 107 107 502 344 V J 12C-0sw 0.091 s 2.56 232 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 11.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 wJ 13A-3ocs 0.167 s 4.69 3.21 56 52 243 167 60 36 171 117 2A -20v 0.340 s 9.55 11.92 4 0 38 48 0 0 0 0 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 Ili- GGpI 11.10 0.600 s 16.86 18.27 0 0 0 0 24 24 405 438 Vb12C 0.091 w 256 232 0 0 0 0 0 0 0 0 10C_V-v 0.340 w 9.55 1238 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 LG 13A-3ocs 0.167 w 4.69 3.21 60 60 284 194 65 65 305 209 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 256 1.42 0 0 0 0 98 80 204 113 D 11D0 0.390 n 10.96 11.88 0 0 0 0 18 18 196 212 C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F 20P -19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 20P -19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22Atd 0.989 27.79 0.0D 54 13 347 0 216 25 695 0 6 c) AED excursion 12 78 Envelope loss/gain 912 397 2478 1355 12 a) Infiltration 226 73 453 146 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1139 470 2930 1501 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1139 470 2930 1501 15 Duct loads 50/9 50/0 57 23 50/0 50h 147 75 Totalroom load 1196 493 3077 1576 Air required (dm) 60 23 1 1 153 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A(,A # wrightsOft' Right -Suite® Universal 2017 17.0.16 RSU24017 2017 -Feb -27 15:23:26 Pape 2 es%DavidWeekley\Lol40ReagenPoinle74978\7497.rup Calc a MJ8 House faces. S DEL --AIR HUM• am rnaortnura Right -M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-831-2665 Job: 7497 Date: 12.30.16 By: BENTLEY 1 Room name STUDY STORAGE 2 Exposed wall 10.9 ft 120 ft 3 Room height 9.3 ft heat/cool 97 ft heat/cool 4 Room dimensions 1.0 x 138.4 ft 1.0 x 50.8 ft 5 Room area 138.4 ft' 50.8 H' Ty Construction U -value Or HTM Area (ftp Load Area (tt Load number Btuh/ft'-'F) Btuh/ftl or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t_f 12C-Osw 0 091 n 2.56 2.32 0 0 0 0 68 68 174 157 2A-2ov 0.340 n 9.55 10.40 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 a 2.56 2.32 0 0 0 0 0 0 0 0 IL; 2A -2w 0.340 a 9.55 29.54 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 a 4.69 3.21 0 0 0 0 0 0 0 0 y 12C-Osw 0.091 s 2.56 2.32 0 0 0 0 0 0 0 0 2A-2ov 0 340 s 9.55 11.58 0 0 0 0 0 0 0 0 II--- fGa 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 yl 13A-3ocs 0.167 s 4.69 3.21 0 0 0 0 0 0 0 0 DCG, 2A -2w 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 11,10 0.600 s 16.86 16.27 0 0 0 0 0 0 0 0 WW 12C-Osw 0.091 w 2.56 2.32 0 0 0 0 49 49 124 112 I --G 10C -v 0.340 w 9.55 12.38 0 0 0 0 0 0 0 0 2A -2w 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 L- GG 2A-2ov 0 340 w 9.55 29.54 0 0 0 0 0 0 0 0 yJ 13A-3ocs 0.167 w 4.69 3.21 102 78 367 252 0 0 0 0 6 2A -20v 0.340 w 9.55 29.54 24 0 229 709 0 0 0 0 R 12C-Osw 0.091 2.56 1.42 126 126 321 178 0 0 0 0 O 11D0 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B -Mad 0.026 0.73 1.40 0 0 0 0 51 51 37 71 F 20P -19c 0.050 1.40 0.70 0 0 0 0 32 32 44 22 F 20P -19c 0.050 1.40 0.70 0 0 0 0 19 19 27 13 F 22Acpl 0.989 27.79 0.00 138 11 303 0 0 0 0 0 6 c) AED excursion 335 22 Envelope loss/gain 1221 1474 406 354 12 a) Infiltration 199 64 227 73 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1420 1538 1633 427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1420 1538 633 427 15 Duotloads 5% 50/0 71 77 201/o 31% 130 131 Total room load 1491 1615 762 558 Air required (cfm) 74 77 38 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4AwrigFstsoft' 2017 -Feb -27 15,23:26 Right -Suite® Universal 2017 17.0.16 RSU24017 ape3 es\DevidWeekley\Lot4OReaganPointe7497B%7497.rup Cele - Wit House faces- S QEL-AIR Right -J® Worksheet Job: 7497 1111100101M x'°"'° Entire House Date: 12.30.16 DEL AIR HEATING & AIR By: BENTLEY CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-831-2665 1 Room name MASTER W.C. MASTER SUITE 2 Exposed wall 7.0 ft Z7.0 It 3 Room height 9.7 ft heal/cool 9.7 it heal/cool 4 Room dimensions 3.5 x 7.0 It 1.0 x 203.8 It 5 Room area 24.5 it' 203.8 ft' Ty Construction U -value Or HTM Area (ftj Load Area Oil Load number Btuh/ftL'F) Btutvft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t12C-0sw 0.091 n 2.56 2.32 0 0 0 0 165 118 302 274 C 2A-2ov 0.340 n 9.55 10.40 0 0 0 0 47 0 447 487 VG12C-0sw 0.091 a 2.56 2.32 0 0 0 0 97 97 248 225 2A-2ov 0.340 a 9.55 29.54 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 a 4.69 3.21 0 0 0 0 0 0 0 0 Vj 12C-0sw 0.091 s Z.56 2.32 0 0 0 0 0 0 0 0 2A -2w 0.340 s 9.55 11.58 0 0 0 0 0 0 0 0 II ----GG 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 13A-3ocs 0.167 s 4.69 3.21 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 955 11.92 0 0 0 0 0 0 0 0 11,10 0.600 s 16.86 18.27 0 0 0 0 0 0 0 0 V V 12C-0sw 0.091 w 2.56 Z.32 68 68 174 157 0 0 0 0 10C -v 0.340 w 9.55 1238 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 T-G2A-2ov 13A-3ocs 0.167 w 4.69 3.21 0 0 0 0 0 0 0 0 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 0 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 25 25 18 34 204 204 149 286 F 20P -19c 0.050 1.40 0.70 14 14 20 10 34 34 48 24 F 20P -19c 0.050 1.40 0.70 11 11 15 7 170 170 238 118 F 22Atd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 120 Envelope loss/gain 226 196 1432 1293 12 a) Infiltration 132 43 510 164 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 358 239 1942 2287 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 358 239 1942 2287 Duct loads 1200/9 31% 73 73 20% 31% 398 704 r Total mom bad 432 312 2340 2991 Air required (cfm) 21 15 1 1171 142 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft' 2017 -Feb -27 1 Right -Suite® Universal 2017 17.0.16 RSU24017 Pg Page 4 es\DavidWeekley\Lot40ReaganPointe7497B\7497.rup Calc - MJ8 House faces: S g DEL --AIR Totem • M cormrinr w Right -M Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY. SANFORD. FL 3277111 PPhhNrD40077-80N665 Job: 7497 Date: 12.30.16 By: BENTLEY 1 Room name POWDER MASTER BATH 2 Exposed wall 7.5 ft 7.0 ft 3 Room height 9.7 ft heal/cool 9.7 ft heaVcool 4 Room dimensions 3.5 x 7.5 ft 1.0 x 90.3 ft 5 Roan area 26.3 ft' 90.3 ft' Ty Construction U -value Or HTM Area (ftj Load Area (ft) Load number BtuWft'-•F) Btuhlftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V f 12C-Osw 0.091 n 256 2.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.55 10.40 0 0 0 0 0 0 0 0 y12C-Osw 0.091 a 2.56 2.32 73 73 186 168 0 0 0 0 2A-2av 0.340 a 9.55 29.54 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 a 4.69 3.21 0 0 0 0 0 0 0 0 VjJ 12C-Osw 0.091 sZ.56 2.32 0 0 0 0 0 0 0 0 ZA-2w 0.340 s 9.55 11.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 13A-3ocs 0.167 s4.69 3.21 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 955 11.92 0 0 0 0 0 0 0 0 11,10 0.600 s 16.86 18.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.56 2.32 0 0 0 0 68 63 162 147 10C -v 0.340 w 9.55 12.38 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 5 0 43 134 2A-2ov 0.340 w 9.55 2954 0 0 0 0 0 0 0 0 gyp/ 13A-3ocs 0.167 w 4.69 3.21 0 0 0 0 0 0 0 0 t -C 2A -2w 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 0 11D0 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B -3W 0.026 0.73 1.40 26 26 19 37 90 90 66 127 F 2OP-19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 26 26 37 18 9D 90 127 63 F 22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 49 Envelope loss/gain 242 210 398 520 12 a) Infiltration 142 46 132 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 384 256 530 563 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 384 256 530 563 15 Dud bads 20% 31% 79 79 201/6 31% 109 173 Total room load 462 335 639736 Air required (cfm) 23 16 32 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft- Right -Suite® Universal 2017 17.0.16 RSU24017 2017 -Feb -27 15:23: Aarlk26 es%DavrdWeekley\Lot4OReaganPoinle7497B%7497.rup Calc - MJ8 House faces: S 9 QEL-AIR Right -J® Worksheet Job: 7497 Entire House Date: 12.30.16 DEL AIR HEATING & AIR By: BENTLEY DNG 531 CODISCO WAY. SANFORD. FL 3277111Oone. 40077ION665 1 Room name DINING/FAMILY KITCHEN 2 Exposed well 63.0 It 18.5 If 3 Room height 9.7 If heat/cool 9.7 ft heat/cool 4 Room dimensions 1.0 x 425.8 ft 1.0 x 264.5 It 5 Room area 425.8 ft' 264.5 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ftl Load number BtuNft'-'F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 y 12C-Osw 0.091 n 2.56 2.32 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 n 9.55 10.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.56 2.32 189 174 445 403 97 82 210 190 G 2A-2ov 0.340 a 9.55 29.54 15 0 143 443 15 0 143 443 11 W 13A-3ocs 0.167 a 4.69 3.21 0 0 0 0 0 0 0 0 qJ 12C-Osw 0.091 s 2.56 2.32 233 178 456 413 0 0 0 0 GG 2A-2ov 0 340 s 9.55 11.58 18 4 174 211 0 0 0 0 II 2A-2ov 0.340 s 9.55 11.92 36 0 348 434 0 0 0 0 wJ 13A-3ocs 0.167 s 4.69 3.21 0 0 0 0 0 0 0 0 ZA-2w 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 ISL-GGp 2A-2ov 0.340 s 9.55 11.92 0 0 0 0 0 0 0 0 11,10 0.600 s 16.86 18.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.56 232 169 132 337 305 82 82 211 191 10C -v 0.340 w 9.55 12.38 21 13 204 264 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 29.54 36 0 344 1063 0 0 0 0 T 13A-3ocs 0.167 w 4.69 0 0 0 0 0 0 0 0 G3. 21 2A-2ov 0.340 w 9.55 29.54 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B -3W 0.026 0.73 1.40 426 426 311 597 265 265 193 371 F 2OP-19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 0 0 0 0 145 145 203 101 F 22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 23 31 Envelope loss/gain 2762 4157 960 1327 12 a) Infiltration 1190 383 350 113 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 10 1200 Subtotal (lines 6 to 13) 3952 5230 11310 2639 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3952 5230 1310 2639 Duct loads 20% 31%1 810 1609 201/6 31% 268 812 r Total morn load 4762 6839 1578 3451 Air required (cfm) I 1237 326 1 1 78 164 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C, wrigF,ttsoTt' Right -Suite® Universal 2017 17.0.16 RSU24017 2017 -Feb -27 1 Pape 8 es\DavidWeekley\Lol4OReaganPointe7497M7497.rup Calc = M.18 House faces: S DEL -AIR Duct System Summary N MC • SIB CONOmON01C Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY LOT 40 REAGANS POINTE 7497 Job: 7497 Date: 12.30.16 By: BENTLEY Supply Branch Detail Table Name Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.201 in/100ft 0.201 in/100ft Actual air flow 953 cfm 953 cfm Total effective length (TEL) BED 2 169 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 1196 60 23 0.204 5.0 Ox 0 VIFx 46.8 120.0 st2 BED 2 h 2404 120 53 0.201 7.0 Ox 0 VIFx 49.3 120.0 st2 DINING/FAMILY c 3420 119 163 0.248 7.0 Ox 0 VIFx 27.3 110.0 st3 DINING/FAMILYA c 3420 119 163 0.240 7.0 Ox VIFx 31.5 110.0 st3 FOYER h 3077 153 75 0.210 7.0 Ox 0 VIFx 41.7 120.0 st2 KITCHEN c 3451 79 164 0.254 7.0 Ox 0 VIFx 23.8 110.0 st3 MASTER BATH c 736 32 35 0.247 4.0 Ox 0 VIFx 27.8 110.0 st3 MASTER SUITE c 2991 117 142 0.239 7.0 Ox 0 VIFx 32.5 110.0 st3 MASTER W C. h 432 21 15 0.237 4.0 Ox 0 VIFx 33.6 110.0 st3 POWDER h 462 23 16 0.238 4.0 Ox 0 VIFx 32.9 110.0 st3 STORAGE h 762 38 27 0.233 4.0 Ox 0 VIFx 35.9 110.0 st3 STUDY c 1615 74 77 0.224 6.0 Ox 0 VIFx 32.1 120.0 st2 wri htsoft• 2017 -Feb -2715:23:26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 1 es\DavidWeekley\Lot4OReaganPointe7497B\7497.rup Calc = MJ8 House faces S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 407 228 0.201 518 12.0 0 x 0 VinlFlx st1 st3 Peak AVF 546 725 0.233 678 14.0 0 x 0 VinlFlx st1 st1 Peak AVF 953 953 0.201 683 16.0 0 x 0 VinlFlx wri htsoft• 2017 -Feb -2715:23:26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 1 es\DavidWeekley\Lot4OReaganPointe7497B\7497.rup Calc = MJ8 House faces S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx wri htsoft• 2017 -Feb -2715:23:26 9 Right -Suite® Universal 2017 17.0.16 RSU24017 Page 2 4CA...es\DavidWeekley%Lot40ReaganPointe7497B17497.rup Calc - MJ8 House faces: S FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 4622 Eureka Lane Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1 2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, 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/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (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. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. O R403.2.2 Sealing (Mandatory)0,11 ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w g (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. D R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heal 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 Ya inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.6 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: LOT 40 REAGAN POINTE 7497 Builder Name: DAVID WEEKLEY Street: 4622 Eureka Lane Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/8/2017 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 40, REAGAN POINTE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4622 Eureka Lane t= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 2457 sq It (100%) Impervious Area= 1190 sq R (48%) Pervious Area= 1267 sq ft (52%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan ZONIN BATE OAK- f -o (DrV V4 s h9 I- konut wok Barba &S and i" vt ery lois areal 6iw vvi . C located on Lot 38 ODollor General nL lIV T- i ?.Ford Burl 622 EUREKA LANE SANFORD, FLORIDA 32773 C34 R=270.00'(P) L=50.88'(P) A=10°47'52"(P) Chord Bearing= S 48°22'49" W 50.81'(P) LQ moo, o• ` SG\ Lot 39 . a C, :.• Lot 40 .''.':. Ogr 4` •.•. O CGS ( 1 cSa.... aq or 4` 11q Pis OJ A a 3 C. h N Bio> 1- t r W E a S C36 R=10.00'(P) L=15.34'(P) A=87°52'35"(P) Chord Bearing= S 86°55'11" W 13.88'(P) L1 N 49°08'32" W 29.19'(P) Tract " H Open Space/Recreation Common Area) t I d s t9a 2/288017 I Date Completed: 2/28M17 Drawn By: M.C. I File Number.IS-35071 PP Legend C Calculated PC - Point of dsvBaaa CFB Centellrtaconcraa Block PQ Papa CM conaete Monument PI - Paint of Intersection P.O.B. - Point of Beginning Conc. concreas U - Point an D Desculplbn PP - Power Palo DE Dralnaga rnEaserrr PRM • Permanent RslaaKe Evora. onument Fedeora l Ctmapasy PT - Point of Tatgasy Management Agency R . Radius FFE Finished Hoa Elevation Rad • Redu Food Found RdC - Reber 8 Cep IP Iron Pipe Rae • Recovesef L Lenre) gth (A Rld - ROOtaO M Mo. Sal • Sot %* Reber & N&D Nag b Disk Rebm Cap -LB 7621' N.R. Non-Redlsl Typ • TYpkzl ORB Official Rttt>ads Book UE - Utility Easemad P Plat wed • Water Mata P.B. Plat Book a - Datta (Central Angel b Wood Futon 40— • Chain Link Fara 6 \ ? ' 14- o• p , a Ci a F QQ G rat PaQ This is NOT a Boundary Survey Is Based upon the Legal Description Suppled by Client 9 ruperUo Deeds have NOT been Researched for Gapi,Overlaps and/or Hiatus t to any Easements and/or Restrictions of Record. r bash shown hereon o Assumed and Based upon the Uri° Denoted wIN a n)a' ig Ties are NOT to be used to reconstruct Property Lines Dwnershrp is NOT determined verhangs. Underground Utilities and/or Footen have NOT been located UNLESS se noted Tanks and/or Dralnfield locations are approaimne and MUST be verified by tete Uuhty location Companies. Tres Survey for Purposes other than Intended Without Written Verification, Will be sees Sole Risk and without Liability to the Surveyor. Nothing Hereon shall be ed to go" ANY Rights or Smellis to Anyone Other than those Certified. POINTS OF INTEREST. DSED DRIVEWAY AND SIDEWALK CROSSES S' VTIUTY RENT. Graphic Scale 10 26' 40' Scale: 1'=20' Trtie and Comid to the Boal d my Knov4rdga and Bullar as securely Stmnydl undor my Direction on aro Data Shown. Dowd on Information furnished to Mo as Notod and Confomro to thio Standards of Proctloo for Lard Survoyb M the State of Florida as stxadonce with Chapter 5.y17 0.52 Florida Administrative Codes. Pursuant I Ion 472 7 Florida Statutes. K Ipf lP 1ii no. s FDI erase TNIFIR Patrick K. Irelan-.toaoP• 6637 LB 762; This Survey is intend Y use of Said Certified Parties Thio NOT VALID ilk and Embossed with Sury Seal Ireland & Associates Surm ing, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurvoying.com Office -407.678.3366 Fax -407.320.8165 4• .SAN to s war FReo,go.n's Pointe Lo -t 40 RECORD COPY Residential Load Demand General Method 1617 square feet X 3VA = 4851 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9351 VA First 3000VA @ 100%...........3000 VA Remaining @ 35% ................2223 VA total 5223 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,493 VA - 240V= 144 amps= 150 amp service Model 7497 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 OO\LDING SANFORD 17'73 1 42X42 A/C S LAB BY B LR I N u: g=-, 2' FRO% ALL 15•0.-O SMU EE JOGR 3 3; R 2CAR N GARAGE NO FLEX DUCT ALLOWED IN GARAGE 2.5 TON VW8KW Q240V 1Pi4 Ducts in the garage and platform by ducts penetrating the walls plz•1 or ceilings separating the dwelling from the garage 18x10 plen shall be contstructed of kale .11/8"=11,13" shall No. 26 gage sheet 2202 rad _ steel, 1-inch minimum rigid 6" nonmetallic duct board, or other approved material and ac shall have no openings into 4' the garage. 11 HHH11111"I t 71. FBCR R302.5.2 CL i4 --- AL N If duct is above the ceiling, flex is permitted STUDY - Q _ 11444 rag -- A _ LC vII-D IV 1 5X6 1v , ° 7 s aORD cow s , w 666 • i 2 Hffi;DVJL 7 frI 12x6 1 wcd s V a• - 12" 75 12X a.g E 4 5" 1 t2 0Z rag 10 B H2 ' 6E RM 2 O 61 5X6 I%vcd 1 6 tSO=fi; , 55 1+-FT/wE DE!: 1 TO MILW i - WG'+1i 97`t 1 tYUB a sr-ctirEF 3" bat ducfl,2I`;1,I 345-i`4 Q4F r=•• ar•' to roof cap w/fan Nutone 696RNB FIRST FLOOR BUILDER: DAVID WEEKLEY REVISIONS bel Air PLAN : 7497 DATE BY Heatinq, Air Condltloninq & &rigeratlon,lno• LOT 40 02.27.17 JB 4 531 Codi%o Wat, SUBDIVISION REAGAN POINTE I Sanford Fl. 52771 DATE: 01.18.17 phone: 407-831-2665 DRAWN BY: BENTLEY Fax: 407-333-3853 QT.•' OWNERS RETREAT i A. 5 Twcdm2; 3 ZaKCL ° S , 1 US i Wcd 40CU U 446. 2k.. WALL z 0 ;. 0 c 12 i —1 a . 8xx 1 w 4" U g^ 0 Z 15 ` "'4' .? CLaCL b1NNERO ' x D Cz BATH ' ' W a ' a' o- a S i 4 1D16d Z m co VMB co 1 dryer duct e _ r o. roor cap ld"r ventbox 2 is IlY +c 17"kl1oherl vent D 'a'' ,VEN o roor cap9 ° KITC EN 13 L"- 1 r — 124 I'wcd / I? L IIV G • 2 J I1 T V I t ! OiY ala LOWED cr 0 34IrTH HVWL = er 6 S 7" Cb 7" DINING 56 'I w cd X21 iwcd 1~AMEY 1-0 OFFr LL N F Eo TO GaL NN W13T.-1 11 HIG-i G32VA CRA1 i.R 25r1 NOTE TO BUILDERWLIST PRO\ADE UNRESTRICTED 1 INCH UNDERCUT BELOVV DOORSTO HABITABLE ROOMS Transferducts/grills sized in compliance o4lh Florida Residential Building Code-M1602.4 belanced,relurn air. EXCEPTIONS 1.3. uo SECOND FLOOR BUILDER: DAVID WE.EKLEY REVISIONS ne) Air PLAN 7497 DATE BY HcAlnq. /fir CorAloninq & cfrigeration,lnc. LOT 40 02.27.17 JB 531 Codisco Waq SUBDIVISION REAGAN POINTE Sanford F1, 52711 DATE: 01.18.17 phone; 407-831-2665 DRAWN BY: BENTLEY Fax! 407-555-5595 r L Ld N J v LLJ a- 0o LLJ N c LLJ c 0 r Z3 Z Q Q N U a U Q f— Q + Z T of Q LLJ LLJ i z 0 Z a, LLJ Z L N 0 O Q J c LTJ 0- N C V) (9) LLJ c N V) f) Z3 LLJ o V) . n L Q N 3 J Q RECORD COPY 24' 4'4' 19'8' d i f^-6' 18' 1st FLOOR TRUSS LAYOUT #11 - 1 3 1 >j 2nd FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 p 4-3/16' HEEL I BRIG. 16' OVERHANG PlUM6 CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF 0 - 9'-4' HEIGHT 6) THA422 20•-8' HEIGHT 0'-0' HEIGHT 0'-0' HEIGHT NOTE IT IS THE RESAGN519WTY OF THE BUILDING DESIGNER OR ARDpTECT TO FRONDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL OOM=:RATION5 FOR MECHANICAL EOUPMENT AND/OR PIUYBING (AND 11EBR OOIOECIIG6 IN TRUSS SPACE MUST E OW7tAYY BY BUIDOt ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS YANUFACIURDt MOOSE RESPONSIBILITIES ARE LUTED TO THOSE OESOIBFD N WICA 1-1YW3 'oE.vON RESP=UnES'. AOOORO"0* R DISCLAIMS ANY ESPONSIBWTIES A10/ON UI FIY FOt TINE CONSTRUCTION DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND 9RACNG OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAIGMti ERECTION AND/bt PERNMENT BRACING IS DING ERECTION GRACING OWN IS ALWAYS REQUIRED TO NT TOPPLING AND DNINONC DURING ERECTION; AND WENT BRACING MUCH MAY E REOUI IED N SPECIFIC Anams SEE 'GIDE TO COW PRACTICE FOR HANDLING. LNG. REWRAoONG ! BRACING OF METAL PLATE CONOECTEI TRUSSES RECOMMENDATIONS' 2006) FOR FURTHER INFORMATION. ES SHALL E INSTALLED N A STRAIGHT AND PLUMB DNN WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP RR BOTTOM CHORDS THEY SHALL E BRACED AS SPECIFIED E ENGINEERED DESIGNN, TRUSSES SHALL E HANDLED WITH NAD.E CARE DURING ERECTION TO PREVENT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACLU -SPAN TRUSS CO - 407 -321-1440 386-872-5098 352-557-4901 O. 407-321-1440/386-872-5098/352-557-4901 I ONGWOOD / ORMOND BEACH / MASCOTTE DAVID WEEKLEY HOMES ATB NAME 7497 - B LOT/BUC/SUBDIY LOT 40 REAGAN POINTE SCALLEDATE ORAWII DY JW NUMBER 2-28-17 CRH 15576 This document has been electronicaty signed using s OigfLt SignaW re. Printed copies without an original signature -,,at be verified using the original electronic version. Alpine, an ITW Company ,M "• 2400 Lake Orange Drive Suite 150 Orlando FL 32837 A H. Florida Engineering Certificate of Authorization Number: 0 27 \/`•" •••ENS •••. r/ CNFloridaCertificateofProductApproval # FL1999 ' G 11 l= '•• L Page 1 of I Document ID:1 VYQ408-23401082714 J % /- No. 70861 Poi to f1557g-fAW i0F - EEKL Truss Fabricator: Accu -Span Truss Company Job Identification: 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Truss Count: 32 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STO) Engineering Software: Alpine Software,Version 15.01. Structural Engineer of Record: The i dent i ty of the structural EOR did not exist as of Address: the seal date per section 61G1S-31.003(58) of the FAC Minimum Design Loads: Roof - 37.0 PSF E 1.2S Duration Floor - S5.0 PSF • 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14030EC1-GBLLETIN-STRBRIBR-VAL18010-DEFLCAWB- Ref Description Drawin # Date 1 26238--A1 17059366 02/28/17 2 26239--A2 17059361 02/28/17 3 26240--A3 17059352 02/28/17 4 26241--A4 17059345 02/28/17 S 26242--A4A 17060007 03/01/17 6 26243--B1 17059344 02/28/17 7 26244--B2 17060002 03/01/17 8 26245--F1 17059362 02/28/17 9 26246--F1A 17059367 02/28/17 10 26247--F2 17059354 02/28/17 11 26248-42A 17059353 02/28/17 12 26249--F3 17059365 02/28/17 13 26250--F4 17059363 02/28/17 14 26251--F5 17059356 02/28/17 15 26252 --FSA 17060003 03/01/17 16 26253--F6 17059360 02/28/17 17 26254-46A 17059355 02/28/17 18 26255--F7 17059358 02/28/17 19 26256--F8 17059357 02/28/17 20 26257--F9 17059364 02/28/17 21 26268-49A 17059368 02/28/17 22 26259--FG7 17059359 02/28/17 23 26260-462 17059351 02/28/17 24 26261--EJ7 17059349 02/28/17 25 26262--CJ1 17059348 02/28/17 26 26263--CJ1A 17060004 03/01/17 27 26264--CJ3 17059347 02/28/17 28 26265--CJ3A 17060005 03/01/17 29 26266 --CJS 17059346 02/28/17 30 26267--CJSA 17060006 03/01/17 31 26268--HJ7 17059350 02/28/17 32 26269--HJ7A 17060001 03/01/17 Y -Lot 40 03/01/2017 William H. Krick Truss Design Engineer - 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 J,pING 0 SPNF010 FPAR lbb7b-/7497 - H -UAVIU WttKLY -- Lot 40 Reagan Pointe - Al ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 82 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 421' -high x 24'1 -wide clearance. MWFRS loads based on trusses located at least 11.84 ft. from roof edge. 3X4 (A1) = JAY- ono- 3X4 (A1) aS L "4- l4-- I_ 12-0-0 12-0-0 _1 i de 24-0-0 Over 2 Support R=1043 U=118 W=4" RL=150/-150 6-3 20-8-0 R=1043 U=118 W=4" 03/01/2017 Design Crit: FBC2014Res/TPI -2007 (STD) i H. PLT TYP. Wave FT/RT=O% O% /0 0 15 4.. '' QT :12 FL/ -/5/-/-/R/- Scale=.25"/Ft.' uInI1Nc1•• "`"° "'° `°"°' AU NOTES o; THIS olwll6lI ItTplUM" FURAPFURNISHTHIS DING 10 ALL CCMWIORS INCLUGINO TIE IIWT LERS. F •. a, TC LL 20.0 PSF REF R408-- 26238fy Trww r•pul.. ....1n r. -p, 0-0-9.•nlppinp, 1nat.111n0 br•tlnp R.r•r to roll tM bqa Mltl•r1 ofOCSI`(M,r1t. t1, 1I101npCbbor -t S./ety Inrorrl•tla by D9 ono nCAI for .•r•ty p-1• pr r O, 08 ' TC DL 7.0 PSF DATE 02/28/17 Unlss roOp.r fer-1p _ f1.,e[ a .... 11•rs sn•11 prwlW t••pr•ry lnp pr OCSI. o 1.,e. ' n"' ro» °'°°°"' ""`"'° """"`°' .n..tnl q "° "°ttt ere ° "' "" ' °"°'`" 1 11 br.tln01-m-I BC DL 10.0 PSF DRW HCUSR408 17059366 11 1 O 11 1I 1D r1;10 e•Illnp. Lloco °talonf . for ,oroo-t .t. ...Or.- or ••bs • novo Ri, 8T or810. .• •pplle.bl•. Apply plate. t° .•tn roto Or tru•• ono .s •Ileo) sna th, Joint 0•t.I l•. u o1rotooOtner.l... 01- to Orwlnp• 16OA-i for --rd plot• p°•ltlon- Q O • gp Q11 BC LL 0.0 PSF HC -ENG AK/WHK 01v1.1m ar In wllnO °1qCopw.•nt. trInt •n.n O• rot ....on.1C1. ror any O•v1a.On rAlp1n•, m Vw AN IrW C1t)Mp1WY Mwlnp..nr f.11er• Do11. tro 1- 1n tolr«-onto •ltn ANSI/IPI 1..r for b•rgllnp, fnlpylrq, 1rot•n•u en . br.c1 r trl-w. iY V `Y I. •• TOT . LD. 37 .0 PSF SEQN- 880010 WI °n -1. °lt.111p N e.yM p•0. I I.tlrp MO. .r. -In@. IHp1- .taptorl.e of profw.l•NI .11p1A..fl rwpo l.l l Ity »Iely for t ...I/1 Y1.o1. The wlt•bll lty •rl. w of -1.0rooln8 tior ory .tI1Ct1!• le CNNNNvS, DUR. FAC. 1.25 FROM RF UWLAtOr=FDr,Smrc130 rrprr18111ty , t11° w,llbing Doolg- ,or ANSI/TPI I S-2. ALIIO•'. NAL I NG 24.0" JREF- 1VYQ408_Z34OIIWAC. FL 32837 For - Inror-•tlol .•• tnl• Job', 9-1ro s p•" o-, tn••• o•b •It••. I FLCOAA)272 ALPINE ..-.1p.-... t• -:TPI. •e•.t,1n•t.orp..FCA: •-e ,-try.te.: ICC -.. t..r..erp illiam H. Krick Lic. Numbcr 70 6APAC 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Pointe - AL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X60 4X6-- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC Q 24" OC. MWFRS loads based on trusses located at least 11.72 ft. from roof edge. 3X4(A1) _ lj/%_IDAD— 3X4(Al )= 5-1 -3 0-8-0 R=988 U=119 W=4" I_ 11-0-0 12-O-QI_ 11-0-0 _I 24-0-0 Over 2 Support R=988 U=119 W=4" RL=139/-139 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15, WARNINGI•• IS" AM FOLIA ALL NOTES OM TNIS OW 061 IwonmT•• nMISN TN Is WMING 19 ALL cPITMCtaS lauume1E TIE INSTALLERS. Trp1w• roeelr. > t r In rrsr,e•c,.*, Mnel1.*, •n,w q. ,Ma•I11.* — Dr•t1.*. R•r•r co fi cM lotwt blclon err.Cslc(F,ne,ny C000.n•nt S•f.ty Inrrpal_, by 1P1 •,Ie RCA) for .ofNy proetl • o p•rfre,.* aMf. fu..t ,en>. I—II•r• N.11 pre",_ two.... D b,.* p•r KSI. Wlwf Mab e top mere sMll Mw or—,., .at•[n•e•t r,f:t r•1 •MKn1.* — - Loo —. •.... no"• • Propor ly Igle _III.*. L•eLL,eM New I.r perpoMnc"I•c•r•1 ... Int .f w_ N.11 now Dr•eing Iefc.Ilb p et. ce n loc. .1 " MI•r a D i pl•a•> cM J_eln.a ;;' 21 leor. —. w•M—+lw. Ff., —1.0. lc.Z 1<•,Wre plN• p_Ic 1•n•. MAIM • p9. ul.n or 17111 wllmnp Coopo—to 0re,a• Int. Nal M—penf,sl• rer 1ny e9. 6— r ICY a ,y towfoll"r. --le e.• In eonfrYne. -hn ANSI/TPI 1, pr for n. IM. NIPP Irq. w1.*. t AN IFW ODMpLNY Inco I—on • r.t,,,9 er [r„••.•. Rrl.* M .Mr P.O.II.t1.* W,I. or..Ie. 1-1— _NPV O. or Mf_I_I .0I-11WIMNI• l rwp l.11lty ool.ly rr IM ...Ign .1,.I. llr wlt•Nll lty _. w N NI• .tool.* for•17 tJtattw 1. 2r0DLALeOrapDF,Swte130 r..P l.11lty or eA. 9.16.1.*Owrly— PANSI/rPI 1 S-2. Orlando, FL 32837 For 9.r. lnror_ Im aa• j-'. 9—r..ro > pogo a,e Now 9.D sits: FL CA YD 2711 ALPINE: w•. •Ip,M,t•.ea t 191 w.tyln•a.rg, WTCA w.fet,M" y t ; ICC' >w.Ict>•re.rg ti7'_.i_''s OT) I. 08 1 AT O Q E t I F 6 NAIL aalw H. Krick LIc. Number 2 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 r0 6SPAC I NG 24.0" 03/01/2017 Scale=.25"/Ft. REF R408-- 26239 DATE 02/28/17 DRW HCUSR408 17059361 HC -ENG AK/WHK SEQN- 880006 FROM RF JREF- 1VYQ408_Z34 I0D/b-//4`J/ - b -UAVIU wLLKLT -- LOr 4U Keagan roinxe - A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6m 4X69z 3V A&, THIS DMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 3X4(Al) = Jam~ aAo 3X4(A1) m 4-M-3 0-8-0 U; ; R=988 U=239 W=4" I_ 9-0-0 J— 6-0-0 J— 9-0-0 _1 24-0-0 Over 2 Support R=988 U=239 W=4" RL=119/-119 03/01/2017 Design Crit: FBC2014Res/TPI-2007(STD) M H ' r''+•, PLT TYP. Wave FT/RT=096 096 /0 0 15 k 4.. '' QTY:2 FL/ -/5/-/-/R/- Scale=.25"/Ft. MARNINGI•• KW AID "u.09 ALL MOM ON THIS OWI1NI PIMTATIT•• CORIRACTO]S M INSTALLlRS. lr •; TC LL 20.0 PSF REF R408-- 26240FURNISH1NISYIARING10Kl. IIIrJ.IRIIN, y DATE 02/28/17 Tr,n000 roarylro • t •ro ,n 1—lc•t„q, n•nel-„p, •n,pp, M, lrocollln0 er•eln0. Rorer to roll aro Lt.a ..Ial•n :r'OC'_SI`(wnan. C,t<en S.f.a> Infxe.al.n, ey IPS — ntA) rer ..fa> r.cal . pr r o. 08 1 t TC DL 7.0 PSF p•rfOM,n. aM•. r,.,tt lent. 1Mt•1I.r• •n•I1 prw,M t•.por•r> Or•c,ee per ICS 1.,1e Maw • R DRW HcusRoos 1705935211ft -1 preperlV,•a lumS 61.1 r•1 '"' `":"° •ne eettnd I— •ft1lI n•... • or.per, ' rer I.t...l•r r er.elM Infc•I lo. ' BC DL 10.0 PSF rt O 11 a N ylO .11In, 1--l— pern•n•nn .Int w .11 n R], p or RIO. •. •.p1,eY1.. App., pl•t.f ce .otn f•te or trw. ero poo,tlon •• Msl •ro l•.. roaM etlNr lee. bror to dr—180MI i— --rd In. IaleMetM`Jelnc Oety, C Oti : Q BC LL 0.0 PSF HC -ENG AK/WHK 1111 AN TTW 00 WWY ss. n AIpI M, • 1 •f In IWllelnR Coopw,w, . Cre.o Inc. MANS Mt ee re•pon•, elo rer . Bev •tion e l,q, .M' f.,lur. to Bulla tM tru•• In conlereer,ce elan AIIS I/I 1 1, er ter nNllnp, .nlppinp, 1 TOT. LD. 37.0 PSF SEQN- 880002Ma.11.tlen. er.e,,,. .r tr-,.... NI •n N1. in, 0 er r..r •Ile II.t1M t l• nNlp. In.l..iM ....tial.. .r pr.f...l.nol .Iq1 11 r..p 16 .e1.1> r r aro Mlp elnidi. Par Tile •nitI > .r re N NI..r..1,y w .ry .t.. a.. 1• F • •• 1u,• e.• i s/ • DUR. FAC. h... 24WL16OMPDr.SIurcI50 Sm.16 dlbIl1t' r..pa Ulllt N tN. Building D..1 /IeF Par AI61 T1 1 See.t. 0r> MMtl re-` 1.25 FROM RF PACING 24.0" JREF- 1VYQ408 Z34Odmld° FL 32337 Fer ter. 1nf`r.oalol .•. tnl• ;" • R•Mr.l -11 ale'"` al» Bee .le:"` FLCOA402711 ALPINE -..e alp—i— e-. TPI: Bee tp, erp. STCA. ee- >. : IM •.re.wR illiam H. Krick Lie. Number 70 6FS 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Heagan Pointe - A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N1 Dense Webs 2x4 SP #3 Lumber value set '•138" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC E 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DRG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.00 TC- From 56 plf at 17.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 16.96 BC- From 20 plf at 16.96 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 240.39 Ib Conc. Load at 7.04,16.96 TC- 169.13 Ib Conc. Load at 9.09,11.09,12.91,14.91 BC- 454.27 Ib Conc. Load at 7.04,16.96 BC- 126.68 Ib Conc. Load at 9.09,11.09,12.91,14.91 Bottom chord checked for 10.00 psf non -concurrent live load. 6X6= 2X4 III 6X6= 4X6(A2) _ Zn -1 III OAOM `^`' ID 4X6(A2) = 1_ 7-0-0 _L 10-0-0 _1_ 7-0-0 J ile 24-0-0 Over 2 Support R=2086 U=537 W=4" 3-1)-3 0-8-0 R=2086 U=537 W=4" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 H. 6 TY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. Q M. AN IFW GOMNY 2/00LEit Oingt Dr,SwIt 3301 MARNINGI•• RAD AMO FOLLOD ALL MOTES a THIS WMIMOI . ': s 1lOIITANT•• FINNISH 1X15 OIAVING 10 ALL CO TRACIOCLSINCLUDING IMF INSTALLERS. n0, M,pr,n0, ,n .. I..q ° •e,np: 11.1- t roll p Ltwla••t lelw .r`NCSI`(wnunp Ce w•n S.r•b Inror..elon, •> T 1 •.e nW`ror r.q Dr•etl prl 0.700 i R p•rr•r...D an•>• f,•,otle.n. IMLN 1•r• >n•11 pr«,w twpor•rr ° •eNnp p•r I CSI. DIM— n.l•O 1. ••"' "'•' °`"°"'r • `•`"•' "'` "' '"••."'"o'"° N•twc. ` • •n•ll "«• • °r`°•rlr • ri Dl• •lllnD Loo•tlm ory r•r p•r..n•nn Lbr•1 •s •, f w t 11 •w or•o1•p 1--il•°` f•e ,en• p, p 7 X10, w •ppl, o••1• Applr Dl •t.• t• ••en f•to •r trw> o . plot* •> ltl ••••• tM Jo lnt D•t•ll>, rrl- net•. otMr-I s•. R•f•r to arw l„p• 180A -I f•f •<•MKO pl •t• pe•I<lon•. T r QAIlw • ol.l•,en er 111 w,la,nN Coywr.. • Gre.o Ine. -All rot w r••pou,•la For ryr a«.•tlw rr wl,q. •,y, r.11w, to elle tl.. tr»,. In oonror. .ltn ANSI/I°I T, er rw n.nalln0. •t,lmlm. ,. y ..» • .G` In•t.n.u•n . •rs,.q or vmw•. WI M NI• NrwIM N e•rT FIV• II.tIp till• NrwIM• INI•.tw MOytOI•. N pr.t•••Iw•I ore.-_ry` / 3 rwpw,•INI114 »INF Lr w r•Ip Yell. 11.. •Nlt•Nlllcr ar W N NI• Nrwll For .ro rtrtcd.. 1• L,jl• I••pe/l llltr K - a., Ing D.•lw- Door AMI/Tp 1 S•e.2. TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 26241 DATE 02/28/17 DRW HCUSR408 17059345 HC -ENG AK/WHK SEQN- 879998 DUR .FAC . 1.25 FROM RF SPACINGi) S 24.0" JREF- 1VYQ408 Z34adwicp,FL 72837 FLCOAOD278 D. .r.l b Poll. Fer ter• 'rarer.."" >w L.. ; ; VTw •"° ""'• "° "`•' ALPINE: 1p,m,t. w: TDI: •••.tP orp, CA: w. m,etrr.tw• Ice +•.. orV illiam H. Krick Lic. Number 70 03/01/2017 tl -VAVIV MC[RLT -- Lot 4U Keagan rolnme - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 56 plf at 7.00 to 56 plf at 17.00 TC- From 56 plf at 17.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 12.00 BC- From 20 plf at 12.00 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 120.75 Ib Conc. Load at 17.00 BC- -169.54 Ib Conc. Load at 17.00 In lieu of structural panels use purlins to brace all flat TC F 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 2X4 UI 4X6= 3X4 (A1) _ Y1 DAD= &^n ry 2X4 (A1) U Iy "4- L_ 7-0-0 J- 10-0-0 _L_ 7-0-0I cc _ I 24-0-0 Over 2 Support R=974 U=260 W=4" R=953 U=273 W=4" RL=99/-99 0-8-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 p Fi 4/ 4 TY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. A L AN 11'1M CCIAARANY 24MLNleQ Dr.SIIi,e1SD WARNING I•• FAD A IES aAMFOLIAll (DTNIS Obw(KI = IMPMART•• FIOISII THIS BRARIN0 lO ALL CONIRACIORS INCLUDING INE INSTALLENS. J` Tru.». r.A•,r. t r. ,n r..r,aa l,q. n».Ilny. ..,pp.nG. ;: ' u, fe n,:r:.r.r to f.11 0.708 1tM1.t«a »Itlon Of` GCSIa( Nul101np COy»rnt S.f•ty I -dotl•n..T • y pr«tl prl S e p.rferN,nG Yw • rule L.- IMt.1 l•r. mL. prey..• touper.ry •roc -9 per .CSI. Ynl.« rot» at mis top -4 h... nw. prap•r., . t.a1... .t- r.l ..••u.1n, ..w » ao .- .MI l . . prep-, • 1010 •111,q. Loa.tlen. `for p•r.rlr.c ..tor.1 .Inc of`- .11 M» • .c l,q Insall-` RS n or 0111, - Appl,a»le. Apply pl.[.. to - 1. of v-. r t.`elna 11:1.11.. ,.,1... •t.e .<,.r.l«. R•f.r to .1-9.16OA-Z for .t.n..r. ol.t. ».l< an. SBC lp.M. • .Irls.en er In W.l.. p COdpPMn . G,o p Ina. -1. » r•<p ..l. r•r o, ew.•t.•n r rwl,q. - & b_ is pu110 tM tra•• 101 0onfar..,lae •It. ANSI/1 1 ,. .r fx .rW11r.G• .011111110111 `A_..... 111•• G\ net.11.u» ..r.a l.p •r <rm.«. /. .• I on"I..r-Ir0 •r .Neer ~ II•tlly "I..r..lro. India- ..a" -.r Ilr t.••Irl •n11lrfll 0-16 SKY of • tpr tM rllln .Iwl. TM wlt.Nlllty 11111 w N Gl• N -Ili fpr .ro .TACt.f• 1. rtppl.11lq •f tll• ROII.Inp ON.IpIv Vol, ANSI/TPI 1 5•e.2. I TC LL TC DL BC DL LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 26242 DATE 03/01 /17 DRW HCUSR408 17060007 HC -ENG KD/WHK SEQN- 511315 DUR. FAC. 1.25 FROM RF ISPAC I NG 24.0" JREF- 1 VYQ408_Z34QbndD.FL 32137 FLCOA00Zn Far our. inror..t- .« tni. J-'. 9-1not.. p." .,1. arr« -a .1- ALPINE -.p.-.a-: TPI: w tp.-t-9..ICA a •»a.n...•try• : la: -- a••r••arp illiam H. Krick Lic. Number 70r6 03/01/2017 100/0-//11W - 10 -UAVIU wLLKLT -- LOX 4U Keagan r'OInxe - DI ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. HCl -4-0.1 L 9-0-0 J— 9-0-0 J 18-0-0 Over 2 Support R=765 U=185 W=4" RL=102/-108 4-M-3 20-8-0 a T R=677 U=152 W=4" 03/01/2017 Design Crit: FBC2014Res/TPI-2007(STD) H•__-M/ PLT TYP. Wave FT/RT=096 096 /0 0 15 TY:3 FL/ -/5/-/-/R/- Scale =.375"/Ft. ARMIMGI•• READ AND F%LOD ALL ROTES 00 THIS 11111ANI11G1 s, TC LL 20.0 PSF111OIITAMT•• rualS" THIS OWING 10 ALL CUITRACIORS INCLUDING THE INSTALLERS. J REF R408-- 26243 Tr— r•ee,r• • t r •r• .n frnrlest, on°""°' '"'°°1e"' y IPI ° • I" °: "ly ` `•" w 1K»a •elei» or`RCSI`IRell•Inp Co all» S I•tr Infer»alan, er 7P1 w RCA) r« r•tr x•at. Pr. 0.708 1 TC DL 7.0 PSF DATE 02/28/17 o »rfsr•..q ant» fP' t '.Y Insa1..•ra an•I I Pr«.» a..Per•rr erKiq »r RCSI. Unl•ff roc» e° eror• ' .11 "'"• Pre»rl n. `•""° •` r ` r.l .n..'n, o "° °•" a t r..n..: n«. • Pro»r.. • '" e Loe•tlon• for f a •r •clop .O•t•I.», a BC DL 10.0 PSF DRW HCUSR408 17059344 Pomg pllli.p. »rP•nw,[Lasa .Int « •11 Poch.. •• a.aw. N.o.e R•r1r I60A-2 SaTO /1 11111117 tn• Je1nt D•ull•, .n l•• rote etivr•Iw. a ar»Inp• f•r'•t•M•re PI•L P•aal.f AI.ro. • •.e.a of ITV w.lei »e.a.» rrwCe»P.•nta crp0 Iro. •nAll rot » r••pI- ll• 11f•I.er1 1e11• area. in A•sl/1 1 ,. ler nrO..np, j• A ` BC LL 0.0 PSF HC—ENG AK/WHK AN rrw GOMA\NY r co tM c»rx••lc• •.an or . aI..PP.np. iroc•n•u on . •r.e.nP or crease•. L A 1 ••G N TOT. LD. 37.0 PSF SEQN— 880027 wl In fAl• Ir»Ino w OP"M P•D• ILK IIID NI• It»Ilio. IA/I•RW 1irR•IIIMPP N Pf•f•••1PNI •liD lR»rlp P.•I"Illty »lay ar t1.. •..I p. Y.P.. TI.• Wlsrlll[p .ir ..•. Of NI• .rNGlr.D rr •nT. •e.asaw 1• o' lLr=p Dr. Swat ISD24MLLLtO r1•P I.IIItT r t111 D..IICIIID D»IV_ P•/ ANSI/M T S-1.` DUR .FAC. 1 .25 FROM RF 24.0" 1VYQ408 Z34WoolqFL32831r.r »r. Inrer»al» •» ae.. J••••.11.1f•• ro a P.R. •.t.,: Pt...Pe.tryFLCOA00273ALPINE .•.P•rolt—. TPI •••.t°.ma •rR: RrCA• • I— I«• ... a•r• a illiam H. Krick Lic. Number 70 6FSPACING REF- 03/01/2017 15576-/7497 - B -DAVID WLLKLT -- Lot 4U Keagan Pointe - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Ttl -4-mJ I_ 9-0-0 _I_ 9-0-0 18-0-0 Over 2 Support R=99 PLF U=27 PLF W=6-4-0 RL=18/-19 PLF R=97 PLF U=18 PLF W=11-8-0 WhrMhrNote: All Plates Are 2X4 Except As Shown. ` Eu Design Crit: FBC2014Res/TPI -2007 (STD) gyp` ...•••..p'1i4`""'.+ k,l)= 20-8-0 PLT TYP. Wave FT/RT=O% O% /0 0 15 Y:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. ANNINcI•• IEA° AM MUM ALL IOTES a TNIS awIMI IWMTMR•• FUN$:» THIS Y•A•HMI To ALL e(HIRAC1 611CLWIIC THE INSTALLERS. a Trin,•. *1-7 r• .n r.•rl.tln.. II.,MI1.,,. M,e.,e.. In,t.Il.,p . a .e.n•: A.r.r t..,. ell tn. 1.<•u •awon rtlwnane Cspen•nt :.r•tr Inr.r•. 6— er Tw •Ile ncA)rfor roar pr.etl< pr. 0.708 1 TC LL TC DL 20.0 PSF 7.0 PSF REF R408-- 26244 DATE 03/01/17 d AN RW C1DMiMNY p•rre.o rq tn•.. r.neuon, Imuu•r, M•n pre... a• arper•rr er.e1n9 p r K31 Vnl•„ — o top <nor0 M.11 n... rep.r1, at•t"b •trretur•1 ,M.tn irq .n0 Matta CeerO M•11 now • prep•rlr rlyl. `.111"°' Nnt•tl Mtan rer p•r•• t I.t.r.l r.,rr.l"` It ..e. M 11 now er<I,q 1",r.l IM`p• IIG: S T O • ` aM, na n•'no. M .pputmL. Apply pla.. to .a" rote er tr.,, .r p...ue.....IIe I .ee.• 1 • Q( r` – tA. pant oaa1.. u 1... net.• etl»r.l... A.r.r to er l p, T.IIA-z rer .<.na.r• ora. pearl°^. '• ` Alpin•. • I or In ..um Mr e•.uuwl rye. •.yl j , np ...p11. 6relp Int. •II.11 net M relpom.•le rN rwlny. •nr rarer. t• e»Ile tl» are„ In torer..ne. .1t• ANSI/TPI ,. er rer ILnellne. Mlppine. t AAAA.. , naa1•u•n • sr•e.np or tr».•••. »..p•• T SS/O BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF DRW HCUSR408 17060002 HC -ENG KD/WHK SEQN- 511300 2AODLde Olmje Dc. Style 150 MIM NI• •r lll M O•.•r •an II•tI. The •rally. IAIe•M. M -1.rd N pr rlw•1•II.1 •IIOIIMrl11 r•.p a•n Iw Mlar r« w r1 I .r pI. TTI. MItI S-2 a •w .r e"1. •r Ily ar ao .v.aar• I. r..p..l•Illw .r ala wll•In• Mrl/ar p•r uNslrnl T sM.:. w1A v" 1r 1 DUR . FAC . 1.25 FROM RF 6PPAC I NG 24.0" JREF- 1VYQ408_Z34OdXWDFLW FL COA 00 279 F. ter• I.r. .— ••. MI. gym•. 9-1.. ro , P." Me arl. .•e au,: ALPINE ee- •Ip.n•Ite..M; TPI: —W—t w•. NTCA:rt:. IM .......re er• illiam H. Krick Lic. Number 70 15576-/7497 - B -DAVID WEEKLY -- Lot 4U Reagan Pointe - hl ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W13 4x2 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X8 3.50 L 1.25 15] WW O 5.50 R 1.25 16] WW O 4.50 R 1.25 18] W4X6 2.00 R 1.25 19] W3X4 2.25 R 1.25 12" 10-6-0 12-7-8 3yp. 2X4 ul 1 X3 (R) = W=3X4= 1 X3 (R) 3X8= 3X4= 3X6= 3X10[16]= 3X4[19]= 3 X8= 3XBL5Ja 3X4- 3X1VL15Ja 4X6[18]= 3X4 3X4= 1X3(R) L--- 2 -11 -B --3-J Le 24-1-8 Over 2 Supports I R=1074 W=6" R=2213 W=8" 1 0-8-01- -o T -4-0 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI - 2007 (STD) _P` PLT TMP. 20 Gauge HS, ave FT/RT=O% 0% /0 0 15 t. 11itTY:8 FL/ -/5/-/-/R/- Scale =.3125"/Ft. waIMGI•• NSA° AM Foca ALL SIMS 00 THIS DRAIN 091 TC LL 40.0 PSFIWMAIR•• FWISN THIS WADING 10 ALL CunwCIONS INIIO/IM T.E INSTALLERS. p '.} REF R408-- 26245 Trbw r•Au.r• e t e .n r.......,.0. .-1-9. .n.pp.n°, .-..Il.np .-M. A•r•r - •,e .11 • 0. 1 aMa Mlt.m er` KSIe( Wn.111 facer S•r•ty lore .alae. .y IPI .4.TCA1`r•r -Y Pr•eal.: x TC DL 10.0 PSF DATE 02/28/17 o p•rror..1' tn.M r.net.•ns. lm<a .•rs 1n•.. prw.M t•.p.r•ry .r.e.r' wr KSI U...... top eMrO 1n.1I Mr. praprlY at•aM. .truotur•1 •Manlnp .n...tty mors M.11 n... . 01-11, e rlple <..1.n°. L«.t.aM 1M... rer p..O.Mn< ..t.r.. r..tr..nt er ..w ,n.11 Mv..r•alm .........`o. KS ; S T O • - BC DL 5.0 PSF DRW HCUSR408 17059362 w 1 q, n er p10. •1 •pplmMI. Apply pl.aM <. •.en r.ee or vw1 •ro pM.uan •11n.... p wtJolnt O.t•Ils, anIM1 Ma.O ew1.1 w. A•f•r Le arMln°. TWA -I f.r 1t•1.0•r. PI K. pM.alaM• d I=PDG,-,:•tF BC LL 0.0 PSF HC -ENG JB/DF AIN.— . ma.s.on er IT° D.0 ,nO Ca oa...1. Inc. M•u Ma e• r•.poM...• rer •1.y eayuu•n no. o / 1.y f.I.W to Bulla tM tru11 In a.nr.r.•nt. •.tn ANSI/IPI 1, er for ..•..O. Ing. •nlppin° AN RW OOMM.NY ..`..t..1.t.a....rs ..' er <r,..,. 'cc '•••..... F••'•G\ TOT. LD. 55.0 PSF SEQN- 508350 MOI .II "1. Or..l.' K O.Y.r p4 Il.elro M. Or..l1.'. Inpl- ...OpLI... sY prOYM.l Otrl Oy'InMrl.' r«perm, I ley M1.y ar w eMle, r.t... TN. w1e+.61ty 1.r .1r " -I...'11' ar -V .syte<.r. I. S*NAL DUR . FAC . 1.00 FROM CH 24W L.LL or, Stale 150 rM.rrl.11lty •f w WIIOIn° G1.IWr p.r AMSI TI 1 S-1. 1 011adgFL 32837 F., .er. I.rerMtlon M• ..I. J-'. 0.r .M • p.p...w wM M. ,I<••, PACING 24 .0" JREF- 1 VYQ408nrnAIn "t ALPINE: ..•.•.p.M....aa.l TPI: - tp.Mt ••O, n .1. CA:....a.M.,ary.aa.. ICC ......r..er° 1lliam H. Krick Lic. Number 70 61S -Z34 TOD/O-//9`J/ - IS -UAVIU WttKLT -- Lot 9U Keagan Pointe - VIA ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 31 W3X4 2.25 L 1.25 91 W3X4 1.25 L 1.25 131 W3X6 1.75 R 1.25 211 W3X4 2.25 R 1.25 7.75" 19.25" 8-0-0 7-10-8 -0-0 3 2X4 III 1 X3 (R) = 3X4 [3] = 3X4= 3X6m W=3X4 3X4= 3X4m 3X4[211-- 1X3 (R) m 3X6= iAbm sx4LJJ _ 3X6[13] = 3X6= 3x4m W=3X4 1X3(R)= E 13-6-0 lE 7-8-0 alE 2-11-8— 24-1-8 Over 3 Supportz. R=661 W=6" R=1216 W=8" R=1474 W=8" 1 0-8-01- -0 f 9-4-0 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=096 096 /0 0 15J.J! QTY:2 FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARNINGI •• HIS AND roue ALL carts dl THIS ORA/1101IWgTA1T•• IMG ISN THIS AND FG O ALL fWES 001T IIICLIYI104 TIE INSTAI LENS. TC LL 40.0 PSF REF R408-- 26246 Trus,.. r•eu.ro a < .n f•.r.e•cln0` I.rp. sn.pp..q. .ma.11 lry ..r M.<.nq. bl.r a oil tM bust wlclm or'OCSI<(Wne110 Ca.pe..ol S:r.ty lnrer. 1abyTPI . 11CA) roe •r.., Pr.<.l< Prl o. 708 1 ' p x TC DL 10.0 PSF DATE 02/28/17 toprrer....y cMN run<a.em. Insa•11 •rs al.•11 pro toapor•rY er.<., 11 .CS1. lY.l•ff ns<.O .a . DRW HCUSR408 17059367 G AN frM COMIMNY 2+ooLde Dr..SIIIIt150 nal n... Pro,• ... ...t.<n.a ar tura .n.a""P .r ee<ao. <Nr..na1 " . PrewrlY . r 1p10 IllnO. Loe.t ion. rer pr.rwnt 1•t.r•1 r. tr.IM r wo• •11 Mr• " r•<Ir.p Insa.11•.KS f.<u on• q, q er A,o. •• .PoApply PI•a•. <e both r•<e -,• m p--on tlArrteIp, 1eMln.. a •• Pny.. t. . rf• l. HlI•lu, r• nWl.,,. unl oabnee.tM.,.r-A.r.r a.rin0. ,.aZ I.rrPlot. lrq. •.pulpPl nO•. . e. er IT 1u.UC... Cro1m—l•— rr lerus In <mfu1c1An51/I 1 ,. O/ re me..y •r 1 — tl.l..r llq .I .wM pip I l.tlry "I..r lr0, IAOI..iM .ee.p•n...r Mfw.1.1r1 ."Inell, Y iiitTy »I•aw. wll l.`"•rgI P.rP.r Alslmi`rlq ..e ....r tnl. ar lnl rr .1..v.swr• I. QS •..» 1O SS ONAIo BC DL BC LL TOT.LD. 5.0 PSF 0.0 PSF 55.0 PSF HC -ENG JB/DF SEQN- 5083 57 DUR. FAC. 1.00 FROM CH 16jSPACING 24.0" JREF- 1VYQ408 Z34ObinkFL312837 FLCOA502711 F.r ter. '"`er..<lon .•• `"I. ,o.•. ,•n•r•. no . P• ""'• ... slc•s c : ALPINE: .w .IP.n.la..<e.: TPI: p.n.a.or0: NTa ..:... polio •.r ne.r<rY.<e.: $CC: .w.•r•.or0 illiam H. Krick Lic. Number 70 Ov(5I no 17 15576-/7497 - B -UAVIU WLLKLY -- Lot 4U Keagan Pointe - rz ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1X3(R) _ 1 0-8-0 7 1X3(R) = THIS DOG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5-4-8 18.5" 10-4-8 14.5" 1 -4-8 3 3X4= W=3X4= 3X6= 3X6= 3X4= 1X3(R) _ 3X4= ' JA -t— 3X6_ 3X4w Ir. 11-11-4 a,- 11-11-4 _ I Le 23-10-8 Over 3 Supports 301 R=622 111=7.25" R=1437 W=4" 1 0-8-01- -0 9-4-0 1X3(R)= R=611 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI -2007 (STD) PLT TMP. Wave FT/RT=096 096 /0 0 15 P` ,e....•; k J'' Rer/ QTY: 3 FL/ -/5/-/-/R/- Scale =.3125"/Ft. ARNINGI•• MAD AMID FMAM ALL EMS a Ills OM/Ircl 111IMMI f" FUMISH THIS amv1A7. 70 MNL CO,TIIACIOII I.QIDIIIG THE INSTALLERS. Tr.•w, r•ee,_ • a .r. ,. rwrle 't . , . •n.pp.n,• In t•Il.ro .. «, u...r•r .. e„ aM 1-a-1t-pltlen sf'.CSI•(blla rq Cotpa•n S,r•ty Inferoo—, .y IN -ne IUCA)'for f-tr pr«tl-e' prl a p•r/-r.,lq an-,. fMet le/n. Infc-11•rf >n-11 p, oo a•w,•r•rr M«I.y pe, .CSI. IAIIH, Mlw « o. 708 1 b TC LL TC DL 40.0 PSF 10.0 PSF REF R408-- 26247 DATE 02/28/17 DRW HCUSR409 17059354 d Y D 1 ANH'WQ0 WY p ener- ,MI, Mo pro.•r lT -tt«M. •tr¢tur-, W-tnnq •n. Meto• eMrO •MMI nw• • pr•prq •<c c., llnp. L«•al..• .1.... Ter p.r..M,, ,-ter-, r.,tr.,nt .f ww ,n-„ My .,«,.q ,n,a.I,e. scs M .D .,G. e. Mp 11 rw'e ApP,ft fete• c. of rIW -Z for , .W rd 0.1— .. ,lo.l •°wie lM`JOlnt D.t-11,, vl,N, Mc -p oaMr.l,•. A-f•r a° .rwlnD, 1°DA-Z for •t•ro-f0 pl«• M61ti— Alp— , • al vl,.on of In W,le, np C•w•nc, Crpq Ine. sMll » rsspon•.le for •ryr sw w rr wlnp, •nf f•l lur- t. WIN- LM t e•. In Cenf-rYnC- .Icn ANSI/TPI 1, °r for n•IWllrq ,nlppllq. 1H...... er«..q or tr,".... tS j T O i d c4' e••..... .••'' G BC DL BC LL TOT. LD. 5.0 PSF 0.0 PSF 55.0 PSF HC -ENG AK/WHK SEQN- 880110 2100L8eDImQeDI,$ulte l50 wl NI..r allrq .f .Mr pq. I M1,6 "I..rwllq, I-1— -Pt— .r 01 fw°I.MI .01—, r..p.rlallt)r wolf sL. r.,p — TM w1<r,11%, — w• N .rw11y ro .o .tit _. 1. re peMl.11ly .r = 91—.. 1.IIq Dw19r ..r ANSI/TP / S«.2. IE.a"A' DUR. FAC. 1 .00 FROM RF PAC16PPACING 24.0" JREF- 1 VYQ408 Z34onlllaDFl )+3T FLCOA10278 a :" w,• '"f"""'" »' 1h1* ;ep•' °'"•"' "' •, p'°' "'° `"•» .e° ":•'' ALp1NE: ..1PIM,t..co-: TPI: we.ap t.er,, na:....e.np,..tr,..e.. TCC ,.r-.erp illiam H. Krick Lic. Number 70 1=01b-i1va1 - n -UwyIU wttRLT -- LOL 4U Keagan rolnte - rzm Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. NOTE: TRUSS NOT DESIGNED TO BE INSTALLED IN REVERSE ORIENTATION. TRUSS MUST BE INSTALLED AS SHOWN. 3 1X3(R) = 3X6= I 0-8-0 T 1X3(R) e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 2.75 L 1.25 15.5" 14.5" 2-10-8 8-0-0 10-6-0 W=3X4= 3X8= 3X4= 3X4= 3X4= 3X4= 1X3(R)= 3X68 aAoLo3 = oAO= 3X8= 3X48 1X3(R)= R=1537 W=4" E 16-11 ale 6-11-4 31 23-10-8 Over 3 Support R=882 W=7.25" R=317 W=7.25" 1 0-8-01- -0 T -4-0 Note: All Plates Are 1X3 Except As Shown .-..HDesignCrit: FBC2014Res/TPI-2007(STD) P;pp.P„ PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) 15. 3! TY:1 FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARNINGI•• ww NO roues ALL NOTES a THIS NwI01 TC LL 40.0 PSFIwc.Tulr•• IUMBSM MIS ONANINO 10 ALL WtI.ACt06 IMULDING IME INSTALLERS. ` 5T REF R408-- 26248 Trm.•. r.,.l......••• er... fe.rle.t-9. MMI1.,. ,w.lno. IMta,lrq • ee 1.q. R.r.r ae ell TC DL 10.0 PSF DATE 02/28/17tMIAt.et pl— fCCsltlwum,q Coapen•nt S f.ty Infor•et—, by TPI MCA) r for of.ty preetlt prl 0' O i te P.rfs,.np aM!• fu.et.oM. Inat.11ers !n•11 W—oo ttlper•ry •ree.np p r OCS1. Nnlgs Mt•o et op CMT• ."elI Mr. p,op•rlr ott— --t—I !Motel"° e,.O rt-'trr• !cell M . properly etc en. • BC DL 5.0 PSF DRW HCUSR408 17059353IploIllnp. Loe•tl—ot fer wro—t LaK•1 ro .Intfeee f •".11 ".w I"p Inetell•. Rts t 910, ee •pp1.<YL. Apply plot•. to aoen or v . e,l• pe..um •. N QnI1I1^I1II ff tM !clot D•ta l•, v.IM• Mtb OtMr7•lee. Refer to .r 1 IROA-2 f et -Wer. 16e It lone. S T O LI [E Alplr, .. vle.on .f In wll•Inp CC•p•,wnt• 0re.p lees ...II Mt r re,pen,,.l0 .er M •e...l.a.w. Ir tip ,c• ! ' @ BC LL 0.0 PSF HC -ENG AK/WHK w l,q, —y .—I. to 1-- tM trot. In oonforprle..ItN ANSI/IPS 1. .r for Orellrq. .IIIpplrq, w Ie! AN MrWMMIYINY .w.a•11•t.e..A .—.9 .1 tr.s , ` ..."..• TOT. LD. 55.0 PSF SEQN- 880106 erl M NI. 0rdolllp M O.yM pq• I l.tlrq NI. W-1.9. I -I.— emp— of pr.f -1-0 .Iglrlrrlrq f••p•r.•1.11Icy rl•ly r r w rlprl .INMI. Tr wltrl l lty ..I .Y N NI• b lA for .a etrlco.. 1. ONA E : DUR . FAC . 1.00 FROM RF 24COLIUOI]VDr. &M150 r••p plNlllt7 •f sive 9.1 ding R•elip— per AI5I/I 1 1 S-2. Odxxla.FL 32337 For •or• InfOrrtlen .r a.I. Job'. Omer.! no . P.R.. s tr.• we .1tH: FLCOAROM ALPINE: 000 1p.m6t..eo•: TPI ....tp.net-9, nu •-..lee..W -y-od: ICC: —c—r-9 illiam H. Krick Lic. Number 70 6NSPACING 24.0" JREF- 1VYQ408_Z34 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Pointe - 1*3 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X8 3.50 L 1.25 15] W3X8 3.50 R 1.25 i 0-8-0 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS it DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Max JT VERT DEFL: LL: 0.39" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. 8-0-0 16.75" 10-6-0 30" Typ. 1X3(R)= 3X8= 3X4= 3X4= W=3X4 = 3X8= 1X3(R)= 1X3(R) = 3X6= W=H0312 = 3X8= Le 19-10-12 Over 2 Support R=1081 W=7.25" R=1082 W=3.5" 1- -Q 9-4- 10 Note: All Plates Are 1X3 Except As Shown .'°NmUN71MO, Design Crit: FBC2014Res/TPI-2007(STD) ;14 H• PLT TYP. 20 Gau a HS, ave FT/RT=O% O% /0 0 15 / TY:2 FL/ -/5/-/-/R/- Scale =.375"/Ft. WARNING I•• THWAO AID FOLLOW ALL NOTES 00 THIS 1111110,111611111110,111611 ; 1 IiyI1TANT•• FIAOISM IS AID 70 ALL COILyK106 ItltllpNCl 1. INSTALLERS. r Tref••• r.,.,r, war... .r In rwrlea.lq. N...elllp. ...Pp.nP. .fa.Il„p .ral„P. A.r.r a reel ? aM bb6 wltl.n.1 CCSI (S.I..Inp C•>o•nwa S.r.t, I.-. -e, TPS .,e .;w r., wr.a, pr.ea Prl 0.708 1 p.rf.re.np arof• I—— Inat•11•rf fl.•11 prw.w t•rosr•r, --9 P., W31. W.... ro<•O TC LL 40.0 PSF TC DL 10.0 PSF REF R408-- 26249 DATE 02/28/17 DRW HCUSR408 17059365 1r^ 1 G 1 0 AN D'W QDMMNY 2100Lale Dr.,SuiuISO a.p eror. •”"' "." P'. ... a. ... . ar..:aur.l .n..'.;° ...e °°aa•. c=d ^•»' """ • Pr.p.rly 1"s ' rlyl0 .Illnp. L.C.alen. for p.ro.11.nt Lt.ra •11Infc•11•.` u f yT p or Mo. b .pPl.ewl.. Apply pUa.• ao ..eN f.e..I tru•. r.e pwluon . tM`J. Int D. -I... .n 1••• rote otl.•r.lw. N•r•r t• Orwl • T•oA`T I., •a•rb•r0 pl•[. p.•1 al•n•wO1O / y S T . SFR Alp.m. . el.l•ren .r ITN IWI l.lne C.e.l.ntf Gr..o Iro. flu 11 ro refpor.f lDl• for wy aw uU . rr wino. In, f•Ilw a. - .. a- arufs 1. ewrore•l.e• .11n ANSI/TPI T, or fw n. .q. —$wing. wV/y, .• .• {`* Iwa•I I•c,w • .rs.ny •r ar.,•f•.. /• ` WI —XI. d,_:.y eI a•,er Pty. II•tIM NI• erwlpy. Irle 101tM ••••' 1.111 tte•t•rle• .f Pref•u1tM1 •rq leMrlA r..P.. q MI.1, r.r t1 • .wlO Ym. TV. wlt•°I1 Iv .n. N -1. --..@ r— ft aJata!• b SS LEN t r'wPs lNlllt) of sT. y.1101np Dwlw— p•r ANSIAPI T Sw.2. L 1 BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF HC -ENG JB/DF SEQN- 507841 DUR . FAC . 1.00 FROM RF 6FSPAC I NG 24.0" JREF- 1VYQ408_Z34Oft &, FL 3W FL COA 10272 F.r a• lnror•.•tlon w t.1. j—'. 9-1..ro w P." .ro arow .•. •Ia•f: ALPINE: .....Ip.ro,a.. . TPI-.-•ap•^•a•.r,• MCA:---•,.tl^.,,,tr„•.v: ICC: --1. •., illiam H. Krick Lic. Number 70 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Pointe - 1,4 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 15] W3X8 3.50 R 1.25 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Max JT VERT DEFL: LL: 0.37" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 15.25" 8-0-0 10-6-0 30" Typ. 1X3 III W=3X4= 1X3 (R) = 3X8= 1 X3 III 3X4= 1 X3 Id 3X4= 1 X3 ID 3X8= 2X4 III 0-8-0 1- -0 F L] L +9-4-0 3X8= l Mo 3X4= W=H0312 = 3X8 [ 15] = 3X8= T 1X3(R)= 3X6= 19-9-4 Over 2 Support R=1074 W=7.25" R=1088 H=H1 Design Crit: FBC2014Res/TPI -2007 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /O 0 15 OINNipNn`MH•',, A /'' TY:3 FL/ -/5/-/-/R/- Scale =.375"/Ft. WARNING.1" NEAO Am FOum ALL mus ON 1NIs ORI1NINs1 • •, Z. IMM NT" FI ISN THIS ORARIM 10 ALL CONTRACTORS INCLUDING THE INVALLLINS. f - TC LL 40.0 PSF REF R408-- 26250 r• I AN DIN 001 2woLLLt Q,SIi¢I50 1rw»- .bars - < •.• .ro In f»rlutlnp` n•,bling, •nlppl,p, Irot•III oro Cr•el S•r•t, l 08 1 , o. tro 1•u.t lu on or`Ixilel9.na,q C•np•n•n nrorrotl m, ., m otA) ror rar pr.eu prl a o p•r for Iro aro» 1- 1- 1 ...... 1no11 pre"l0- tAo,,I r, .r.elrlg ,Ar INMI. IYII-.. ro aoP eros •nal n»• K• "' • .•e1.•. •tr.sa ra-ro•<ning .ro tcato. ever. lull now •pre--r, .a rigl- e•Illnp. Lo 11- .l-sn`for p-r-oront"1•t-ro1 r r•Int e , -n•Ilfn » Cr•elnp In,<•I1-O :1 feet loot q. R1 •r RIO. A. •pplle•el•. Appl, plat» to -•en 1—.1i"p1 - •M p»Talon H .noel •Cor• Int rotb an..a». N.r.r a..r..lp,. ,..,.:.er '<.e.r. plot. ooa<len.. S T O ' AIpIM. a olrlaen pr rn w11an0 Csgan-n . Gr.. I— n... not - r..p•naa. ror Yy e9. l•uon Ir NSInR. -n, r•llur• to Culle tM tru•. In eonfor.ollo• -Ito ANsI/1 I ,. . f9. no,Mllnp, .nlpplrp. `/ a_ • G\ Irou11 •tlan . ors l.y -r --/. 1 tll "l. 0r/111g - ..,M~ 11 ting t11I..r.-Mg. In-1.--00-ptorl.. of Professional Mp1I1CC11.0 • - 11•--• N r..V—lb'I It, »I.1, for %HA, Y-101 — T11. wlsrll lt, w w or _'. 0r. -Ing I- .q .s+.ctr- 1. ALp-1C111q of w 9.1101.0 OAolV• Por NSI/TPI 1 S•e.l. TC DL Bl, DL BC LL TOT . LD . 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 02/28/17 DRW HCDSR4US 17059363 HC -ENG JB/DF SEQN- 50784 4 DUR . FAC . 1.00 FROM RF 6FSPAC I NG 24.0*' JREF- 1 VYQ408_Z34odxdoFL32937 FL CDA NO 27t 1., ror. InrerYalen ,w ani. jou'. 9-1.. ro . pogo •,b tll-» --p .1...: ALPINE: --- .I.1»It..eo.: TPI: -•-•tpin,t.-rR..ICA, .--. e,tr,.e»: ICC: — for- erg illiam H. Krick Lic. Number 70 03/01/2017 1bb1b-/14V1 - IS -UAVIU WLLKLT -- LOr 4U Keagan r01nme - ra Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS DNG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11] W3X4 2.25 L 1.25 2-10-8 ¢.5 14.5" I- 7-10-8 5-4-8- 30" Typ. 3X48 W=3X4= 1X3(R)= 3X4m 3X4[11]8 3X48 1X3(R)= 1 X3 (R) = Mm 3X4 3X4m 1X3(R)= 116 5-11-4 11-11-4 _1 17-10-8 Over 3 Support R=314 111=7.25" R=1096 W=4" R=611 1111=7.25" 1 0-8-0 1- -0 F 9-4-0 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 / °k,-TY:3 FL/- 5/-/-/R/- Scale =.375"/Ft. ARNINGI•• NEAR AM FOLLp ALL MOPES ON THIS WWIM:1?. IMMUNT" FIIISN THIS ORMIw 10 ALL CONTRACIONS INKIDING TE INVALURS. ;' TC LL 40.0 PSF REF R408-- 26251l Trin••. r.e.,r.. t .r. In r..rltaln•` ILIIeIIIp. Mlpp.rl•. Im<.Inno a ..1: R.r.r t. r.n o, 708 1 = TC DL 10.0 PSF DATE 02/28/17tMHc••e •elt,on er`M: SIt( W nal nO Cayal•11 S.r.<Y Inrerue,on, b, TPI — OCA,r Ier r•tt pr.e<, prl S. O p•rror.I nR [I»,• fI.ICtlen>. IMc•11 •r. M•11 p,—,- c•aper•ry .r•t lno p•r SCSI. Vnl•ff neib s< top cMre M•11 n•v prop•r1Y • t.M•e .<r actor •1 ,M•tnln• M .ett.e mere .11.1, n • prep•r1Y r,p,e <., nnR. L•ealm, Me.n`I— p.1—L 1•<•r•1 r r•InL or •... M... n .o,np ` ': BC DL 5.0 PSF DRW HCUSR408 17059356 O >•e<Iens p, S) — N,O, .> .pllemb. ApilY p,•t•. <..en r•<. or tr.,• oe p• _: .> M.wl •eew a R nD 2 n. J.1nt p ...... t.e R.r.r to er..lno, I.RA-: r.r .<...r. 111— pe.,t,eM; S T O ; BC LL 0.0 PSF HC -ENG JB/DFtA1p.M. • al.l.lon or li Wneln {o P4n<. Croq Inc. M 11 ne< M r•.ponf .l• r•r •nY ew on A •i r... .— rNl.r• t• .u,10 cM tre» ,n emror.rlc• .itn MSV,1 ,. er for n•MllnR. Mipplrp, w•A.I,( .. ' \ta ' TOT. LD. 55.0 PSF SEQN- 507857AN11'1N COMA<.NY ........tlon • .r•elnp er crin•... F e. 1 M f"1. /r -IID K •..v P". 11.11.6 NI. Rr—lly. IIYI_ ....p.•II...t pr•t.Nl•11.I .ID III..r 1110 p.l.l l lb •.I•IY I— — O wolgn rHNIn. The —$—I I1w aHwl — .r -1. -ANTI% rs a .<.t.:<.r• 1. S/ ` t DUR .FAC . 1.00 FROM CH 24WLAltOnWDF,SDmI30 r..prrl.11l.7 N tw. 8.1 df p D—IW1•r .•r ANSI/TPI , S—.f. Od3ndo,FL 32837 For —r• ,nror..clon ,.. <n„ Je•'. 0•n•r11 ro , p•01 Me <I •>• .•. >,<•,: FLCOAbrn ALPINE,---..,p.n.,t. t..: RI: •...tpl.....rp, rtu: --- .etl awtrY. ICC " twl..erR illiam H. Krick Lic. Number 70 61SPAC I NG 24.0" JREF- 1VYQ408_Z34 03/01/2017 lbb/b-//491 - B -UAVIV WLLKLY -- Lot 4U Keagan Pointe - rbA) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. i 0-8-0 3X4=- 1 X3 (R) X4= 1X3(R) THIS DNC PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. W=3X45 1X3(R) = 1X3(R) _ 3X4_ W=3X4= 1X3(R) i 0-8-0 1- -0 T 9-4-0 Le 17-10-8 Over 2 Support 911 R=61 W=7.25" R=109 PLF W=17-3-4 Note: All Plates Are 1X3 Except As Shown. W4fh Design Crit: FBC2014Res/TPI-2007(STD) m H• '%, PLT TYP. Wave FT/RT=096 096 /0 0 15 •g / k QTY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. NARNINDI•• W-0 AID FOLLQ§ ALL MOTES CO THIS [A1/iMGI f TC LL 40.0 PSF REF R408-- 26252IDOMTAMT•• FUMISN t IS (WING 10 ALL CO WTORS IMMUDING THE INSTALLLWS. Tru..e, r.,•.... tr e.,. In r..rlt.alry` n..wl.ne. .n. pp.nG. —.l l.. •.r .r•e...G. A.r.r t .ell r s TC DL 10.0 PSF DATE 03/01/17tMI6.H wltlon of .CSI (W11eln. Cel.... Sono, Infor•aloop .T 1Pl — /ICA) for f.tY pr•ct prl f O. 7D8 L p•rfer•..y U.eN f.e1e<..ro. IMt.11.r. .1..11 pro t or•ry b -M p•r .CSI. IY.1.•s ro 111ISSSG S tW onoM •n•11 Mre preprl) .<t.tnM .tr.it..r•1 .I...tnlnG pro eot etre •MII Mw •props ly /tr1G10c.l llnp. L«.t. w.. Man Tor per.•..er.t I.tKel r.etr.lnt or `` w. wll Mw or.tlnG In.l.l l.e` Bl, DL 5.0 PSF DRW HCUSR4oS 17060003 s7 or MIG. •..pplleWle Apply Pira.. t..•en r.<. or tru.. rb pe..<1t, .s .new. tM`J nt G•a.11., .nl .. roa.e eN.r•1.•, , plo to er lnps 1.GA•f Tor •t rows p1.t..e•I tlor... a fl FDO IE S T O ; BC LL 0.0 PSF HC -ENG KD/WHKCA1p1ro. • a. Sol er ITS W1— t ... 1 .e— 6rgq In<. •n.11 rot M r..pen11.1. ler . o aM.•tlon r w i AN IFW GOMR NY Irot1' 1'Gl.um Sol Wr opal le :M cru•• In con/er..•.Ce .Ito ANSI/t 1 1, of Tor neral lop, .nl pp ng. e .e ar..., cS <...n 1•,•a' TOT. LD. 55.0 PSF SEQN- 511322 1 — tJol. •rralnW M •...r prop Il.tlf» W. b..lnp. IMloe<M .00.ptwr. M Pr•f...lwo.l MVIM•riny •• pwaallt) of r« eM TSI aro. TftISI TPI 1 S ly .r w .f Nl..rrolq for .q .aasw. 1. S Lit DUR. FAC. 1 .00 FROM CH 2x00 L$e Drmee Dl.. SulUl 150 repo.1.111tT •f tn. W11elr.. orolVrr Ir NISI/TPI 1 Ss.2. o1lmdo,FL 32337 F.r ire InferYtlon o.. tnl. jo.•. 9" 1 m— pw• •W t,.•.. ••e •1t.' FL COA pflB ALPINE .1p.rolt..<o.: TPI: w. tp lost. 9. WIu .w..R.roe.try.eo.. ICC. --ft oro illiam H. Keck Lic. Number 70 16APACING 24.0" JREF- 1VYQ408 Z34 03/01/2017 15576-/7497 - B -DAVID WLLKLY -- Lot 4D Keagan Volnte - rb ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 30" Typ. THIS DNG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. J) Hanger Support Required, by others Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. 8-0-0 13" - 6-0 W=3X4 2X4 01 3X4= 1 X3 III 3X4= 1X3111 3X6= 1 X310 3X4= 1X3111 K} V 3X6= W=3X4 - 3X4= 1X310 3X6= 3X4=- 1 X3 (R) X4= 1X3(R) s 1X3(R) m L--- 2-11-8 Le 17-7-0 Over 2 Supports 01 R=462 R=1273 W=8" H=H1 1 0-8-0 7 g-4-0 Design Crit: FBC2014Res/TPI-2007(STD) M H, PLT TMP. Wave FT/RT=096(096)/0 0 15 •i3 /\QTY:2 FL/ -/5/-/-/R/- Scale =.375"/Ft. NAMINGI•• MW AM FOLIA All MOM anus o1wIN6I s, TC LL 40.0 PSFIipITA/f•• TIAISN THIS el•e /0 ALL COIIMCIoa 10C<IpINc TIE 16TllllE6. J •'; REF R408-- 26253 Truffa. r -..r. • tr t.r... r.•r.p.<.,ge nf.bllnp. f..PP.np. .nft•11..p •„• •r.t.np: R•f.r t• r•l1 0.708 1 TC DL 10.0 PSF DATE 02/28/17LM1•U•t bltl•n Or OCss (au ..... a Cof•p..r. S.r• ' Info' ,t 1T TPI — MCA) ler r•Ly pr•etl prl tO p•rf•r.np tMN r...ea IOM. I1ft•11•r• M•11 prw,w t•yr•ry •'•Clop P.r CCS.. Ilnl•ff Mt- Ot CMr• 1.•11 n•"• pr•p•rly . t•CM• "r.1 1.• ..,.p •n• — — t 1• f •.111 n•.• ' pr•p•r1y • BC DL 5.0 PSF DRW HCUSR408 170593601810Ill..p. LOC•LlwI Ys.n`f., p•r•vwnt 1•t .... 'r •Int of`w •11 . Or•Clnp Inft.l l•O` r 118. •f •pp1.e••1a. Apply pl•t•f t. oleo f•e• er .,-. — P.1tt,— • Op0tMl•Int p.t.11., u 1... Mt— otMrt..f.. R.I., t. 81—...91 IAa,_t r•r •t•n••r• p..t. —,. BC LL 0.0 PSF HC -ENG JB/DF AIp.M. ••I"U.an or ITP I .....9 CofT.oM.0 Gr•.o I- -1 Ma •• r•fppnf Ul. fsr —Y•.". •t.•n Ir AN TnN COMfMNY In u'1'pl•u•o 0 01•[0 10 •"ua <M v. In Cmrw.•nef .lan MWIN t. or ror p.1tr",w, ,cS<,,.. 1•,..•• TOT. LD. 55.0 PSF SEQN- 508382 r an tNl• 01-1.8 w ••V•r pt8. 11•[1.8 W al -le. 1..•1••W •m•ptllO• •f Pf•f•-1•-1 •1.&110.11118 • s...ty —I.ly .•1 t 0t•Ip. 1'q . 7M—1-111ty w f -1. Or—Ing far , •LrtOtV• 1• 11240DLEleOnWDl,SuiuISD lel..ty.f t a11011.88mlgw w ANSI/TPI T 5—.t. S/- NEAI t DUR. FAC. 1.00 FROM CH Orlando, FL 3+..5)7 ror sr• ..10'—ti . f— toll J-'1 9• 1 -11 P.p• •— tn•f• w• 1.L—: 1 FLCOAADZTI wPINE ....IP.M.<..t—. TPI. ....tp.nft.orp; BTCA .i'..•t.n• ftry.t—: MC:... «f•f...rp illiam H. Krick Lic. Number 70 6ISM ING 16.0" JREF- 1VYQ408_Z34 03/01/2017 1bb7b-/7497 - IS -UAVIV WLLKLY -- Lot 4U Neagan Volnte - fbA ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T1 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W6 4x2 SP #2 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 725 plf at 0.00 to 725 plf at 17.46 BC- From 10 plf at 0.00 to 10 plf at 17.46 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4= 3X4111 3X4111 3X410 3X4 01 3X4111 3X410 3X4111 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 231 W6X6 3.75 R 2.75 261 W6X6 2.50 R 2.75 271 W2X4 S 2.50 6X6[231= 6X6[26]= 3X4= 3X6111 2X4[271 111 it in in in Innw ui i Do 2No: SMEN .: Mor W=3X4= 1 X3 01 4X10= 1X3(R) at 3X4= 1X3(R)= 17-7-0 Over Continuous Support R=877 PLF W=14-7-8 0-8-0 9-4-0 Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TMP. Wave FT/RT=096 096 /0 0 15 WINIRWFIMyr ppi µ H. 7Fs 4 QTY:1 FL/ -/5/-/-/R/- Scale =.375"/ Ft. WARMING'" RAG AID Fou.' ALL RIM OR TM's DR01116' II IiGRTART•• FIISN THIS.RA.ING TO ALL COWRAVORS I.CLLDING TIE INSTALLERS. TC LL 40.0 PSF REF R408-- 26254 Q 1111t111111111-^JJ-- 111JJJ' O AN ffW COMRANY Tr..». r....,r.. cr I— ," I.. ...cln9` ..rol,n9. .. WIN1. ," tal„p .,W .r.e,19 R. t . rollpp tM 1.1111 .alclm of .CSI 1.11110119 Cepwl.n 5 r.tr Inferoalen, pr'TPI .ro OCA) f.r .f.b Pr.e<I$pr1 r p, DO 11p.rfor.,n9 tM» fvra,.n•. Imu11.r. ».11 pfWIM t.;or.rr o-.9 p.r .CSI. 1.,1... ro tW .-I. ...II .•» Pr.T..rlr •tt•C1... .trot[.1 .M.t.1,19 .ro rota- 1— .roll .1,•• ..re.•rlr . t ' rlyl. 111119. tot.alma .10.., for P.r..n.1t Lt.r.I Kr•Int of ..o...•11 1.0• .r.Cl,q In.b11.0 L. r .,G. Plot.. t .•el, r.oP .f I— - P..,t, s, oo I- .1.. O.c.11.. .l... roto Otlrr•1». R.f•! » .rw, I.OA-2 rer ...rb.r0 I.t. P•.It l. n•. j3 Alp.--.. .r rn wnm119 mow» ,Grow Iro 11.11 rot » r..Pm.1.1. for .1r ..v..tlw, r :. S T O ; QF lny. ••r b11.r• to .Pilo tro I— 11 COMor..1t..It. ANSI/)PI ). or for .oro 1119 .hlPPl.9. ri.t.11.t1w...r•c.n9 .r ~1••............. 1• ' TC DL BC DL BC LL TOT. LD. 10.0 PSF 5.0 PSF D. D PSF 55.0 PSF DATE 02/28/ 17 DRW HcusRaoB 17059355 HC -ENG JB/ DF SEQN- 508457 24Ib Ldt OmW Dr. Stitt ISD NI.. Rolr* - ....r ~ I I.t11y "I..r.N11y. 1"l..t......pt. of Pf.M.l000l .1001.» r1 w.Ir r r - Orl.e .Im. Th. wlt•.111Er of tAl..rro116 for .o .t _ 1. rw.i.l IIIt7 .f «,...1101119 Drl.•.r P.f ANSI TI / S.e.2. SS/pi Al ENG DUR .FAC . 1.00 FROM CH 6hSPAC I N6 24.0" JREF- 1 VYQ408Z34OzbnkFL i2837 FLCOAMDM F., ..r•."'.,, t.l ; :"" . pots.. ro . P.G..1e tro .w . 1a..: ' ALPINE .1P1 t. v ..: TPI P .rO. WCA .....c,ro rr c u IM ... »f•.Oro illiam H. Krick Lic. Numbcr 70 03/01/ 1»/O-/ /9Y/ - C -IJHV IIJ WILLKLT -- Lot au Neagan rolnte - r i Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4= 1X3(R) = 1-1-00 2XA+ 19 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2X411 L A4 ul ile 13-4-0 Over Continuous SUPPOIL 911 R=109 PLF W=13-4-0 1- -0 9-4-0 Note: All Plates Are 1X3 Except As Shown. larulki4i Design Crit: FBC2014Res/TPI-2007(STD)ppi µ H• PLT TYP. Wave FT/RT=096 096 /0 0 15 1 7.e /'QTY:1 FL/ -/5/-/-/R/- Scale=.5"/ Ft. WARNINGI•• " AND FOLLN ALL SDM 00 TNIS WMIOCI IfVnANT" FUMISH THIS O.lAIING TO ALL CONTRAC106 INMUDING 1NC IHSTALILAS. r ': TC LL 40.0 PSF REF R408-- 26255 Tru•... rMmr• • tr•_ ur• m Irrluunpe nrvllnp, •nlppl.O, n ...l..V ... Or_.np. br.r ... • I.uu Itlon of ptil ewa l.Inp eobp..•- S.r•tr IM.r..tl.n, by'1 I •-. nCA) ror .r.Ly pr.Ct1 . W. r O. 08 1 1 TC DL 10.0 PSF DATE 02/28/ 17 ts p•rfo_Inp t__ h•Iec lo_. Inst...... .n.11 pr_I_'. '.rr rslq p•r KSI. Unl•.. ro S W coat. X•11 nw• proper IT • t.en.a .ar Ct-r•I .n..tn lop .... w CI.•r. ...11 n • Properly rlp1. e.Illnp. L.CaI_, `ror p.rorrn. ..a.... ...tr.I.t .r`s. fn.Il n "<I., ....... BC DL 5.0 PSF DRW HCUSR408 17059358 I O .•e<Ien. q, 07 or Olp. .• .p I lerl•. App It plot•. to •_n r— or <ru.• w. po•Ium .. •Irl . nsOALMt_ 0•t.Il.. .M.•. _c.. — R•rr <• _I.p• Pia,•: for •t—ld plot• p_ltl_. BC LL 0.0 PSF HC -ENG JB/DF A.P._. • awl.I or. 11]1 WI Llnp a rpen•nt• 8•.w la. .XII _a w ra•po_I.1• 1., _T .•v I•<I_ r .i A •. AN fTW COMRWY _t.'1'pi •a.a.. A .r_. to f.lr6 a_ cru.. In C.nrr..ne• .Ito ANSI/1P1 1. •r for n.Ibl Inp. .n 1pp lrq, .`/._ • A o v,,..., 1 .• G t1' TOT. LD. 55.0 PSF SEQN- 508437 owl pn tOlp Orwlp w owM pope ll.tlp %bl. Or_11IO. IA.IMt_ —._. N prerwl.M1 My1n 1 u•-•.' rwps la 1ltp ..LIp S. tll..M101 YH_I. T)r w1t.011Ib .Ie w N NI• ar_Iq nr .rq a.,«,.. 1. Ss . DUR. FAC. 1 .00 FROM CH 2 Lfd1.e OlLmee Dr. $w1e 150 r..p ulllq .r two cul l.lry amlo*r pr Alalrnl 1 s.e. i. w.aw. FL J2W For - _ n In1-i.n .r ani. Job. ppope .b Lrr_ w.. 1... FLCOA10M a.IHE .--..IP._, -.t_: TPI: ---•cp"^ bra:.Fa:---...._-,try.r_. ICC c•.r•.rp illiam H. Krick Lic. Number 70$6 APAC I NG 24.0 JREF- 1VYQ408_ Z34 03/01/ I, 1tO,/b-//4`J/ - tS -VAVIV wttKLY -- Lot 4V Keagan rolnte - ra ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W7, W8 4x2 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -244# MAX. (See below) from a non -wind load case requires uplift connection. Special loads 18" pp M H. '' 7.c ••OUl''' CITY: 1 FL/ -/5/-/-/R/- Scale =.375"/Ft. Deflection meets L/360 live and L/240 total load. Creep increase Lumber 11 a AN 1Try CO PAW 24C0L&IxO= eDv,.Sw:e 150 Dur.Fac.=1.25 Plate Dur.Fac.=1.25) factor for dead load is 1.50. TC- From 175 plf at 0.00 to 175 plf at 4.56 TC- From 319 plf at 4.56 to 319 plf at 10.44 Truss must be installed as shown with top chord up. BC- From 10 plf at 0.00 to 10 plf at 10.44 TC- 988.00 Ib Conc. Load at 1.56 JT PLATE LATERAL CHORD TC- 2086.00 Ib Conc. Load at 3.56 No SIZE SHIFT BITE TC- 610.10 lb Conc. Load at 10.44 11 W2X4 S 2.50 31 WSX6 3.75 L 2.75 71 W5X6 1.25 L 1.25 10] W4X10 4.00 R 1.25 12] W2X4 S 2.50 13] W3X4 1.25 R 1.25 1 I' 3-7-8 512" T-6-6-0- 6-6-0 118" Typ.l 3X6111111- 1X3(R) = 2X4[1] 015X6[3] 8 3X601 SS0712= 3X610 5X6= 2X4[12] 01 1- -0 0-8-0 7 +9-4-0 3X4= 3X4[13] 4X8= 5X6[7] = 4X10[10] = 1X3(R)= I2-11-8- Le 10-6-12 Over 2 Support R=2154/-244 W=7.25" R=4307 W=8" Design Crit: FBC2014Res/TPI -2007 (STO) PLT TYP. 18 Gauge HS, ave FT/RT=O% O% /0 0 15 pp M H. '' 7.c ••OUl''' CITY: 1 FL/ -/5/-/-/R/- Scale =.375"/Ft. ARNINGI•• Mu1D AM1 iOUA ALL WOTES a IWO$ ORO 01 IIPORTAW" FUSISN TMS ORA711D 10 ALL CMIRAC10RS MCL DIw TIE INSTALLERS. Tru•w• raeu.re o tr c re .n feprlteu.q, neroll • In•t*I11 Gree. o :• tM let*R velum of .CSI (Wl bl,.p fs wewa SNetY Int«Halm. er 1pl ene RICAI ter tett pr*etl • prl rl "° "°: """ ` fell D. 08 1 r perfer I.e. Inft*Ilere •hell prw.w a*yor*rr sr.c„q per SCSI. WIw• ro[er O TC LL TC DL 40.0 PSF 10.0 PSF REF R408-- 26256 DATE 02/28/17 11 a AN 1Try CO PAW 24C0L&IxO= eDv,.Sw:e 150 1 h rIy. p `"«` M*11 "eve properly • tKnw etreta rel . .*an1,q *nr Go<tw `mere •"ell "eve •properly . o IRIO Il l,q. Loe*tlm• •Men`fer pererrn[ bbr*1 r elnt of w + •n*11 n InR In•t*11*r` s q. 87 er 110, N eppl meel*. Appy plea*, to - fern *f are•• r.e pewm *• u.*... LM`lelna Oe<*11 •. .n lee* rotor otMr.l w. Ref« U rfwl.y 160A.2 I., ea* pIN* pwltlm•. AIpI M, * Olv.•.m or 177 W.IrInO Ce eMnte Otero Iro. .Mll ro •pvn,elo for e.y eevl Nlm r w l,q, e,ry f*11«* to Delle aM cru» In cmf«eW.te elle ANSI/T 1 l.ror r« M,Wllrp. •Glpp lnp, H[.II.aIm.Gr*t.np er ar.w, ee*l en We rrwlly « Dwer p¢ I letln0 Nle rrwlp. Illrlo .ow/tDlp. of pmreeeleMI erDlnMrl ree"":bbl''q w1*y ZI d=n ='G.n e1 pw TM erlteRl l lfJ rIR W N NIe rrwlp nr .In .tACtW ler..p.rlelllq er the wllrl.y 0eel er p« ARlrnf 1 See.i. S T O i• i t o*•• 1•,,.G' S'S/ may p yea 7 BC DL BC LL TOT. LD. 5.0 PSF 0.0 PSF 55.0 PSF DRW NCUSR408 17059357 HC -ENG KD/WHK SEQN- 503003 DUR .FAC . 1.00 FROM CH 618 PACING 24 .0" JREF- 1VYQ408 Z34011°1°0. FL 1 17 FLCOA80278 For ver* '"`"""'"' •*e anl• J-'• ren*r*I ro w p.R. e..e aneee eee elaee: AL IRE .Ip.rol[..tw, "I ee pin «,: RTCA: w:..Dt.ro.,.try.tw: Icc: w. ..r..«R illiam H. Krick Lic. Number 70 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Pointe - t9 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.94 BC- From 10 plf at 0.00 to 10 plf at 3.94 TC- 462.00 Ib Conc. Load at 1.48, 2.81 20.625" Typ. 2X4 [ 1 ] III 4X4= 2X4[4) IB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] W2X4 S 2.50 4] W2X4 S 2.50 3-11-4 Over 2 Support R=631 W=7.25" R=726 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) J. -11* I PLT TYP. Wave FT/RT=096 096 /0 0 15 ftu . QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. MMMIMGI" WAD Alp FKAM ALL XPI3 ON TM's ORWI I TC LL 40.0 PSF REF R408-- 262571lOOTArT" FLe1SM THIS DWIID TO ALL COORAC10AS I.QIDIID THE INSTALLERS. Tr.nrf r•yulr• a t or• In ftlr.......9, Mro 11,.y, Y.. pp.,.y, .rotolllny a —.9. F.'_ to roll tro IN••t •plum of`Ilul`(Wllelny C.•n•nt S•r•ty Inf.r.• — by TH UCA/`fey •of•ty petal . pf 0. Q$ 1 s TC DL 10.0 PSF DATE 02/28/17 p•rforr.ny tMs• f.•.Ct .OM. Inftoll•rs moll prop..• t.wr•fy p •Cloy p•r yC51. 11n 1.1f ro i p `— —. 1 n•.• prep•,., •tt.pn.p "r ` '•' .n. Aro °° e. ``° .n.»l n . ep.°„ ' BC DL 5.0 PSF DRW HCUSR408 17059364toriylp •J llnp. L•c•almf fna.n fN p•r•Y.•n6 btK N'r•r`weo oll n c'Iny Inftol l•O O .• eu mf q, 27 — 81O...f •pp—ool°. Apply plo— t' ..en foe. of troll •M p»lclm •o fM. fm OMJ0D .. ...1 rot- •tlNr•1••. 11-1 top whys IOOA-I for ft 1. plot• p••1t1•ro. d 4 'Q - BC LL 0.0 PSF HC -ENG JB/DF Alp— • plpl•.m of lil bl 1p.ny -.-,.—.-..C1 Gre.o Iro .-It rot .• r.1 — ela Por •nY pep. H.m f w1.p, •nr f•Ilur• t Opllp tM truss In cmfwe•ro• .Ian ApS VT 1 1, •r Por n.npllny fnlppiny •p i AN RW GOMAkNY I,`.ft.1l.t.m. er<.nyof tr.,.f ( p. TOT. LD. 55.0 PSF SEQN- 508388 1 m NI• pr lp M o.••r pTO" 11•tl. Th. I1 -11s IMIo•tM of -1 l- or pr f— soy myl ro.fl AAAA• .. I ln•I•l'fo.1.D—I w 7M Wltf l a .11p .r .f NI. pr—lA fpr • iry240DLdeDropDr,su"'ISO ..p.I.1eI11ty •r t". Wl 1pllq D..lyn.r pr ARSIrn1 , $.e.t. SS/ONA` E DUR A FAC . 1.00 FROM RF 0&& FL 1 7 To' nf.r.."°" ..• `"" Jee•f ,noel ro . P.D. — aM ••e .I.•.: '+ Lo t PACING 24 .0" JREF- 1 VYQ408 Z34FLCOAro2nALIPIIE: e.-..lp.rolt..te.. MI. •.o.tp-1..fy. UTCA. '.. try t ' IM f.f• «y illiam H. Krick Lic. Number 70 6iS 03/01/2017 15575-/7497 - B -DAVID WLLKLY -- Lot 4U Keegan Pointe - r9A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 0-8-0 3X4= 1X3(R)= 1X3111 1X310 2X4111 1X3 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. III I , I II 1X3III 3-11-4 Over 2 Supports R=58 W=7.25" R=108 PLF W=3-4-0 Design Crit: FBC2014Res/TPI-2007(STD) M H, PLT TMP. Wave FT/RT=096(096)/0 0 15 QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• MAO AM FOLIA ALL NMS A TNIS OWINGITC LL 40.0 PSF REF R408-- 26258IiONTAAR•• FURNISH THIS OgNING TD ALL COIINACIONS INMUDING THE INSIALLLR6. r • •: s. TfwYo rpul r..... r• ,n fwrl.•[,n0, nYMll„y, Y„pPh np, ,Mt.11„hy w.ehny N.f•r to toll TC DL 10.0 PSFcMl.u•t b Im fKsltwuarq cubponw,t S.r•<y sor"NotiO by TPI hrro MCA) Iw •.q<y pr.ecl . pr 0. 08 ' DATE 02/28/17 t• p•rforN, ny'aMw r,Mt,OM. IM<.Il.rf fn.11 Prw,w t•lpor•ry • oc,np p•r DCSI le,l •f• nec•a O ; op eMr• •n•n n«. P.y.rlr • <•en.e •<r«ewr•1 •n. enl.p re eoncno p .n.n M... Pr.pry . y le ..11 . BC DL 5.0 PSF DRW HCUSR408 17059368Pl,y. Looalonf oho.p f•r p•rN w,t IHKH•r .Inc of onNl n.w Or.elnp Inf[.I l.e To w.<,•no p, NT or 110. .. ygl,ewl•. APPIy PI•<•• to o en r• of crNoo .ne pouum .f o„•.n eM Je,nt O•t.l lf, ,nlwf ML•e •tMr.l N. R.for ce erwl 160A-1 for •c ,re lot• P•flt,•n•. Q O BC LL 0.0 PSF HC -ENG JB/DF A,,.—. bI,, • ar,f,", or I.. bh le,ny CoRe.,N, • cre,q 1„e. 1n•11 Mt M r•fpon•, o,• Per Pry aer,a,en ; i a..... .ny r.I, ,, a«Ile <M erNf, .n <onrer..h,.. .,en ANSI/IPI ,. •r fw n.rollny. oh'pp. P. \ Q, TOT. LD. 55.0 PSF SEQN- 508391ANfl'W ODAAAUJY ,n•c•1l.t,on • ers,ey .r tr,nf••. M y r•1 .n t 1 erw110 w eeYM NP II.tlly -1• efwllhy. InN1- e000plel Ne of "t -1.N.1 erhyINNN (1) •..«..O f l. rwpe lel l lq MI•ly f r tM ~Ion .Ihewh. The w:uNll icy Noo sf tNlo ;rwlny for ohhy otrlCtNr• to E7 24MLALAC Omar 130 rwp-161IMy N slr Wllell,, Coo.g r eer ANSI/T I 1 Se.2. `E_\ DUR. FAC. 1 .00 FROM CH OdzdD FL 3n31 for o• Inf•rYtlon w t... J—*. 9—,.. ro f P•q..,,e —_ w. ., <... I FLCOA0021! ALPINE' w..•IP,whc. coo. TPI: ....tpin.t.era. WICA: ....1x,MN.<,y..—: ICC: ... .f.f..ery illiam H. Krick Lic. Number 70 6ISPAC I NG 24.0" JREF- 1VYQ408_Z34 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Meagan Pointe - i-bi Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x6 SP SS :B2 2x4 SP N2 Dense: Webs 2x4 SP A3 :W2, W5 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 24.00 BC- From 10 plf at 0.00 to 10 plf at 24.00 TC- 726.16 Ib Conc. Load at 6.40 PLB- 700.00 Ib Conc. Load at ( 3.00, 8.71), (6.00,8.71) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD 1ARNINGI•• WAD AID FolLN ALL TOTES CIO THIS GIIMIMI INMTA•• FUMISN MIS DRAWIFL 10 ALL CMILACTORS INCLMING M INS111LLERS. IR No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" OC in 11 W5X6 S 1.25 lieu of structural sheathing. 51 W5X6 S 1.25 FROM CH 10] W4X4 2.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY 15] W4X4 1.75 R 1.25 MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS 27] W04 S 1.25 BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR 28] W4X4 S 1.25 PROPER ERECTION. 29] W4X6 S 1.50 30] W4X6 S 1.50 NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4X4 [ 10] = 3X4= 5X6[1 ] 5X6[5] = 4X4[15] = 3X4= 5X6= 4X46 4X4[28] s 4X6[30] III 3X4 m B2 2X4(**) 10 3X610 2X4(**) 10 3X610 3X4 2-9-0 3-6-0 2-7-11 15-1-5 I cc 24-0-0 Over 2 Support R=2740 W=6" R=2026 W=8" 3X4= I 2X410 L --2-10-0---'-j 1 0 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /0 0 15 Ni H. 1. 4.. j '% QTY:1 FL/ -/5/-/-/R/- Scale =.3125"/Ft. 1ARNINGI•• WAD AID FolLN ALL TOTES CIO THIS GIIMIMI INMTA•• FUMISN MIS DRAWIFL 10 ALL CMILACTORS INCLMING M INS111LLERS. IR C % TC LL 40.0 PSF REF R408- - 26259 rt1 I111L_ AN RW COMPANY 24MLdtOmpDI, Slole150 Trw,e, reeulre s ar e r ,n Ieer,e•t,n0, n•rol,nR, ,n,pp,np, lmtell.,q ero er.e „q. Refer ae e rellaroI.a..a .elalen ur .uI iwllelnp t s.retr Inrere,alen, e> 1.I .,.e ncAl rer ..r.t> Pr.oa1 w i• .errsr.,n0 tn•,e f,•.ec lel,f. Irouller, ,n•11 prer,M a,eoer•rr a s.nR Per RCS(. IY.Ie„ ro oP enoro .nen nw• .rewrlr •<t.on•e ,tre.e r•1 ,1r to 1,q ero e.uv enure en•u n•.e • .rewr r . « ' rlGle eNllnp. L«•ll«, ,ne.,. Ter p.r.e/,M<1•ter•1•re,KNnt oI ..e, fndl neve .r«1„R In,telle0 eet ,en• 0T. R1 or Rto. .• •pplleWb. Awlr P"te• a e•en I•eo or tru„ roe po,n,on ., ,nw• •.e tro JO Int Det ell,. .•,lee, roles *t IN Rarer t• a 1.R, IPDA -I rer -dPlete M•I<len,. ICopsllwlas Cr.*Gro.q Iro M•11 not for any fAlelro. • Olvl•lon Of T• WllelnR a re>pw„I.le aw l•tlen elr,.• •nr rellur• t0 Wlle tn. [re„ In confxe•nce eltn ANSI/III ,. Or ror n•nellnR, MlppinD. rote)lea.on. Pres l,y er tr.,.•.•. 1 .rl NI. 4,-:,* N oee.r pi" IIesIA Nle er-III0. Illeleeeed eebWlell...r p-t-len.l "I -r1 rMP.II.INI l Ilr ..1.1) rer L,. bel . erste,. TTI. wlte.l l llr mole - .f t01e errollr r.r .9l .Lr.saw 1• e101er W AI/11P 1 S:. reeilldw, lltr.f tA. 6,6 ding DeEee. o. 08 1 2s S T O j:G A fE Iv_ .. .... h LC enr.•• L7 SI0NAL IsIHRwI TC DL BC DL BC LL TOT . LD . 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 02/28/17 DRW HCUSR408 17059359 HC -ENG KD/WHK SEQN - 503020 DUR .FAC . 1.00 FROM CH 161SPACING 24.0" JREF- 1 WQ408 Z34OdMdD.FL )2SJ7 FL COA FD 278 F., ire W-.- ,ee and„a•, 9-r•1 , ro • p." ane mese ee. ,Its,: IALPINE P,ro,a. TPI: tp-st.orR: WTCA e...,et,ro.,trr.tee: IDD:... •ere.«o illiam H. Krick Lic. Number 70 03/01/2017 15576-/7497 - 5 -DAVID WEEKLY -- Lot 40 Reagan Pointe - FGZ lue Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 6.50 BC- From 10 plf at 0.00 to 10 plf at 6.50 TC- 1087.53 Ib Conc. Load at 0.69, 2.69, 4.69 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 4X6 [ 1 ] = 2X4 III 2X4 01 1- -0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W4X6 2.75 L 1.25 4] W4X6 2.75 R 1.25 71 W4X6 2.75 L 1.25 81 W4X6 2.75 R 1.25 4X6[8]= ide 6-6-0 Over 2 Supports 31 R=2109 W=4" R=1544 W=4" 1l PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=O% O% /0 0 15 1%[ H•- 4/ `6,QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNIMGI•• NEAR Alm F011DN ALL NOTES ON THIS W"11161 IIMTANT•• FIOISM MIS "BIC TO ALL CON11 CIGAS INCLUDING IIE INSTALLZAS. TC LL 40.0 PSF REF R408-- 26260 Q D AN ITW COAAMM/ 24ML.Lt_QJ W Dr SIII! 15I) Tr.nr. r. --.r..... ....r..n frr.....r.9. n.M1.np. ...rr.nN. .rt.11. .,.e D .t.,,N: N...r to 1.11 tM Iaeet -01a1w. •/NC51(WI10Inp Caey.r.•n S /•ty Infern.tim. by TPI NTCA)rfor f•ty pr.ptl pr1 o perfor-.np tMw r.nct .ane. Inetel.ere M 11 prer.r ae.rery-r.t.ry pr 0051. IM lees Mt•e s top t1or0 M•11 ne"• proporly • - ear.it r•1 M•.anl,q r0 Malr CMN enell 1.•r• • properly • ,y ri p10 cN ll.q. Loc.a.r, elo-n`r•r p.r•.nent"Lasa r of rr eLal My. Dr.c lnp In,talr` r Lt5 rwr. NS. N7 •r N10. o.. etoo b. Apply for to u e n'(IGO H tree oW boo.- r lot, •a Mow. """ tAl Alnc oa-11., o MtM aMr-Ir. Rotor as erriny. 1f0A•z r.r a.rb.re plot, ratlaM. I - Alp.,o. • O.y...on H In W.l•.7 Co.twr.r s Gro.- IM MII net r r•epre..le hr arty Oey. •t.r frOrrlnp, ry f.11 -r• [ D -Ile tM truss In eonfor-w.e. aan ANSI/III 1 or for n..bllnp, rlppinp, t.w, . Dr•e.np .f tr,.... Iwl w1 "1. Orlh •r osy.r Po" 11-1.8 tVI1. 1-1-r4. 1-1•1ept w• of pr.f -1-1 •rq lrwr In, r-•pwwlu llit.,oo:y f r tA• -- ie. 7M wltr111ty - w N N1• br1.fts for ry •t.astr• 1. r••pwwlel l lty .r Ne •tel lelry prl l•r per ANSI/TPI1 Ss.z. 0. 7D8 IT 1 T O l p i t''•. • ee.. •,. d' S1pNA EN t TC DL BC DL BC LL TOT . LD . 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 02/28/17 DRW HCUSR408 17059351 HC -ENG JB/DF SEQN- 508454 DUR .FAC . 1.00 FROM RF ISPAC I NG 24.0" JREF- 1VYQ408_Z34O' FL 32827 FLCOA10279 For o. Inforutlr .« -1. Jr'. pwler.l -- p p. - -- re t, t..: ALPINE- re..Ip.ne.t- oo: TPI:--..cp.n•a.-rp• .TGA ---• n.-,try•.r• I« r-•.tt,-r•.•rp illiam H. Krick Lic. Number 7016 03/01/2017 1bb7b-/7497 - B -DAVID WLLKLY -- Lot 4L/ Neagan Pointe - GJ/ lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. THIS DBT, PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al )= L<- 1-4-0-3-J 7-0-0 Over 3 Support R=360 U=62 W=4" RL=126/-30 R=169 U=82 R=127 U=0 24-2-11 3-1)-3 20-8-0 Design Crit: FBC2014Res/TPI-2007(STD) H• 'n PLT TYP. Wave FT/RT=096 096 /0 0 15 r_TY:6 FL/ -/5/-/-/R/- Scale=.5"/Ft. SARNINCIAM FOFlOB ALL NOFES 00 7NIS OWOIiI IiDI1TANF•• FURNISH THIS aNAd1•D /0 ALL CINIIRACHNS INCLUDING INC INS7ALLE6. s TC LL 20%.0 PSF REF R408-- 26261 Tra.». r..a.r.. a Dn rw,r.a.<DnO. h..bl.•.. .h.pp.hd. D........ q • .a.hN. N.r.r <. r•.l ah.er`ae51`(M.11e.np C••,.......r•L, Inr•r•,,.,n. .,7p1 ..e WGA) I., »r.,, Pr,da. Pr, o. 708 1 A TC DL 7 .0 PSF DATE 02/28/17 Le p•rrer•.n. I -so ru.pa.ero. 1aa...l•r, w11 p,_.M <•.yr•rr er».nd Par SCSI. W.... ro<•d e ap 1— Y..11 h..• pr•yrl, .It-- .<r.e . .roNhl,q..w .oa'eror0 prep•r1, a L.e.Uaro own ror 1•tK rot 1.. I ».11 Imt.11r,0 BC DL 10.0 PSF DRW HCUSR408 17059349 Q r, II 7• ri pie .Illnd p•r•o.•n •D w..r.•Inp e<.». q, 87 or 1110. ., .pp.1<.el- Apply plot,, a• a»h roe. or <r.s, ww po..,..n ...now. ro J•.na 0•,,..•. owl.,. roab ae er..l,q. lda-: Ter ,arw.re pIo<• »,.,lon,` y' Alp. t C T O7 BC LL 0.0 PSF HC -ENG AK/WHK 9 Gro.,• .. Gro. . e.v.•.en Or 17• Wl le.n0 Cr.pa.wn , Gro.p Ina •I..11 rot a r,•pem.•1• ror w•r d.v.,t.en Ir r .np. », f.11o,r. to eul.• lho <r.... .n es.r.r•..c. ..to ANSI/IPS ,. .r for hood. IM. M1W1. @ A'•. AN n'W C10MPANY h........ . •r•<.nd .r aro,...,. qw G TOT. LD. 37.0 PSF SEQN— 879989 v1 w <AI. dr—ln0 N OMI pyo 11.t1y "Is .r.Nly, I -I.— .d.ap<,a. N 0Mf».lowl .y In»r IAD r••pwwl.l l las »I.1, ror . d»./. YH o. T. wlt•dl1la> .r w Of NI. b ly e.r nq..<s<etur• a DUR 1.25 FROM RF h. 24WUle OMVDr SmNlxl r.•pwwl.11lq H n.• \.1ld.y D»I.n•r ..r AISI/TPI , Soe.2. FAC . OfIrdo,FL 37937 For oar• lnror..a..n ... an.. J—'. 9—r.. ro , pop..ro aro» .•e .1t,. I NG 24.0" JREF- 1VYQ408_Z34FLcoAronaALPINE• ..I.Dro.a..<v: TPI. ....ap.n,a.ord. NrCA: ass . .w...ar,.ao•, lee --- dd..r..erd illiam H. Krick Lic. Number 70 61SPAC 03/01/2017 l 100/0-//4V/ - D -UAVIU WttKLT -- Lot 4V Keagan rolnte - L.JI ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6 21-2-11 R=-36 Rw=24 U=34 T 0-1 -3 20-8-0 R=9 Rw=15 U=10 T 2X4 (Al 03101/2017 L`6-1 -4-0-'5`J 1-0-0 er 3 upports R=201 U=57 W=4" RL=33 PLT TMP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096 096 /0 0 15 11IµhI/rly Q/ Q'_TY:4 FL/ -/5/-/-/R/- Scale=.5"/Ft. OARMINGI•• WAD AND FOLLOG ALL MMS ON THIS MWI16I Ii00TA117" FINNISH TNIS OWING IO ALL OIM ILMIGNS IM1aOl N) THE 1NSTALLEES. TC LL 20.0 PSF REF R408-- 26262 d I D AN RW 0011 Y 210D LtIe QLlfta Swig ISO Trm» rp,.,r.. a .r. In .wr.e.aln0, n.rol„p. -ow”. In t.11,np ...e •reeln0. A.r.r a reel 1 a »,aeon oI'c51`(wlleln0 ta en•nt Srety lnror••tl». by IN .n• RICA) for »f•ty yr•ea'le" ,rl • o. 708 a t• yerfor•IIy arose f.•.cal•ro IMa•11 ers Y.•11 prw.w a•eper•ry er•o.ny Per OCSI 4nIN• roaee e oytrove •MMI (.eve yrepery eaa•en» earvea«N .I..•UlnO .ro Maaw eroN eMll Mw . prewrlr rlple eNll,q Loe•aleM fne.n fer yer••nwa In«M r•farelna •f w•f fn•11 neve «•clop (mull »a " 5 feet , en• A) O) er A10, w •pplle••le. APPIY PI •ae• to o•en r•cn or Gruff erb pm,t.on •f Y.oena• Owe aM JO Int Detelle, v,l wf rolb Otrof•IN AefH ae Orwlnpe /5011-2 rer •a•rM•r• y1 K• ye•Itlen• e S T F Alp-. • el.l•.o.. or 1T pn,lalnp toys..naf wo.q lro. fn•II rot » refpor.•.•I• r r e,ry eev w Ir • t r 411«• to •elle tro arms In cont«•u.e• •Ian NIS1/T 1 ). or r« n•rollnp. fnlpy lop. • •r• In. t.11.tlen ..r.a.. e, ar,.... .cis .••e•n 1•,.•• G IMNI• orwll.p « o•••r pp• 11W.9ally bwlllp. 0-1—•meyLHs• sf P—f•••IeMI •rq lrMrllq r» pM.•101I1q »I•ly r r a I»19I Y.eN.. Th. w1tr111ty ens — N ul• •rw N1p for eq •eracew 1• r•• p l•Illq N t,. Onll•Ing O••Ipror ,.r ANSI/V1 T S-2. o rt EN.a 1 TC DL BC DL BC LL TOT. LD. 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF DATE 02/28/17 DRW HCU$R408 17059348 HC - ENG AK/WHK SEQN- 879986 DUR. FAC . 1.25 FROM RF 6PPAC I NG 24.0 JREF- 1VYQ408_Z34 OAadoFL3+.83] FLCOA10278 r• r •«e Inro,..uon f» L.I. See . pence( ro f Paro w• •Itef: enc .aa,.. try ta. I«:... ..r. «, illiam H. Krick Lic. Number 70 AL11ME ....IP.ro.t. te.: M e••.ty1Ma urp, a1ICA: --try 03101/ 2017 t7D*10-//47/ - 13 -13AVIU WLLKLT -- Lot 41LI Keagan r01nte - LJIA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. IPLT TYP. Wave AN IPW COAA3MNY 2400 LAe Olmle Dr, SDIt 150 Odando, FL 32937 6 2X4(A1) 2-11 R=-36 Rw=25 &-* 21 20-8-0 R=10 Rw=15 U=10 T Le -1-4-0 0 1-0-0 er 3 upports R=191 U=61 W=3.5" RL=33/-21 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15 WARNING I•• IIFAD AM FOUN ALL NOTES 05 TNIS OIWIIGI Ii01TAIII.. FIN/ISN 1NIS ORMOND 10 ALL COMIRACIORS IRCLLMING TIE IRSTALURS. Tr--• r.q.— —t c r In I•pr l.t.ny, —.9. •n,ppinO. I—ul..np a.0 .r—ono. Rafar t. n M Lust -I<I•n or OC91 (W1lalnp Cay—w.t S—ty Inforootlon..y TF1 — OICA) Ter N•cY Or -ti • i p.rrgf,ny t . f.aoe[.eM. Ina -1— •n•11 prw.•• toop•r•ry p ac.nD per CCs.. lt.l» netts O op cn.oro Mallon . properly •tt•cn•o • r•No t1 •na 119 — old MHI n • pro•r1y t I910 tcel I loo L«.t.«• M ,. oaf- p•roanent'1.tK.1. —Int or — mM.11 n; — —In,p pImt.1I— q. 01 — 010. — app—oola. Apply pile. t ,' n r-. er [' Mem. •per — --on .. Mlolnt Detail•. . .... no— ot-1— Rotor to ar—In0• 16OA-2 far --rd plata p••Itlon• A.pI—. • al.l>lon Of I7W Wlleonp Caaw.m . dr, I« Mall —t - r•epenf lel• ror any a—LUM r r wlno, any Lllura to q.l.a tn. truss In ooHora.n.c• •Ith ANSI/IH 1. — for nanalln,. M.ppinD. nate..-:« • or -..g •r tr.nu>. Fool ontens 4NNllg M Ca.ar PMa Ilatlrg tela 4-Ilg. .00.eates aeooPastso of praf saZonal orgllo h p -,.al l lty oolaly foo t Noal/I Ylwl. The in,171l lty dila w at -I. "`_j."for -M aWet.aa .. oeliona, llty of tea 0,11 ding D—IV— par ANSI/T 1 1 S—.2. ror Nora InforaetlNo .— anb Jee•• Denor.. nn . pago and tea.• —p .Ia—: ALPINE .elp.—.t•.coo: TPI: .—.[pont-9. PTCA. w..•—try.coo; ICC: •w •are.ore 03/01/2017 Scale=.5"/Ft. REF R408-- 26263 DATE 03/01/17 DRW NCUSR408 17060004 HC -ENG KD/WHK SEQN- 511303 FROM CH JREF- 1VYQ408_Z34 QTY:2 FL/-/5/-/-/R/- i TIC LL 20.0 PSF r. 08 1 TC DL 7.0 PSF BC DL 10.0 PSF T O Q BC LL 0.0 PSF la,..•G rO' TOT. LD. 37.0 PSF ANAL EN .e' DUR . FAC . 1.25 ISPAC I NG 24.0" H.Krick Krick Lic. Number 7086 03/01/2017 Scale=.5"/Ft. REF R408-- 26263 DATE 03/01/17 DRW NCUSR408 17060004 HC -ENG KD/WHK SEQN- 511303 FROM CH JREF- 1VYQ408_Z34 15b/b-//4+J/ - 5-UAVILP WttKLT -- Lot 4v Keagan rolnte - Lia Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) m Lc— 1 - 4 - 0----J R=222 U=46 W=4" RL=63/-23 R=59 U=28 R=50 U=0 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 o•WMOIINGI• AM AM FOUM ALL BOOM 00 THIS WMING1 IWMTMT" "MI; THIS 01tOdRIM 10 KL C0"M0011S 111MUDIM1 THE INVALLEAS. TrafMf repa.r• • tr ! r ,n fmr,e•c,n0, nuWl,np. •nlppi, .,n•t •111np •,He ereelnp. Ae rer to erd 11 tM IUMt •OI<len of KSI (Wlle l,q Ca•p•rrnt S.'-'In/sruel m, ey T 1 •ne )CA) ror Mf•t, --11 of O p•rfere,ny c M fvHet. mf. IMtel l•r• W11 prw,w [mpor•rY • •llnp p•r KSI. lt.l •s• Mt•e O • tap !MM M•11 Mr• properly Naetl,m •tr.etarel •Metnlnp ene mtlm cMre •1 e16 new • MNY r. M10wtt1e • lmn1pl •, aw.my f• eIrlu. re e„ qto or tuvt.,e.efeefw. r lm br•r a aarnwea•le,+ pnnf•f1s/ 1 fa0noAo. a 21 warerlrrn• u• p•e•rn, bb+•, Hr•lea1••o,arl• elmor peosP•• r V. V. — formn... Mln= eal ol. mnr• H paly.. l, m 3. 87 o 010, Aply pU.. 1n 0—.0.. MI•f• LPO 1iwtGrNIa w Tulle - tr... 1,w1n A51/)1 /, for nlln. nIM AN ITW CCMM m f e•.er Per 11 •tIM ewle erwllq, Inplapu• MwpeelH•• of P1.r...len•1 e11 InMrli rMMr 161114 —1.1y fer c e••I p, .. Th. _1_.my e110 w f "1. 4-1.9r1lr eq etfte:tw le 2400 Late Ormir Dr. Sun 130 r••p•,Ielll ty of 11 0,IIe1ng Dml/w - ANSI/Mi 7 S-2. Odw,k FL 3337 for sr• Inter. im fee anis Jm f 9. 1mM poo. —a — .ee •ItM FLCOA00'79 ALPINE:. sip—t..— TPI: w• tpinat.ero: VFCA: .. try.l ICC Mr•.ery A H. 00T0T1 708 1 C i = T O 1• w 6 NALI o AQI H. Krick Lic. Number 4 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF OT. LD. 37.0 PSF DUR.FAC. 1.25 1 61SPAC I NG 24.0” 03/01/2017 Scale=.5"/Ft. REF R408-- 26264 DATE 02/28/17 DRW HCUSR408 17059347 HC -ENG AK/WHK SEQN- 879987 FROM RF JREF- 1VYQ408_Z34 1bb/b-//4tJ/ - b -UAVIU WttxLY -- Lot 4U Keagan YOlnte - LjjA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al) iaa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=58 U=28 2-2-11 1-M-3 R=50 U=0 0-8-0 03/01/2017 L1-4-0 0 N3 -e -e -e R=224 U=46 W=3.5" RL=63/-23 WRIMy Design Crit: FBC2014Res/TPI-2007(STD) PLT TMP. Wave FT/RT=O% 0% /0 0 15AM A-10—T-M.'' QTY:2 FL/ -/5/-/-/R/- Scale=.5"/Ft. NAMING. I•• MAID Alp MLO ALL APES ON THIS WMIIM:I f' TC LL 20.0 PSF REF R4DB-- 26265I.IMMIT" FIpsIS" 1111S 00"ING TO ALL CONTRACIONS INCLUDING TIME INVALLERS. DATE 03/01/17 Trww. ro • tr a r• In f.-r,e.[1 n. " , MIr.A-, •p' •p poles. lorot-I11 .w-roe,ep pof.r to roll 0.708 1 itMIKNt .a ltlw of peal (bl1.lnp Coyw,• S.INY InfOrYa w. TPI •TCA) for •r•tT pr •eel . prl r TC DL 7.0 PSF P.rror•,np an•.• fuaet aeon. In.coll•rf M.11 Prw,•. toNIb-, • .e,.p p -r WSI. IYIIw. ro r• A DRW HCUSR408 17060005eepCMr• M.11 M•- prep-rl Ht -en.• strotUM•1 M..MI p M• -etty .lost• M.11 n.... . Prep•'ir I.. 1....11.0 BC DL 10.0 PSF dIE r1p10 e•Illnp. L.ea,w. Mwn to, p-r-.n-nt 1a•r of ...... o M.II n .el.p s•tu w. q. 1) .r p10. .. -pplle.-1-. APPY plot•• e• f.corof crus• a.b Po.,t:m .. Mew rwl tpCA.L ter aw•.r. P.- peau ws. tM IOlnt D-ta b, uIl-.. rote •Unf•1 N. A•qr to -.- O @ BC LL 0.0 PSF HC -ENG KD/WHK ILD AIPI ro, • •1rl.lon or ITS 11.1. l'I Cc.p11 1 Groep Uro .nol l rot w r••pw... l• Ter -rya wv1•tlw fwir,p..ry folly c• 0-11• tro trin- In cwfor•.ne- It. ANSI/IPI 1. •r far n.nellnp, Mlppl,q. w AN rrwcoMRWY I,ri.toll.l,w •-roea.p .f tr, . t Ss .• Ip••e.Gta TOT. LD. 37.0 PSF SEQN- 511306 INI.1 w wl• •r..1•p M CM/ p•p• 11•tlrq Th. 4••Illp. IIISod - or "1.11•• at pf•f•••Iw•1A -p l• lllI. •• las /•r elr •••Ipn w.•e. T' wl-1.0. ty wC w ab tnl• Ywl,lp .-e 1 •tACtw 1• DUR 1.25 FROM CH 240DL•UOnapDl SuptIxl loops l•111tr •, tn. pl,ll•I.S C—IV— p•r ANSI/TP 1 T S -e.2. FAC . 24.0" JREF- 1VYQ408_Z34OdmidpFLjVIj) Fer a 1M—lob .N MI. fm'. p- — ro . pop• .,C ul•s• M a,.. t•ea^e-,trY. FLCOA00279 ALPINE: ---.Ip—s -acv. TPI •••.tP,^.t.erp..TCA - -, Itt. -11166f. erp illiam H. Krick Lic. Number 70 6PPACING 03/01/2017 15576-/7497 - B -DAVID WttKLY -- Lot 4U Heagan Volnte - W 5 lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 (A1) m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=55 i23- 2-11 2-M-3 0-8-02 R=89 U=0 T 03/01/2017 L --1-4-0-1-J I cc- 5-0-0 Over 3 Supports B R=288 U=53 W=4" RL=94/-27 NINIWhIMy Design Crit: FBC2014Res/TPI-2007(STD)AA JI H. M'r, PLT TYP. Wave FT/RT=096 096 /0 0 15 7.T ••'' QTY:4 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNIMGI•• MW AM roux. ALL NOTES a THIS Glwlil I01111TAIff" FUINISN 1NIS SHARING 70 ALL COnRACT0•S INCLaO1NG IM IS67ALLE•S. TC LL 20.0 PSF REF R408-- 26266 Tru•.-. requ.r• • trer e•r• In r•er,e•clnS, •M 11 ppinp, a•ll llq •ro er•c .rq. Sef•r ae roll tM INe•t bltlon •r SCSI (Sull•1 n ' p •"' Gp.pen. 1 . Inr•rllglo n, e; ;PI . e .,u1 for ••r.a, pr•1t1 , prl r o. 08 1 TC DL 7.0 PSF DATE 02/28/17 o par ror•,np aMe• rpro, l ,.•. IMc•11-r. 111.11 pr t er•rr a .e.np per •CS1. IYII •fe ropr ep CIKr• •1.•11 Mr• pr•p•r ly • t•o1.-a •v.Ctur•1 • I,.S u or CMN •MII h • •r•prly NO1O n. r r•Int of N,•11 Mw e Klnp Inft•11.0` r- Lr BC DL 10.0 PSF DRW HCDSR408 17059346 rt T• a sl pl` p.r•Apply l-, c•1 3. 1 fe.euan• •]. n -r •1G, •• .ppue.el- Apply p1•t•• ce ..en r.ee or craee ..e po•.uon .• •ho... ..• 810. 1.11.1 Det•11.. .n 1... rot•• oaMr.lu. S•f-r to Orw Np 1•GA-2 rer •c•rl••r• plea• p••It lon•. S T O BC LL 0.0 PSF HC -ENG AK/WHK AIp,M, • Olvl•.on or 171 Sul1•Ip C••pOM=& Gfotp Inc. -1 1 not M r•epen.lele ror e1.y eevl•tlen r i• AN IrWGOnAM41V Plop, .np f•Ilur• t eulle [M trues In confp•u.ce .11. MSI/TPI 1, or rW -11.9. MlpO1nO, Iri.t.11.t,on . er•clnp er ar-,,.,. 1•, •' '' TOT. LD. 37.0 PSF SEQN- 879988 0. 1 • wl M tLl• pf•11rq H rr•r pr0. 11•LIM Th. 1=161 Ill•1••w t1••W. 01 •r nr•••.y •IISInM11MI..P.I.11111tT ••Ie1T f•r -In l.2 •n• W .r tl.1..rM11y ft, Iq .tKtW 1. II_`G L DUR. FAC. 24O0LdeDI•nieDl.SulmI5O 1Wwv.. TP6 S Sr.•pwlelllt N aM Su1NIrAi 1••1/.•r P•r A161TI /See. t. L FFF 1.25 FROM RF I NG 24.0" JREF- 1VYQ408_Z34OAa1dDFL3+.837 For Mr• Infor tit -, thle Jae•. "-181 pp..ro tMs- we 111.1. I FLcoA;wm ALPINE: --p-1. aa-• TAI: ----apl er,:.TCA,aal^e cr,•av la . ae-r-9 illiam H. Krick Lic. Number 70 16APAC 03/01/2017 1bb76-/7497 - ti -DAVID WLLKLY -- Lot 4U Keagan Pointe - UJ ue Set: 1313 (Effective 6/1/2013) cchord 2x4 SP #2 Dense hord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R=115 U=55 3-2-11 2-M-3 2 R=88 U=0 T0- 8-0 03/01/2017 1-4-00 L 5-0-0 Over 3 Supports R=290 U=53 W=3.5" RL=94/-27 PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=096 096 /0 0 15 MItMWgrygM P M, H l'%, a / 4` TY:2 FL/ -/5/-/-/R/- Scale=.5"/Ft. e'411ARNINGI•• WAG AM FOLLN ALL MMES 00 TWOS ORAWIWl IBMTAITT" FURNISH T101S DLtN1N: 10 ALL CONIRACTONS IMMUDIM TICE INSTALLERS. r TC LL 20.0 PSF REF R408-- 26267 rt11 A 1111L— AN RW gDMAWY rte_ SwrcI50 Tru0000 r.•elr. e a p.n Iir,e....0. —1-9.. ,n.po,.q. Ie.<.Il.ng ero •r 'e aeR.I., •ry 1.0 0.708 1aM1•<•StIn••Iden of KSI (8-10119 CoNbor.onL S•r•tr IMor•,tlen, ey 7P1 a OCA) ft, oor•ty proetlei offt0o•r for•p tlw,e --1-11 ro •n•11 pr—do to;or•ry eroeln0 ,or SCSI I lo" ro op erord M•11 Mr• prep•rly ..— ,a ructus ,Maning •ro bo— more .MOI — • p,epotly.11 1 r1g10 Ce111r.p. a.ee•tlon, ,I.e.n rer p•r•u.ont i—I r•,tr•Int of ••e, -ll bora eretlr.g In,telloe TICS ' _ U•M 6S. 67 or 610. N oppl—l- Apply pl•t•o to •oen roes of <ru„ a pn,.t.en •• •Owl •e•,• ro Jelnt Oot•Ilo, .n le„ roao• eal.er•I••. Refer a• eroo 16GA-1 ror ,a•rWorO lot• Itlon,. pe p „e S T O ;Q dr—IM. • Olr U.on or IT Rul l•Ing Cayon•.— croup Oro. .nal not ee •opon,.el• rer ony 1miz. on rr adr—IM. r.y ra mr. <o an• aM crus. In eenro.•.nee aen ANsvrn I,rer mr n.rou t • roullotlo. 6 sree.np er v.ew.. ^1• •... p. Ippl"°' •' G 1 M NI• prolro M •1•M pM• 11 11ll0 NI• b••Ing. InRIe•LM •0••pTl.e• of prat -4 .1 MglnMrlp C r•r<e• —lam •11 1. TI• —1-111ty •It6 w M GI• •rally far .rpr •trlstw 1• 240L&LeOWVDr po IClllty •f w 0ulleing DN,Iglrep.r AMI/TPI 1 S•e 2. o o•'; M I TC DL BC DL BC LL TOT. LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 03/01/17 DRW NCUSR408 17060006 HC -ENG KD/WHK SEQN- 511309 DUR. FAC. 1.25 FROM CH SPACING 24.0 " JREF - 1 VYQ408 Z34OdNdo,FL 12837 FL COA b 278 For dor. 'ore ..tion ,•• Sols Joe•, gonorol ro ' p'°' . • tn.,...e ""': ALPINE .olp.ro,t• cod: TPI: doo-p. t.erp..FCA:......e --try.— ICC ure erg illiam H. Krick Lic. Number 7036h" 03/01/2017 15576-/7497 - B -DAVID WEEKLY -- Lot 40 Reagan Pointe - HJ7 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP X92 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 T_ THIS DEG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 Ib Conc. Load at 1.41 TC- 117.64 Ib Conc. Load at 4.24 TC- 231.93 Ib Conc. Load at 7.07 BC- 17.06 Ib Conc. Load at 1.41 BC- 100.08 Ib Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 1-10-10- ile 9-10-1 Over 3 Support 311 R=318 U=145 W=4.907" R=71 U=24 R=328 U=65 24-2-6 3-9-14 0-8-0 03/01/2017 Design Crit: FBC2014Res/TPI-2007(STD) P. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 TY:2 FL/ -/5/-/-/R/- Scale=.5"/Ft. MARNINGI•• READ AND MLLA ALL APES ON THIS MOIrll f TC LL 20.0 PSF REF R408-- 26268WWjART" FVOISN 1NIS WANING 70 ALL CONIRACT INCLUDING. TIE INSTALLERS. Trw rb•".re . t ... re le rrrl<a..,` n.,..Ilne. m,r.n.. ,. to l,np ... • .......r.r to r•11 tM I Num o1`NCSI<(N•I IOI..p Co•..r Sale" Inrerotlm. s, Tell are, N1CA)rfor f•ty yraetl< yrl te yrfe.+l., tA+r ImeurA, I. ..... r. -11 pr a••pr-y err.n.R per KSI. U......rteN e 0. 08 1 TC DL 7 .0 PSF DATE 02/28/17 ell CI .MIN Mr• yrerrly a ta<nW .Nett ran •I»atnl„ •eN oa r cnor. .h,l. n • properly . for l Imt.11ao S BC DL 10.0 PSF DRW HCUSR408 17059350 rI rlyle c•III,.R L«atlm. - yrerrnt"lateral re tralnt of aeo. es, new Dfa<lro em .3. R7 or 810, a. arl.erla -1, p1•t•a a• •atn rate or tr.r. a,.N pe.,t.m trr`JO sm Detail., u. roto OtMrel r. R•r•r to ar 1 I.DA-2 for strlearO late a Itlm."a r eD, a e•. S T O ;@ - BCa 1111 Aly l..•. . e,e...m or nil Wl b.n, Ca rrn . Cre.q Inc anal rot a r•fymu el• ror any ow.N.m rr tanfer• is LL 0.0 PSF HC -ENG AK/WHK AN11'WODMMNY o •cmy I•,1era to eu110 eM truss In c.rx .Ito ANSI/IPI 1, or Ter n•mlln,, .nlppinp, loy. t•11.t.m s Nrr:,e, •I tre.u.. V . , e,,,, 6 TOT. LD. 37.0 PSF SEQN- 879994 Nrl Omy, 40 "I. Orrlro• In/Ie.trr W-Nf "'"'Schaal 0.-1 rory-INIItr c` SS ON DUN. FAC. 1.25 FROM RF rwm I"1. rfNlerIONNI.. .. 1. and -.r tell. Orrin, r mp NVtart-N L24COLACOmpDr,SWIt130 raNpeele ty .8.IOIro DrlOrPaAMI/Till 1 5•.2. I NG 24.0" JREF- 1VYQ408_Z34011mkFL32MForNor. Inrorsetlm .•• enl. Joe'. 9-r..ro • ya,• •..e tlrw .•s •It : FLCOA40272 ALPINE TPI- •• W.n.t,er,: rrDA. a ee.try.or: IDD: ee. <.ar•.•r, illiam H. Krick Lic. Number 70 6FSPACI 03/01/2017 7SS7b-/7497 - 5 -DAVID WLLKLY -- Lot 4U Keegan Pointe - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP q1 Dense Webs 2x4 SP A3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -296/ MAX. (See below) from a non -wind load case requires uplift connection. 139 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 F THIS DUG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -15.44 Ib Conc. Load at 1.41 TC- 115.64 Ib Conc. Load at 4.24 TC- 230.67 Ib Conc. Load at 7.07 BC- 19.44 Ib Conc. Load at 1.41 BC- 99.37 Ib Conc. Load at 4.24 BC- 176.75 Ib Conc. Load at 7.07 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. cA4 kR I ) a 4-2-6 R=121 U=24 R=-296 U=7 0-20-8-0 1-10-10--Q-42-1 Le 9-10-1 Over 4 Supports 311 R=620 U=143 W=4.95" R=988 U=65 W=5.657" 03/01/2017 Design Crit: FBC2014Res/TPI -2007 (STD) P M,H; /'% 4iPLTTYP. Wave FT/RT=O% 0% /0 0 15 TY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. MARNINGI•• "AID FOLLON All NINU a THIS OR 991 TC LL 20.0 PSFRSOII % ITANT•• FUMISN THIS Dp ING 70 ALL CI NINI CTORS INCLUDING THE INSTALLERS. REF R408-- 26269'? 7r.,..o r.e.1r.. a .r. 1n ...r1e.t1,1p, n1n.11rq. .n1pp11q. 1n.t.111 .,1N .roelnp. N.f.r t. ywell o. 708 1 = aM I.t•st Wltl•n OfrpCSltrW1W.. fie l S.f.tY Inforutle., or Tpl ..1• IBCA) for •.f•lY pr.etlAi rl . $ TC DL 7.0 PSF DATE 03/01/17 t• p•rfere l,q aMM Iwxt,em. I........ -.11 pr- a•, --y -.n, yor SCSI 1Y.1 •s. net•O Lop .-IO o I Mw PI -11Y •ttKMe .v„et ura . I, 9 •,1p Notts cMro .MI I Mw . pr•p•rly . I.r I.t•r•1 I,p In.[.1Ib" ACS • ' BC DL 10.0 PSF DRW HCUSR408 17060001arlpI....... Lee."on..ne.1. p•1Y 1 r. tr.lna .I we. •n.11 Mv..r.. _ aec len. p, N, er MIO. ...pplle.els. Apply plu•* c• o..n r•.• or ar u...n. positp p.. S T O ; QaMJ.Ina p•[.I b. 1nIN. Mt•a OtMrvl.•. Nor- c..r 1 160A -Z for •a.M.rN ..t• ' Ic lama P BC LL 0.0 PSF HC KD/WHKa t• AIHm. . e '1.:- .r IT• wl lamp Com .. Gr p Ino .n.n roc M r•.pw..lel• for ."Y osl.uen rr t ti. ( /• E M. or, g11w• to .e6l. cM er1,.• 11 c•nfor..,1c• .Ito ANSI/TPI 1, or fw nbl1,1p, _'Ppinp, 4 G ENG AN n'vllcoMMNY 1n,t.11.tlol ..r.alnp of ar.n.•.. sS/pNAt TOT. LD. 37.0 PSF SEQN- 511312 WI M NI. NfNHIn M NNYH MHP I1.t17 tAl. HNN,If+. 111N Ip.fM N1N.NPIN11•. N pnfM.lw1.1 .I1p 111MIlOp I.•pa1.IN11ICY YI.1Y f r w MIDI rat. .r H.. or till. Nrslrq w ry •t.a t1.. 1• DUR. FAC. 1.25 FROM CH 24ODLAeOnmgeDr,SDit 130 IIWII.IrO.IpmANSI TPI I S-.2. PACPACING 24.0" JREF- 1VYQ408 Z34OrL,IdgFL 32577 For ••r• '"`•r-•""''•• `"'• ;"'•' °•"•r•' "" :.[poll•`"• ••• •':•' FLCOA10M ALPINE: ---..Ip.mlt..ae.: TPI: --- t, t.Orp, ETCA: --- Y. IM ..f..orp illiam H. Krick Lic. Number 70 16P 03/01/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed. 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or. Inn wnh rind cnppd. 3n' Mann Mpinht Pnrt:nlly rnrin-a rvnneurp n x,t = inn S 2x4 Brace Gable Vertical Spacing ISpeciesl Grade No Braces 1) 1x4 'L' Brace se Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace ass Group A Group B Group A Group B J d U o a U SPP P 111 / 112 4. 1' 6' 11' 7. 2' B' 2' B' 6' 9' 9• 10' 2' 12' 10' 13' 4' 14. 0' 14' 0' 3 3' 10' 6' 2' 6' 7• e' 1' 8. 5' 9' e' 10' 0' 12' B' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' B' 10' 0' 12' B' 13' 2' 14' 0' 14' 0' Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' S P DPL 1 4. 2' 7. 0' 7' 3' 8' 3' e' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' 11' 7' 2' B' 2' 8' 6' 9. 9' 10' 2' 12, 10' 13' 4' 14' 0' 14' 0' tt 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 1 Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10. 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10' 9' 6' 10' 3' 11' 0' 13' Il' 14' 0' Up1 f 1 L 0) U 0 SPP u PH1 a2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 113 4 5' 7' 6' B' 3- 9' 3' 9' 7' 11' 0' 11' 6' 14. 0' 14' 0' 14' 0' 14' 0' Stud 4' 5• 7. 6' 8' 0' 9' 3' 9' 7' 11. 0' 11' 6' 14' 0' 14' 0' 14. 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14. 0' 14. 0' S P D f[- L Nl 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 112 4' 8' 7' 11' 8' 3- 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 113 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7. 3- 9. 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14. 0' 14. 0' Standard 4' 5' 6' 0' 6' 5' 8. 0' 8' 7' 10' 10' 11. 6' 12' 7' 13' 15' 14. 0' 14' 0' d LD X d UHFO Oj .-- N S P I r O1 / 112 3 5' 2' 8. 9' 9. 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 4' 10' B' 7' B' )1 • 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8. 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' IV 9' )1' 10' 7' 12' 2' 12' 8' 14. 0' 14' 0' 14' 0' 14' 0' S P DPL 1 5' 4' e' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 2 5. 2' e' 9' 9' 1' 10' 4' 10, 9' 12'_3* 12' 9' 14. 0' 14. 0' 14' 0' 14'-0' 3 5' 0' 7' 10' e' 4' 10' 3' 10' B' 12' 2' 12' e' 14' 0' 14. 0' 14' 0' 14' 0' Stud 5' 0' 7. 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14. 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 0' Bracing Group Species and Grades. Group A: S race-pine-rlr Nen-rir It / N2 Stbndard e2 Stud 03 Stud 03 Standard Dou las rie-Larch Southern Pine 03 03 Stud Stud Rt-isick I Standard Group B: Nen-Flr of t Btr III Douglas Fir -Larch Southern Pine 01 et 112 02 1x4 Braces shall be SRR (Stress -Rated Board). For 1x4 So Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values na be used with these Vades. Goble Truss Detnil Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over Continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braceS with lad (0.128'x30' min) nails. T: for (1) 'L' braces space nails at 2' OC. in 18' end zones and 4' O.C. between zones. KWror (2) 'L' braces, space nails at 3' o.c. in IB' end zones and 6' ox. between zones. L' bracing rw.st be o minimum of 80% of web member length. TZ7 Gable Vertical Plate Sizes Vertical Length No S ice aymAbout Greater than 4'0', but 3%4 less than 11. 6' Greeter than 11' 6' 4x4 able Truss I ID Diagonal brace options vertical length nay be T doubled when diagonal 1B' X brace Is used. Connect IL diagonal brace for 5250 1 L' -1I- at each end. Max web Brace total length Is 14' 11 X I 2x6 Dr -L 02 or better dlegonal rI Vertical length shown I brace; single B, X In table above.or 45' double cut as Shawn) at L 1 i. upper end. L Bracing Group Species and Grades. Group A: S race-pine-rlr Nen-rir It / N2 Stbndard e2 Stud 03 Stud 03 Standard Dou las rie-Larch Southern Pine 03 03 Stud Stud Rt-isick I Standard Group B: Nen-Flr of t Btr III Douglas Fir -Larch Southern Pine 01 et 112 02 1x4 Braces shall be SRR (Stress -Rated Board). For 1x4 So Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values na be used with these Vades. Goble Truss Detnil Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over Continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braceS with lad (0.128'x30' min) nails. T: for (1) 'L' braces space nails at 2' OC. in 18' end zones and 4' O.C. between zones. KWror (2) 'L' braces, space nails at 3' o.c. in IB' end zones and 6' ox. between zones. L' bracing rw.st be o minimum of 80% of web member length. TZ7 Gable Vertical Plate Sizes Vertical Length No S ice Less than 4' 0' 2%4 Greater than 4'0', but 3%4 less than 11. 6' Greeter than 11' 6' 4x4 Refer to corlrlon truss design for peak, splice, and heel plates. N t.vna.nuuus a .aeww • 'L'•w / / Refer to the Building Designer for conditionsConnectdlagonoatI e •• • not addressed by this detaR. midpoint of vertical .eb.Ilk Refer to chart above >• •• length. eVARNIGsw READ AND fTLL91V ALL NOTES ON THUS MhWINO • s, WORTMNTea rUNNISH TMS DRAWING TO ALL COfTRACTOiS INCLUDING THE YQTALLMS. i REF ASCE7-]0-GAB14030 T-.- req.:re e•tr care H fabricating, handling, crippYg, instolug and bra Refer toe i ,y rallo. the mtrce elRtlon of WS1 (WYdM.g Component Safety lnforrotlan. by TPI and SKA) far aafet O. 8 1 s DATE 10/01/14 pr ctkes prior to performing three funcillx.s. Installers chap provide terVal ory br.cing Per ICSI. le.SS noted other{", top Chord Shell have property ette[hed Structural .heath., and bottom [h : _ DRWG A14030ENC10]014hellhoveaproperlyattachedApiaceYlnaLmatbnssho.n for pernenent lateral restraint of mall /rre eracing InstalledS per above M th 07 er Det as Loss no dApplyof plates to ea[n iac \ S T O r QIl\_ _111111L Oflitter to and pOLtbn at f/W.n aaOve doll to the Joint Dl taxa, uN1SS /10t1d Othfr.ISe. 1 VVI the to a-a.inps 160A-2 for standard Pete positwxis. 9'. As-, i Alpine, a division of ITV e.Arbg Components Group Inc. shell not be respomWie for eAY derlotion I O ey• f( AN ITIN COMPANY this dra•bg, any falwa to avd the truss in coMbrnen[e .Nth ANSI/TPI 1, ar far haMlNg, >e4PPbW , •ee• instauatlon I.rubra[ag of tsses. 4C •.....•••' G\ MAX. TOT. LD. 60 PSF A seal an the drawing w cover pact Ustbp this dialing, indcetes acceptemo of professional 13723 RIveryon Drive eriGlererig recponclWty solely for the design shown The "Atabslty and ut of this dralrg u/i11f11. ENN Sidle 200 for airy strttoir Is the resperallibsny, of the wd'V Designer per ANSI/TPI 1 Seel T ALPINE, MmylmW Heights, MO 03043 mo 1. Mforretion fee ps ctrythisb'ral noctno t onotespaotha.to slte1II1111888TTT V I AX. SPACING 24.0rpetllta.eab, TPI. .•w.tpinst.orgi SDCA .we.sb[SIWStry.org; ICG .w.Jccsa?*Arg 111KOH10Ti7b1 Gable Detail For Let -in Verticals Goble Truss Plate Sizes T' Reinforcing Member Gable Truss apropriate Alpine gable detail for e sizes for vertical studs. Engineered Truss design For peak, b, and heel plates. vertical plates overlap, use o to that covers the total area of upped plates to span the web. 2* 2X4 2X8 rrovioe connections ror upurt speclrled on line englneerea truss design Attach each 'T' reinforcing member with End Driven Nails, MCI Common (0.148'x 3.'.nln) Nails at 4' O.C. plus 4) Halts to the top and bottom chords. TOenalled Nails - 10d Common (0.148'x3',min) Toenails at 4' O.C. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014. A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, Al BOISENC101014, A20015ENC101014, A2001SEND101014, A2001SPEDID1014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDI01014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END1D0815, S20015PED100815. S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC100815, S18030ENC100815, S20030ENC100815, S20030END100815, S20030PED100815 See appropriate Alpine gable detail for maximum unrelnable vertical length. rtpoM for 00 sM H. sir'-'•. T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Reinf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 '/. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 03 T' Reinforcing Member Size = 2x4 T• Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' 03/01/2017 WARNING.. READ AND FOLLOW ALL NOTES ON TIS DRAWING ' VN90 `QM S` - 1 fat s 11P0RTANTu FURNISH tHIS DRAWING TO ALL C0ITRACTOtS INCLUDING THE INSTALLERS. V L REF LET -IN VERT I\ I' F p U v AN ITW COMPANY 13723 RWelpon Oliva suite 200 Maryland Height*, MO 63013ror Tn.SSes require e.treme care In fabnce", handling, chipping, Installing and oraeV Refer too i frac. es latest edition of SCSI tsfun iOnS, nS Safety Infornovide t tet and SecA> for bar practices prior to oerrorhing these functions. InstaOers :Hao prose «nporary orocInp per acs O. 08 1 WVess noted otherdse, top chord shall have properly attached structural sheathing and bottom di Shall have a properly attached r d calling Locations shown for permanent lateral restraint of DT or Dat ng applicaunless le. tippy gates to each fsewn /era nd Positionoftinhaveand0112on all sheen above and on the 7 o 110. a , unless opted ply plate sionasSperab0sandanthe Refer to dre.ings 16OA-z for standard plate positions. l S T O Pint. o division of ITW luedirng Components Group Inc. Shan not oe responsible for any devbtion this drawing, any fpsure to Goad the truss In eonfornanee .Ith ANSI/TPI 1, or for handling. shippIng. • V installation L bracing of truct.c MAX. TOT. LD. 60 PSF A seal on this dro.hg or cover page listing this dra.Ing. Indicates acceptance of professional (C!f • • •«••e•• •, d^••r'•w neponslaLity solely far the tleslgn smash. The suitability area use of this dra.ing t),s/ TEN ,% DUR. FAC. ANY For pry sv.ctnr. Is the responsibility of the buildna DOSW*r per ANSVTPI 1 Secs, Qbp,lOe A•"' 17noreInforwtbnseathisJob't gen...I notes page aril these web sites, AX, SPACING 24.0' KPI NEnevolpInelte.eoel IPU ee.tpinst.orge SlCA, ....sD[Industry.ergl ICb ...IeesaftAwv DATE 10/01/14 DRWG GBLLETINIO14 03/01/2017 I STRDNGBACK BRIDGING RECOMMENDATIONS NOTE: Details 2) IOd COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK V/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)1001 BOX/GUN (0.128'x30') NAILS BUTT STRDNGBACK BRIDGING TOGETHER 4' 0• ATTACH SCAB WITH 10d BOX/GUN 4' -0. 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' DC. NOTE IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR NGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRDNGBACK TO OWEBV/ (3) lOd COMMON 0.148'x3') NAILS OR 4) IOd BOX/GUN ktO GBACK BRIDGING G REQUIREMENTS None re ulred I rot tet center of D) 2roes0ofeach In ts) 3 roes 0 at rocA 1/4 ts) Space roes of Or Dcpoints) All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any Floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and 'therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ATTACH STRONGBACK TO BOTTOM CHORD VITH 2) #10 - 3' SORE N nxf Rf STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES r H' / P VARNIIdPa ROAD AND rau3W ALL roles ra 1ws IRI1WIrti .wG SF %, % IhPMTANT.. ruwlSN THIS DRAWING 10 ALL C0N7RACTORS INCLUDING THE INSTALLERS. TC LL PSF REF STR NGBACK Trusses rettlire e.tr*M Cory In fabricatep, handling. shipping. Installing and bracrlp Refer to o J• '1talo. the latest aC21 Safety TPI racing for TC DL PSF DATE 10/01/14editionofrobsafe . io". Int 11— Cb perfrwep tMu f..tc turns. Instatlrrc shoo provide tenporory broclnp Per BCS ; O. 708 1in.. all provide o DRWG $TRBRIBR1D14 prrc PNor Ixeess noted 0 her.lse, top chord shall have property attached structural sheotrsrp and botton rd ; BC DL PSF v V r1 r f11 shalt have a properly attached Abid cramp. Locations sho.n For parmnrnt lateral restraint of shall have brbchg Installed SI sections 113. 117 or BIO, as oPPUCAble. APPly tin each f11111ILJIOIf\ Illr per Plates e oe truss oro position osandion16DA- 2US above and on the bloc Details. .dress notes otnrr.sr. T BC LL PSFla,Sho.nSRefertoppsCorstandard pore posHbM 1 O :• AN fiW COMPANY Alpine, a t411410n of ITV ILad0s) Cbrporents Group 1n Shall rot be responsible For any de 1.001 •,. /.` : this dro.ino. any Fan," to braItdthetrussinconformance .h ANSI/PI 1, r for harxhinp, shipping, TOT. LD. PSF bracing or trusses ojC e•' Instoilotbn L M1^D •••.•...•.. A seal an this ro•Y.p r cover II.p firs essbralstYo•. MRcet s accept.-. of f^ DI R• FAC. I.001372313723RhetponDme pope prof (Car _`'u, espon solelyf d srWresponsibilitysolelyforthedesignshamThes. er er oral use of this droeNg 17s/ 00 A u,cTw is responsibility the MroMp DesigneranyKtherr per ANSI/TPI 1 Sect. for bay str i -rt 17 PACINGMarSuitylandHeights, HaipMs, M003W3 AI. FIIQr nate ihrr%uonPSao efts Job's general rotes Pege end these .to sites. Mt.{Lrl`i- w PlnstAWS; SKA, .•.saclnw.stryorpg ICG .,,Jccs6rewg 03/01/2017 Valley Detail - ASCE 7-10; 180 Mph, 30' Mean Height, Partially Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L 02 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better. Attach each valley to every supporting truss with: 560# connection or with (1) ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part. Enc. Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 160 mph. 30' Mean Height, Part. Enc. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. 2X4 X4 I 8-0-0 max 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, some species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 2X4 Valle Spacing Square Cut Stubbed Valley Bottom Chord End Detail Valley SPS H. t s 4X4 IF Optional Hip Joint Detail T ,ul_4ej Partial Framing Plan f11 d CM 1u1\\ VVI1111L: ALMNE AN ITW COMPANY a 13723 Rivetp.rt Drive Suso200 I Maryland Heights, MO 03047 IwMNDOaa READ AND FOLLOW ALL tOTCS a THIS DRAVIw r11EOITANT.. FURNISH THIS DRAVUG TO ALL CONTRACTORS IhiLUDING THE DWAU.CRS Trn,ssrs req A,& &.tcar* In rabrlcatlnp, hoMlilishppMp, Installing and bracing Refer to an folio. the latest edition of MSI (M,sdhp cnrpanent Safety Inrornathon, by rpt and s6%) rur safet P—CUC*s prior to perr—ing these functions. Installers sheik provide temporary bracing per 1CSI noted othrr.He, tap Chord .holt -- properly ott*Ch*d Structural Sheathing and bolton C shall taw a properly atloched rigid ceslnp. Loeallons sMan ram pernarrnt latera restraIll or of t nave traolnp w.tshad per KSI sections 93, J er RID, S Witt$apptlefible.no OUy plates to each to above and to the Jtlnt Detaas. uNess noted otnrr.lsaofbVtoeMpetition -2 farRefertoora*Ygs IOeA-2 ser stondomH pate positions. Alpine, a olaarqvlslonorITVaConpenents Group Inc sM.l Unot be esponssllr for any deviation frtillsar-1.9 any f.IW— to ad the ss In confornanc* IANSI/IPIIPI 1, or fhandling, shpping, L sa installation brachii of trusses. A seal on tNs dro.ap on Cwar Pope Ustfq tNS dra*Ing, itACat&S acceptance of Prur*sslOral rnWnrMkO r•*ponshiffitr solMy far the d*s" Solemn The sa/tabUty and us* of tNs dra" rfoany stru tw Is the rrsponsbalty of nr Rkadnp Deslpner per ANSI/TPI I Sect forytlon see this Job's general notes page athose **b tilt*" for nor* narob DKPC- se.apNnteconl TPI, w—Apinstorg) SDGM ***.sbsera,stryorgk ICC, ***Icesarrerg t '•." ^s a p, 708 1 "sR S T O t r tiy r 1t .. ........ •` V S ONA1.Er:t x/'. 17 TC LL 30 TC DL 20 BC DL 1D BC LL 0 TOT. L D. 60 -55 DURIAC. 1.25/1.33 30 15 10 0 1.15 40PSF 7PSF D PSF 0 PSF 57PSF 1.15 REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL18D]D1014 PACING 24.0' 03/01/2017 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches> for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages: Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ----------------"-----"-"-------------------------"----------------""""-- drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load The amount of camber is dependent on the truss type, span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using Nt111111140„A more stringent limitations. aeVAR11111rAe Run AND rOLLOV ALL NOTES Of 1wS DRAVINQ a WOR1ANT.. rURWSH TMS DRAWING TO ALL CON11RACT11IS INCLUDING THE INSTALLERS i 1 REF DEFLEC/CAMB busses require aatreme can In FabricatNt handUng. sh1ppbV. Installing aro Wclrnp hirer too rollo. the Ietaet edition of SCSI (SAM%Component Surety Inrorrotton, by TPI oro SSCN 11.011 surer j .7 8 = DATE 10/01/14 praetIc a prior to perfor" these functions Insteners small provele to pora11y broehg per SCSL - leeec% rotor otier.tse, tap mans %hall her. praprrly att.0chw strvctvel sh.atwq and bottom DRWG DEFLCAMB1014vV II IIL Illlll\\VVI II Nall Imre o properly att.0ernea Msp ceWO Locations sho.n for permanent lateral restrain of slnll Irrs erapNp ion as rd per nCSI weals W 17 or SID, es a vss no Apply pates to each fecoftrussandpositionaz fn S aoorr Pl m the Joint Drtess, wrsz rated otner.lse. Rrfar to dra•Inps 160A-2 for sUnderd ante Positions. S r t S T O : Q tS 7 1 a (v 8 j/// LII At&*. a division of ITV SuR C oha OiC ~raa AN fl'W COMPANY thtis dra.Ing, any 1`01— to bAd t to' u'r S In Conffwnanceio.Ith ANSI/ PlI 1. W for ARft Shippav, v Installation L bracing of trusses. A seal on this 91—Ing or corer papa Ustong this draeing, btdlcates accepu—. or proresslorl roe GStrIONAtENr13723RlvelpoilDnvs Stab 200 the Msbh Nn Yl rgYwartyrr9 respo dit0ty soWy o.The o/tety and urpuseofthiso-e. For Simco" Iz the respomUUty of the &Acft Designer per ANSVTPI 1 Sect. 1 17 Morylatd Mathis. NO 63043 roe rare Morrnotlon see this pb-s general rotes pout .,d these .ab sites. ALPINE, .oalpi eit.Ct.n IN, —tam1 Drill SKAN aasuCasstryorpt ICG ... ICesefpo g 03/01/2017 RECORD O, O 1 \, of Sanford Building and Fire Prevention Product Approval Specification ING Permit # # 1 7 7 3 1 SAN oR Project Location Address 4622 Eureka FPAR` Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval include decimal 1. Exterior Doors Swinging Plastpro, Inc 8'0" Non -Impact Opaque Fiberglass Door FRONT DOOR LOCATION FL# 15213.37 Swinging Plastpro, Inc 8'0" Non -Impact Glazed Fiberglass Door 2nd FLOOR PORCH LOCATION FL# 15213.27 Sliding Sectional Amarr 10'-16' Gara a Door FL# 5302.14 Roll U Automatic Other 2. Windows Single Hung Silverline Extruded Vinyl FL# 19715.1 Horizontal Slider Casement Double Hun Fixed Silverline Picture Window w/ Nailing Fin FL# 14918.2 Fixed Silverline Picture Window FL# 14918.8 June 2014 Awning Pass Through Projected Mullions Silverline Structural Beam FL# 6067.4 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval including decimal 3. Panel Walls Siding James Hardie HardiePlank Lap Siding FL# 13192.2 James Hardie HardiSoffit Panels FL# 13265.1 Soffits Aluminum Coils, Inc Aluminum Soffit FL# 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GAF Fiber lass FL# 10124.1 Underla ments Interwra , Inc Rhino Roof FL# 15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems June 2014 Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals MMI -2 Off Ridge Vent FL# 16568.1 Other Category / Subcategory Manufacturer Product Description Florida Approval include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Simpson Strong -Tie META 16 FL# 11473.9 Simpson Strong -Tie H10 FL# 10456.3 Simpson Strong -Tie H10-2 FL# 10456.3 Simpson Strong -Tie H2.5 FL# 10456.3 Truss Plates MiTek MT20 FL# 2197 Engineered Lumber Boise Cascade Laminated Veneer FL# 1644 Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete 4,6,8,12 inch wide FL# 158 Insulation Forms Plastics Applicant's Signature Applicant's Name June 2014 Please Print) June 2014 2/15/2017 Florida Building Code Online r BCIS Home Log In User Registration Not Top.cs Submit Surcharge Stats b Facts publications FOC Staff SCIS Site Map Links Search b a 5 '' Qyy Product Approval4 I T' USER: Public User P-dur, ADorn•gl Meng > ni n(I ;r,; Or h771:r,Mjnr. Smear", > Aripbr-qb-)n U9Z > Application Detail FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/1.5.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 httpsl/www.0oridabulding.orgfpr/pr app dll.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBC1%3d%3d 115 2/15!2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method L Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 Page 1/ 2 d FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 RZ AE Eval 15213. L.odf addibonal use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (0X0 - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any EL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite' Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.5.odf hilpsJ/www.8oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE Eval 15213 S—pdf Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLIS213 R2 AE Sial 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 lI Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eyal 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 J. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing 'Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Inst 15213.30.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 It. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hsps:lMrww.Ooridabuilding.orgfpr/pr app dtl.aspz?param=wGEVXOwtDgv3yVVKJZ1ORC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBO%3d%3d 3/5 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.14.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.IS.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FLIS213 R2 AE Sial 15213.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 61 "Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Up Ute" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions hilpsJ/www.floridaWilding.org/prtpr app dU.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FI 15213 R2 Il Inst 15213.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 It Inst 15213.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 0 0 Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road. Tallahmsee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 0 you do not want your e-mail address released in response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional Mari. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S. F.S. must provide the Department with an email address if they have one. The emosis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 45S, F.S., please Click here . Product Approval Accepts: R—aR El ar Credit Card Safe httpsJ/www.11oridabuildirg.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1ORC3FgPGdggzITp%2bKNJ2OgENbwWgYlOnaBO%3d%3d 5I5 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product hos been evaluated and Is in compliance with the 5th Edition 2011) Florida Building Code (FOC) structural requremenls excluding the'High Velocity Hurricane tone' (HVH7). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. when used in areas requiltng wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. a. For 2x stud fromng construction, onchoring of these units shall be the some as that shown for 2x buck masonry corufruction. 5. Site conditions that deviote from the delaifr of INS droving require further engineering analysis by o licensed engineer or registered architect. 3750r"0.0VERALL FRAME WID1N FO-1DD Z s" 0 LU -it O O 0 O E P P SMUG TABLE OF CONTENTS SHER • OESCRIMON 1 Typical etevotton. design pressures. a general notes 2 Door panel deMBs 3 Horizontal cross secrioru 1 Vedicol cross sections 5 Buck and from anchors • 2X buck mosorry constriction 6 home onchoNsg -1 X buck masonry construction 7 Be of moteriols d conponents 3750r"0.0VERALL FRAME WID1N FO-1DD Z s" 0 LU -it O O 0 O E P P SMUG MAX. FRAME DIMENSION DESIGN PRESSURE (PSf) POSITIVE NEGATIVE INSVANG 37.50' x 97.50' 75.0 75.0 OUTSWANG 37.Slr x 96-W 75.0 75.0 o.c m: JK on w: LFS FL -15213.37 en —L or 7 46 _ INTERIOR 43 i •` Gr ./ jsPi yO i n C o 6 11 1111 n 2 4 [ cP Z $ZU EXTERIOR d 0 if 41 '' 1 HORIZONTAL CROSS SECTION4 2 Li r 0 35.75' MAX. 0./' 5 DOOR IS9•- m PANEL WE)111 n u T- RAIL IATCH t HINGE SME [AP _ _ '; 2 PVG Gump. PVC Comp. - - I INTERIOR _ _ EXTERIOR P; V 3.66' it 3W W — h d• O o v 3 LATCH STILE -I.— LVL I.— LVL a L 45 W i Q z v00 1 9—L0r DATL 01/12 1— BOTTOM RAIL 1 I VERTICAL CROSS SECTION Sum N. T.S. S PVC Comp @V) GE SIDE Ps n: A o LVl ooc. n: LFS 3 O DOOR PANEL o ure w: a FL -1521337 0 sKtl 2 ar 7 G E 1 4 2 4 1.11rMN. EMB. 0 a 11 U. F FE 1 °• W.g 4.i 0 gga 11 * INTERIOR h e o= gg ly 18 40 3 - v Egg d 4 LU 2LL_Aj _ X 3 o 3 3 EXTERIOR Y7 G cup W to y 17 E5 OITOR/Z CROSSSECTION Slw wnw/iXsullxwb•buk uG v 7 0 o I-1/'MIN. EMB (TYP.) -+- I 0 EMB. (iYP.) mDn $ 4 B0.1s,4Y 4 O.W D CSWK Ty CSINK -- O p N I,• t / _ 4D INTERIOR 7 INTERIOR 0 I o • ti Q i x 2 v 1D LL p T T EXTERIOR EXTERIOR M 27 b YA1L 05101112 I sc": N.I.S. ° orc. br. JK m J` EFS Q1HORIZONTALCROSSSECTION 3 Outsvtng= d—• i.-V 2 HORIZONTAL CROSS SECTIONOQilsvwgshovn•bawing O fL-15213.37 •, oBo oolxoved oleo oppoved c 9°"-L a -L 0 z 4. z d A 7 In9d 2T CiGs EXTERIOR % - INTERIOR EXTERIOR - INTERIOR VERTICAL CROSS SECTION eVERTICAL CROSS SECTTON 4 Slwwnw/IX sub -buck q Oulswtg shown • Inswilg also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Oulswing conpguralion 3 V EXTERIOR INTERIOR 4 VEIMCAL CROSS SECTION q Inswing owngurolion Asir IL 05/01/12 i vu[. N.T.S. ` a up. A m IL of. LFS 3 wme no: rt FL -15213.37 0 to or 7 S., moi •., 4 ~ 00i e m Rf V O2 4 Asir IL 05/01/12 i vu[. N.T.S. ` a up. A m IL of. LFS 3 wme no: rt FL -15213.37 0 to or 7 TYP. HEAD 1` / i ........ o D c d JAMBS TYP. HEAD Il ",'/to ss o n z un•; MASONRY , MASONRY JAMBS ---- t s i o= u OPENING OPENING e i m ! U tR O w sSU FRAME 0 0 2X BUCK- C W Vp to ` < 2X BUCK N HINGE DETAIL al mm F TYP. ® SILL N LA RUCK ANCHORING HINGE JAMA FRAME ANCHORING STRIKE JAMS CONCRETE ANCHOR NOTES: Masonry 2X tuck cornlnrclion M _ 28 to 1. Concrete orwr" locations at the comets may be oclwted to maintain the min. `QQ edge distance to mcrtarjbbils. 'S ti 2 Concrete anchor locations noted as "AX. ON CENTEIPmust be odhsnted to mahloin the non. edge distance to mortorjolnK additional concrete onclsr>,s may be required to ensue the'MAX. ON CENTER• dimension ore not exceeded. a ; 3 Concrete onchor tobhe: i 10ANCHORANCHORMIN. MIN. CLEARANCE MIN. CLEARANCE LATCH S DEADSOLT DETAIL rrte 05 /0 t 12 °z tTw N.I.S. 01cx er JK m' an ou LFS 3 WOODSCREW WSTALIADONNOTES: warm w. a t. nlWntdn o rninatuJts 5/S" edge wsronce. i -end datonce. a l• o.c. spockv at F'L- 15213.32 0 wood screws to prevent the spftting of wood. TYPE SIZE EMBEDMENT i0 MASONRY i0 ADJACENT EDGE ANCHOR a 1/• 1-1/4' r • iAICON EltO 1/+. 1.1/1• 4• 1• UIiRACON 10 T — 1 to p` k^ u 11 1 1 '• • ... D` ' SIJ YD n P TYP. HEAD 3 O n° °D i MASONRY JAMBS c ' o • WOPENING { gg HINGE DEFAII o 0 CW {J FRAME o O` -n h g 27 I BUCK LATCH t DEADROLT DETAIL I TYP. ® SILL u O I G W N h CONCREtEANCNORNOtES: HINGE JAMB FRAME ANCHORING STRIKE JAMB 1. Concato oncna bcbtioru a IM Coman may be odAAbd to mmntati the met. Mow" IX bud: eontWction odge ab/anCp to mortar JohN 2. Concub aKbor baaioro noted m 1.tAY. ON CENtER'neAl De a4oled to A u htoin the mh edge dbloM. to "d. oddlbnbt a t. oneAan - ? may bo rogt*cd to areae Ib -MAX. ON CENTER•dh dlon we not eueodoa. h • 1. Ccrcrlb a echo, low., Na . i 0 C, u° an. 05101112 i scat. N.7.S. a oec By. JK o arc er. LFS 3 WOOD SCREW RISIALUIION NOTES: I. MoivaRlbnlbWAMn yg'edpe darance. fend dblone.. ti 1•oa. rooclrtga da n wood wan to prevent Me SPUIN g a wood. FL- 1521.!.3% .- D sin 6 a 7 G ANCHOR ANCHOR MIN. N• CIlARANCE MtN. CIEARANC! TYPE SITE EMBEDMENT TO MASONRY IO ADJAClNI EDGE ANCHOR IIW a tAlCON 114 1 -IN' Y f CO1/c 1.1/P 1• P UIIRACON nVit a 5/16• 1.1/a' IA CON z c I L * 11t _ l I I s h-- ZIT"' --I t 8 C S o W i u N 3 Q msuC HEAD A SIDE71PdyLet 6 3n 5.63 N za a` C S ADJUSTAILEINSWINGWRESHOLD cz. il 1.56' R L _ h e 1 M n RESHOL n " h < v 11 2 3 WE 05101112 i scKL N.T.S. ° o + JK m aar c °o, d F1-15213.37 0 soca 7 or 7 0 BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1!4" MAX. SHIM SPACE - D 1/4" X 2/4"PFH ElCO OR I1W CONCRETE SCREW STEEL E MASONRY •3,000 PSI MIN. CONCRETE CONFORMING i0 ACI CONCRETE 301 OR HOLr--,%Zm LOW BLOCK CONFORMING TO ASTM C90 F 1/4" X 2J/4" PFH 111N CONCRETE SCREW STEEL G 3/16' X 31/4" PFH RW CONCRETE SCREW STEEL H 1/4" x 31/4' PFH RW CONCRETE SCREW STEEL I 1/4' X 2-1/4" PFH 111N CONCRETE SCREW STEEL J 1/4" X 33/4" PFH IIW CONCRETE SCREW STEEL L N 10 X 2-1/T PFH WOOD SCREW _ STEEL M N9 X 2.1/4" PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4" X 4" BIRr HINGE STEEL 10 R9 X 1" PFH WOOD SCREW STEEL I 1 #9 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 980 STEEL 21 HEAD I+ SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD IO DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC I3 LATCH b HINGE STILE CAP CELLULAR PVC II LATCH STILE lvl 45 BOTTOM RAIL CELLULAR PVC I6 POLYURETHANE FOAM BY NAN YA POLYURETHANE I7 HINGE STILE LVL z c I L * 11t _ l I I s h-- ZIT"' --I t 8 C S o W i u N 3 Q msuC HEAD A SIDE71PdyLet 6 3n 5.63 N za a` C S ADJUSTAILEINSWINGWRESHOLD cz. il 1.56' R L _ h e 1 M n RESHOL n " h < v 11 2 3 WE 05101112 i scKL N.T.S. ° o + JK m aar c °o, d F1-15213.37 0 soca 7 or 7 0 BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1!4" MAX. SHIM SPACE - D 1/4" X 2/4"PFH ElCO OR I1W CONCRETE SCREW STEEL E MASONRY •3,000 PSI MIN. CONCRETE CONFORMING i0 ACI CONCRETE 301 OR HOLr--,%Zm LOW BLOCK CONFORMING TO ASTM C90 F 1/4" X 2J/4" PFH 111N CONCRETE SCREW STEEL G 3/16' X 31/4" PFH RW CONCRETE SCREW STEEL H 1/4" x 31/4' PFH RW CONCRETE SCREW STEEL I 1/4' X 2-1/4" PFH 111N CONCRETE SCREW STEEL J 1/4" X 33/4" PFH IIW CONCRETE SCREW STEEL L N 10 X 2-1/T PFH WOOD SCREW _ STEEL M N9 X 2.1/4" PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4" X 4" BIRr HINGE STEEL 10 R9 X 1" PFH WOOD SCREW STEEL I 1 #9 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 980 STEEL 21 HEAD I+ SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD IO DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC I3 LATCH b HINGE STILE CAP CELLULAR PVC II LATCH STILE 2115/2017 Florida Building Code Online 001irrrYw .1.1.4,.x.1 i`>b 'i T1M fiK 1M• BCIS dome Log In user Registration Hot Topics Submit Surcnarge Sots S F)cts Putihcat.ons PBC Staff BCIs Sits Neo uncs search Product Approval I r .r USER, Public 'User ur i»rvnl •ems > •,c.:• :r s; s -Inn- > Application Detail i'{ i''> FL It FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rlckw@rwbldgconsul tants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 13 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@piasl,pro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida license PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31; 2013 Validated By Ryan ). King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Fli i;"! t P2 'OI C°P T'=1rAi= of iilDE ca1D=4CE.odf Referenced Standard and Year (of Standard) Standard Year 101/1.S.2 1997 to l/I.S.2/NAPS 2002 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1336 2002 ASTM E 1996 2002 AST? -1 E330 2002 TAS 201, 202, 203 1994 https:lwww.floridabUldirg.orglpr/pr app dtl.aspx?paramzwGeIXQwtDgv3yVVKJZ10RC3FgPGdg9zlTpa/e2bKNJ2OgENbwWgYlCnaBO%3d%3d 115 21152017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method L Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Created by Independent Third Party: Yes Go to Page 0 Evaluation Reports 40 Page 1/ 2 d t.'`i FL X Model, Number or Name Description 15213.1 a. Smooth/Wood Gram/White Wood 61 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.1.Odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43,109 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL 15213 R2 AE Evil 15213.L.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/`hood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Gram/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S213 R2 ii Ins- 15213.2.orf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any F! 15213 R2 AE Ev3l 15213.2.orf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15213 R2 l! Inst 15213.3.orf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any M 15213 R2 1E Eval 15213.3.t:rf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/`Hood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 'Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Installation Instructions F1 152.3 R.2 ll Inst 1521 3 4 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports P.152.3 R2 Ac Ev-il i521i4 .7df Created by Independent Third Party: Yes 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/hlahogany Series utilizing "Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions + Approved for use in HVHZ: No =! 15'.3 R2 It Inst 15313.5.adf hitps:./www.11ondabuilding.orgfpr/pr app dll.aspx?Wam=wGE`/XQwIDgv3yWKJZ 1QRC3FgPGdg9zlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL151!1 P2 a_ E al1511;.5.oef Created by Independent Third Party: Yes 68 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Installation Instructions F1 1521 3 R2 11 Inst 15213.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL 15113 R2 AE Eval IS113.5.odf Created by Independent Third Party: Yes 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 li Inst lS213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Ey31 152L3.7,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI52:3 R2 I; Ins: 15213.3 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A • Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 Ac Eval 15213.3 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Ins: 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any F1.15213 P.2 AE Ev31 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White wood 6'8 "Non -impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15713 P.2 H Inst L5213.11.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 A= O,i3l I5113.11.d.` additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door __- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 152:3 P1 1: Irist 15113. L 1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FL! 31,3 P2 AE °•nl additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https/w-nw.,Ioridabuilchng.orglpr/pr app dtl aspx?param= NGEVXQwt0gv3y`P/KJZIQRC3FgPGdg9zlTa'/o2bKNJ2CGENbwWgYlOnaBQ%3d%3d 3!5 211512017 Florida Building Code Online 15213.12 I Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Snap Frame" Glazing - Inswing/Outswing (XX Configuration) Installation Instructions FL152! 3 P.2 Ii Ins- 15213.12 odf Verified By: Lyndon F. Schmidt, P.E. 43.109 Created by Independent Third Party: Yes Evaluation Reports r%15213 R2 Ac" Ev31 15213 12.cdf Creat -ed by Independent Third Party: Yes 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P.2 lI Ins- 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 P_' d_ E•r31 15213.13 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Installation Instructions FL15213 P.2 Ii Inst 15213.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL152:3 R2 -d -:F-/31 15213A.1-cdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Insuring/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213. l5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Ev31 15213.15 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.16 p. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (0X0 - Fiberglass Door _ Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL152:3 R2 IT Inst _5213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any r -L15213 P.2 -AE Eval 1.5213.15, -df additional use limitations, installation instructions and product Created by Independent Third Par -y: Yes particulars. 152! 3.17 q. Smooth/Wood Grain/White Wood 61 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No R 152.3 P2 Il Ins; ! 521.3.17.0df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any R_ aE EV31 15'_13.!7.:Cf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Up Lite" Glazing - Inswing/OutsNing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions hltps:!1Www nor idabuilding.orgipr/pr app dll.aspx?param=wGEVXOwtDgv3yVVKJZ IORC3FgPGdg9zlTp%2bi4VJ2DgENbwWgYICnaBO%3d%3d 4/5 2!1512017 Florida Building Code Online Approved for use in HVHZ: No FI 1 57 13 P2 C Ins? 15213 13.2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FI 15713 PZ aF Fval 15213 13.ccf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars._-_---_- -_-- - -- - - 15213.19 s. Smooth/Wood Grain/white wood 8'0 "Impact" Opaque Fiberglass Single Door Grain/Rustic/.Mahogany Series N Insuring/Outswing (X - Configuration) Fiberglass Door ----__ Limits of Use Installation Instructions Approved for use in HVHZ- No FI 1520 R2 C Ins_ 15213.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL 15213 R2 aE Eval 15213.0-odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/white wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/i iahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15713 R2 H Inst 15213.20.idf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 P.2 AE Eval t5213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Gi d Page 1/ 2 F%12 I Contac, u,;:: 25n1 Blair Scone load. Tallnhaaaee Cl 32209 phone: 950 -07.1824 The sale of Flonda Is 4n AA/EEO employer. Cobv-idht 2001.201: Stant of-londa.:- P•I-ncr Statement:: accessibd,ry Statement :::tefund Sralemant Under Florida law, email addresses are public records. If you db not want your e-mail address released in response to a public -retorts request- do not send electronic mail to this entity. instead, contact the office by phone or ay tnmbonal mail. if you have any aueshons. please contact 950.487.1395. 'Pursuant to Sucuon 455.275(!), Florida Statutes, effecuve Octooer 1. 201:, licensees licensed under Chapter 455. F.S. mist provide the Department with an email address If they have one. The emarls provided may be used fpr offidol communication mth the licensee. However email addresses are public record. If you OO not with CO SUOPIY a personal indress, please prdwde :he Department with an email address Much can be made available ;o the public. To determine 1f you are a licensee under Chapter 455, F.S., please click hem-. Product Approval Accepts: IMIEl12Q Credl; Carl Safe https:rinnvav.11oridabuilding.orgfpr!pr app_011.aspx?param=wGEVXQw(Dgv3yVVKJZ1QRC3FgPGdg9zlTp°rb2bKoJ20GENbwWgYlOnaBQ%3db/o3d 56 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evotuoted and is in complonce with the Stn Edition (2014) Florida Bukting Code (FBC) structural requirements excluding the WQh Velocity Hurricane lone' HVHl). 2. Product anchors shaft be as rated and spaced as shown on details. Anchor embedment to base motorial short be beyond waft dressing or stucco. 3. When used in areas requiring wind borne debris protection this product a required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For It stud framing construction, anchoring of these units sinal] be the some as that shown for 2x buck masonry construction. 5. Site conditlons that deviate from the detain of this drawing require further engineering analysis by a licensed engineer or registered architect. 37.50' MNL OVERALL r- FRAME WIDIH --I FULL LITE 37—V MAX. I OVERALL FRAME WIDTH 3/4 LITE SWING TABLE OF CONTENTS OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) Typical elevations, de ' pressures. d generot notes NEGATIVE Door paneldetoh PSHEEFDESCRIPTION Horirnntot cross sections 21.00' x 79.00' vertical cross sections 47.0 Buck and home anchoring. 2X buck naso" construction INSWING Frome onchartng -1 X buck mosonry construction 7 163 of motedoh. gbrfng deloh d components 37.50' MNL OVERALL r- FRAME WIDIH --I FULL LITE 37—V MAX. I OVERALL FRAME WIDTH 3/4 LITE SWING OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.50- FULL LITE 21.00' x 79.00' 47.0 47.0 INSWING x 3/4 LITE 21.00' x 63.00- 47,0 47.098.00' G1 37.50" FULL LITE 21 Aft' x 79.00' 47,0 47,0 OUISWING x 3/4 LRE 21.00" x 63.00• 47.0 47.096.50' scrr_ N.T.S. opt er: JK oa tM• LFS FL -15213.27 n -L or 7 35 7S MAX. DOOR PANEL WIDIII 21 00' MAX. ODOOR PANEL Ful Lie INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 2.7s -- 35MAX. DODOOR PANEL WIDTH J 21.00' MAX. F 2 D.L.O. WIDTH I? Cefb PvC a CC r Pvc cE STILE 11 wat 2 1.59' --j D.11• IS RTIOM Ot 11 17 ME REMORCEMEN7 C DOOR /ANEI 3/ Ge Av o i O X S 2 0020 O K Do E ci I ODOOR PANEL Ful Lie INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 2.7s -- 35MAX. DODOOR PANEL WIDTH J 21.00' MAX. F 2 D.L.O. WIDTH I? Cefb PvC a CC r Pvc cE STILE 11 wat 2 1.59' --j D.11• IS RTIOM Ot 11 17 ME REMORCEMEN7 C DOOR /ANEI 3/ Ge INTERIOR EXTERIOR VERTICAL CROSS SECITON 2 ALE: N T.S. ti. W. JN WL er. LFS wwc w: 1-15213.27 W _L OF Av X10•........ 0020 3 Do E ci INTERIOR EXTERIOR VERTICAL CROSS SECITON 2 ALE: N T.S. ti. W. JN WL er. LFS wwc w: 1-15213.27 W _L OF et-1„'MIN. - \\ -- 21 20 CQ A , U dd * Z-3 e o i = u 18 INTERIOR 40 ' ”: m o sg S X •"a b' 3 a 3 3 .0 u EXTERIOR 27 G u 3 HORIZONTAL CROSS SEC110N E 3 Strownw/1xwD-buck .. s o a• O NO O 1-I/1'MIN. qEMB. I1YP.) IMM. VY 4 T TD c o.ls 3 q o.ls _ B 0 .. FCSINK CaSINK IIYP.) (IYP.) L v A • 20 21 21 20 ° L 7 f? C? lgt 1 INTERIOR INTERIOR 7 a 3 o a 10 n -M 02/16/)2 ° EXTERIOR EXTERIOR 1 M swc N.7.5. O 11 O 40 27 UC m alt. JHCNLOf. o' OE 1 HORIIOMAL CROSS SECTION 2 SS HORIZONTAL GROSS SEC110N owe w t ° E3Outiwllgshown •inswing $ CNbwillg dlowrl - duNb>0 FL -15213.l% ~ also oPWoved ols0 opploved o F slcn J o L G3 — O O X 2 v EXTERIOR '""'r/"" INTERIOR 1 VERTICAL CROSS SECTION q c 6ot op oshown v - mswmg EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION q Outswing con8gurolion EXTERIOR '44411" INTERIOR eVERTICAL CROSS SECTION Shown./IX.b-buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 4 kwwing conro" ion a0 IL 02116112 i ut N.T.S. ° w m' JK o n m LFS 3 FL- 15213.27 0 its 4 n 7 at i_ pi ft 11IC A EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 4 kwwing conro" ion a0 IL 02116112 i ut N.T.S. ° w m' JK o n m LFS 3 FL- 15213.27 0 its 4 n 7 MASONRY OPENING 2X BUC 4 1-. i. SUCK ANCHORING HINGE JAMS CONCRETE ANCHOR NOTES: 1. Concrete anchor tocoliom of the cornea rnoy be o*ated to moinfain the n*t edge ciaronce to mortar joints. 2. Concrelo anchor beolbns noted as MAX. ON CENTER' must be osgLwad to mokuotn the mix edge datunce to morforlois, additional concrote anchors moy be reglked to emMurothe AX ON CENTER' dmwnsion are not exceeded. 3. Concrete otKhor rope: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR lTW a TA/CON ELCO s 1/g' 1.1/1• 1' 4 ULTRACON WOOD SCREW IMIALLAIUN NUMW 1.I.W;ntoln o nlbmrnsn SAS'edge distance. 1'"distonce. d I'o.c. spoeklg of wood screws to prevent she spkhkV of wood. MASONRY OPENING TRV 2X 6UC FRAME ANCHORING Masonry 2X buck comttuetion fl u o ci HINGE DETAIL Fri — STRIKE JAMS LATCH A DEADBOLT DEUR 0 o .oi o aN•; sf Z Y xg m IL Y r cZ C 41 Jn SRf fMBFDMfNT TO MASONRY TO ADJACENt EDGE ANCHOR ItW • fA CON 1/1' 1.1/t T 1' Elco uuRAcoN 1 r T•I/r r V' i > ..•........... gam% ;04O2000 IYP. HEAD A JAMBS 10 I lln 11 a`` 0 ,^ z d2 MASONRY J/ i u OPENING e 1u he r uy HINGE DETAfItq m o - FRAME I u z Cor g 2 m p0 1, to G 2a 0 & a7 E, glIXIUCK a 1 TYP. *SILL LATCH t DEADBOLTDETAIL R ci G n HINGE JAMB FRAME ANCHORING STRIKE IAMB CONCRETE ANCHOR NOTES: MOsonry I x buck Co1Rtluction 1. Caioelo ontlwr IOCdflare of the [Omen may Do oc(Anlad to n=loin me mift n Y edge di fano to mala Pkft 2. Camaro owtwr bcobm nosed CO 7L ON CENlkr mel Do O*Woo to n moinldn the min. edge daJQWe w motto phtL OOd[WO COrloelo OrCtWl w i may be tequied w erode MO %W. ON CENIER c rM°n oro ro/ exeeded. 1 Cona•ro,Mhor rade: ANCHOR ANCHOR MIN. MW. CLEARANCE MW. CI[ARANC! O u L u TYPE at[ 02/16/12 = zc-L N.Y S. ° owl er. JK o cm. W. LFS 3 wOODSCRET+/ Ird[AtIAnON NOMk f1-15213.27 DI. Mdntdn O nit,nun wrafpo chlame. 1•MO d$fQmi% l 1•o.C. spoc•1g W woad soowf to proven me galliy of wood El a SRf fMBFDMfNT TO MASONRY TO ADJACENt EDGE ANCHOR ItW • fA CON 1/1' 1.1/t T 1' Elco uuRAcoN 1 r T•I/r r IA CON ck I 2.K --I-- 213 --i i/ i ' •.,• 20 HffAAD A SIDE III • '1 j+ l 5.6T I S3 ADJUSTAEIf INSN7NG 1NRESH ID i 1.56' o IF-- 2.44- K 21 HEAD A SIDEParAber1 4.56' y, 4 ADJUSTAl E INSWING THRfSHOID 4.68' tV —J I_ L JI O lNlf EUA THRESI OLD u zd G acot o fol we 2006 E N o z 0 UEcW C! IL all co 'I b BILL Of MATERIALS DESCRIPTION MATERIAL I X BUCK SG >= 0.55 WOOD 2X BUCK SG >= 0.55 WOOD kA I/4"MAX. SHIM SPACE I /4"X 2.3/4"PFH ElCO OR ITW CONCRETE SCREW STEEL MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2.3/4' PFH IIW CONCRETE SCREW STEEL G 3/16' X 3-114' PFH I1W CONCRETE SCREW STEEL H 1/4'x3.1/4`PFHIIW CONCRETE SCREW STEEL I 1/4"X 2• I /4' PFH I1 W CONCRETE SCREW STEEL 1 I/4' X 3-3/4' PFH IiW CONCRETE SCREW STEEL u: 3 amin 2 vRg C a o L q 10 X 2.117 PFH WOOD SCREW STEEL M R9 X 2-I/4' PFH WOOD SCREW STEEL 7 FORCE 5 WEAK LER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4' X 4' BUTT HINGE STEEL 10 R9 X I" PFH WOOD SCREW STEEL 11 A9 X 3/4 FFFI WOOD SCREW STEEL 11 KWIYSEI KEYED ENTRY - SIGNATURE SERIES STEEL IB KW11SE1DFADBOLi-SIGNAIURESERIFSp801 STEEL 20 FINGER JOINTED PINE FRAME. HEAD IG HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. /VINYL k Y 5 i l S E Z u° 27 LATCH STRIKE PLATE STEEL 2828 DEADBOIi PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 32 VINYL DOOR BOTTOM SWEEP 83628 BY HOLM. IND. VINYL INSWING ADJUSTABLE THRFSIIOLD BYENDURA ALUM. /WOOD INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DlP ALUM.WOOD GLAZING SPACER ALUM. L SNAP IN LITE FRAME ABS DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS DOOR SKIN MIN. 0.086' THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH L HINGE SME EDGE CELLULAR PVC 44 CONTINUOUS LATCH d, HINGE 5111E REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 02 16 12 49 GLAZING fcvt N. I.S, ° om m- JK a Dn LFS ; DWn4 : c f1-15213.27 D ntn 7 or 7 " G COMPOUND SRICONE r , 2/15/2017 Florida Building Code Online Business & I E Professional rl SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FSC Staff SCIS Site Map Links Search d.bpr 04;i- Product Approval USER: Public user Prnau2 aporeval atfnu > ^mei i- or Aotwrrnnn Seam > .1301170non 1.51 > Application Detail FL # FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE -0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE 4 Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2D15.odf Referenced Standard and Year (of Standard) Standard ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code https:/ANww.floridabuilding.orgtpr/pr app dll.aspx?Wam=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2LO1g%3d 1/5 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 (M600); Dwg. IRC -6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 11 IRC -6016-140-24 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/-33.8 Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-140-24 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 tI IRC -6016-145-24 drawing 7-10 sealed.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-145-24 report 7 Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 fI IRC -6018-110-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.5 Installation Instructions FL5302 R7 lI IRC•6018-120-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-L20-15 Reoort 7-10 FL.Ddf Created by Independent Third Party: Yes Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 IRC -6009-110-11 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-110-11 Report 7-10 FL.Ddf Created by Independent Third Party: Yes https://www.8oridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXUwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 2/5 2/1512017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M9S0); Dwg. IRC -6009-100-11, Thru T wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 If IRC -6009-100-11 drawing 7.10 sealed.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-100-ILreport 7-10 sealed.pdf Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-1S,Thru 9'wlde. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 H IRC -6009-120-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC -6009-120-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 It IRC -6009-130-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-130-15 Report 7.10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 lI IRC -6009-140-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-110.15 Report 7-10 FL,Pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6009-150.15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-150.15 Report 7-10 FL.adf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 11 IRC -6009-169-15 Drawing 7-10 FL.adf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other. Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC -6009.169-15 Report 7-10 FL.:)df Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Installation Instructions FL5302 R7 11 IRC -6016-100.15 Drawing 7-10 FL.Ddf httpsJlwww.fioridabuildirg.orgtpr/pr app dll.aspx?param=wGEVXCtwtDqunL7seVZMFLLe0OysN2RYes%2bbXzb2L0lg%3d 315 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +1S.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. FL5302 R7 AE IRC -6016-100-15 Report 7.10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a Glazing option shall not be used in wind-borne debris region replacement door. unless structure is designed as partially enclosed or door is a 5302.13 Stratford (M600); Heritage (11950); Dwg. IRC -6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 fI IRC -6016.110-15 Drawing 7.10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-110-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. replacement door. Glazing option shall not be used in wind-borne debris region 5302.14 Stratford (M600); Heritage (M950)` Dwg. IRC -6016-120-15, 10' Thru 16' wide. Oak Summit (M650) replacement door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-120-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-120-15 Reoort 7-10 FL.ndf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC -6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-130-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. FL5302 R7 AE IRC -6016-130-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Um Its of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-130.17 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-1.40.17 report 7.10 sealed.ocif Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850.487.1824 The Stale of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. • : Pnvacy Statement :: Accessibility Statement :: Refund Statement Under Florlda law. email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pease contact 8So.487.1395. 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter .155. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do rot wish to supply a personal address. please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: WtJ II E• E Credit Card Safe httpsJAwww.floridabuildiflg.orgfpr/pr app dU.aspz?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 4/5 2/15/2017 Florida Building Code Online httpslfwww.floridabuilding.org/pr/pr app dU.aspx?Mram=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 5f5 ADAATALC ROLLS CARRIER NTAOKD vI W V.• . 1/r • Ial Wt KR BRACLEI u W Mv. RCSIDWIA TCp ROLLCR 80=1]•90" WIRbS ATTACH OA7IACKDV/1]) 1/.' K HEAD 20MV2 ATLY .4.HEAD IOICvt rill BRAC i, EACH Coats 210.6 TYPICAL TOP FIXTURES- l 1 • 1.4 paAsa convo xtATd ATTACHED V/ (4) v.• . v.• K 14A3 SCBM Mn no STRUT A11ACHNEW tQ f11R17 Is REDIIWEa 0 Iv ICK STILE STIFFE14Rr r CIASLE 1) ON A2 a STM YACVQ r er,A ileUT vvnl 8 IINs1A eics aEi 0 v., Am FLOW EADI I Oi. AAA 311 KS KAO SLRM iH1 qKi A71A0[D AT [MD ARO C[M,LR I01tp1 BRACKCt V/ I., V.' A L.• ITILts 1. GA iMICK A1IACKD KR At" SCREVS v/la7 V.' L.• A11ApEO viW= 0 KI HEAD f -v, 11- . a/.• K BR NCA weASArt KAO sCXM At RaL01 Wf¢AS ATTAC)¢D EACW c.m t1D.0 V/ U11— 2— UJ - HE. Ka HEAD SLsivf PCA c/JM¢R r 7-11" ITCQ In xnOx r 7 -DAL Etta M x1181 Ua WIE 1. G P . a/.• f011'AS R/ Axl. -1 S[r, SEGTON A -A (SIDE TAEVA x Lf VI0 SMCW QT .11.[.90 x• 1,011 w/ IRt% 20 TRACK 9UCt OQIS R WIS DEME To ATM •D. (I) aro• D. 1-0/Y EAC Dols D ( 1) anY O1.. I-sle IDUAu* BRACKEto T aMs 12 G CAV s1IIl a wAAO1m y11Q 1/.--20 0YO0 ,RACK 51110E DOLT • W, x m (O RACTD c e A C 11.26[3)O.PAGE a IDA JAIo BRACKET spAc" TRACK CONFIC RAT181 f81 DYI' UP TO U' TALL ODORS K7.1 ITT ®NI O ¢KlaS WI R me ON MW w"Ics p^ft cu do OIa1051"9ADt w= D whom# U m muni sse I 01 0 9(ID LHl a iW 0)FOPA46Dow Its I _ no1--0., CID AO eOIO¢¢ BUT IM SHOT ITER RCSAERS 0=1 stla maER R v/ 7nRRtUb" ITS v/ 7/M• KTAII¢e M xloaXl O CAIIAR Dw AfADCD SWII I M twK.wb a1Wn .Aa iA HY TYPICAL 301708RACKET(4TYPICALDIIRASArEENDNINOCx.IT 1 ATTuAu4 PACKET [vMNI uw s u St. 1CKi0snavr oa 2 an DEY,DI) to GA ccwta ITILf OPTIONAL VENT DETAILii6 stone.lexl ..P .e1n ME METHOD OF TESTING WAS IN SUBSTANTIAL " LL Te na. c °°° a slrertRAts >p x TD1lr A r.a1. irw Da t 11a aaw s n1..Pwo Ts Tr .a11e.. Yrs M i tWtAl AVa d K.01 etm Ra W o MIAMI M 1Db CONFORMANCE veTH THE PROCEDURE DESCRIBED W ASTM ,exooso 1.w x ssaA µE330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE I tAa AUIw A AAYILY aslR WrD s. stclL,A s¢a ORAVMNCS WERE CALCULATED USING ASCE 7-10 VAIN THE n..1R nT rOLLOWINC PARAMETERS S FEET OF DOOR WADIN W THE aDx ul.—st ru eraaRsn rAri.LA sa T/Is'Ow sat R[pWl ( A s .a1w rs1stAAoxas AS in rt wnRA11. 4 OR171 tQfba swa t C CA r le1P') AAIO /a1RD1x1Hz. -Ls . vYTeAt Itl Pal LI. ST 2ONE. ROOF AT ANY SLOPE : Dred. aulllr Lsat Alm AV, Y sur. STM IAAOc WINO SPEED MPH 1SS 141 tae 128 122 a aw—. aD enDANMa.L 1U]R n 01KOKINDsomeeOReiVEISTRACKIWKYJ5t.oil .Vpe.Im moR I&A WCL TRACK MOUNTING DETAIL ExPOSuRE LEKL B C C D D . row p .41 1 No .01WAu am soba MEAN ROOF HEIGHT 30' 15' 25' t5' F r,. s. IrMAXWIDTT" ZE J AS l SH.1 A. I OI1Ir `, typ .`G` M1 !, P Rn O . t•` A at 1 n. 1[ No ODf eS7 Isa Loos 2L0 PST ai O -pt u/ 2.e PSTN ;y GFOADSfigt32.7 PST 4 ii nn. F: O .•! 372 PST:: •A i.'r/()'At As' N I" FL 2'` a IV CAArIAf( mPT vlRllpl•1N M .U: elxe MODEL /850 OAK SUMMIT W/ DuraSsfe YODEL 1800 Sl'l1ATTOED T1/ DureSere YODEL 1950 HERITAGE W/DurR3s( e Short. Lon , P)usA i Oak Summit Panel', O tw n Cu 141 M/w IhTIR IDL® B =sDIT AM ac aALd IRC -6016- 120 gal 1 ? B Y =A SIM 1S47CO a1 THE TOP Awe ttttDl v nAz[a s[nmiNE[ WAD StAEVf At END AND CENTER SILLS IT OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) OPTIONAL LONG PANEL TOP GLAZED SECTION tSiRUT AND STILE LAYOUTS) IPC PANEL GLAZING t/tC. ANNIAR[ tent a DOORS 4'e THROW. t'0 BOE. DOORS LITS fKm MY WK MUSI USE MOM PANEL CWHO an CLOSED ac7101a WOOD JAMB ATTACHMENT TO STRUCTURE P A VGR71 Owe AtL M 70 Vroa fQAME t7 r ae S/16' % Y LAG SCR[VS SIARTlR4 6' rROI ENDS TMEN 24' OC.. 112• EMiO E-11 NILTI %vIK BOLI ]/B' A' 21 TWD C rROt ENDS N(N 2/' OC. 12 or EMBEDMENT) MILT) SLCCVE ANCHOR 3/e' % 2-3/4' STARTING 6• rRO1 CNDS THEN LW D.C. t1 1/4' E10EDNENt) ITV/RANSCT REDKAD /TRU-/O•T) ]/R' % A' STARTING 6• rROI ENDS THEN 21' OL. (2 VL' EI=Dmon) P Y 6 KRi1rY JMTSIMPSON1/t' 71 Y TI EN SCACVS STARTING 6' hew. USE PAIRS Or rASTENERS A Ytt) AT I6' OC. 0 1/2' CMKONENT) WLII 1/e' % 2-3/4• KVIK-CCH 11• SCRCVS STARTING 6' rROI EMU, USE PAIRS Or rASIEMCRS tY APART) AT 16' D.C. (1 VA' [MKOMK NT) Z t 6 KRiIPIT rmm) MILTI SLEEVE ANdl CKKOMENT) (OR. USE rAsIENERS rest WILLOV C-90 BLOCK) LAGS AND BLLTS CAN BE CONIERSUNC TO PROVIDE A rLUSN MDIMTING SURFACE. PREPARATION Or VEOD JAN/S BY OTHERS VOUD COCREIC NOuOV BLR GROUTED qOt SIRLC I1PiC SiRUCi1RE f1R1N UTILE S7ALNEIIRE 0 iu I 2' MIN7zzI 6 2-]/.' MIM 1-112• MIN _ fo. JANE IF OPTIONAL SNRT PANEL INTERMEDIATE GLAZED SECTIGN (STRUT AND STILE LAYOUT) le -1/s• 3R-ve• Io-e.e, lo-ve• 10" PA1CL GLA NG rASMICA, OCTAL LONG PANEL GLAZING fASTENER OCTAL NTS. N1.S GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VINO -(TORTS DEBRIS REGI[W GLAZING MEETS ASTM E1300-04 Door Is WINDOW FRAME OPTIONAL Deno INSERTSrVAINUVPROTECTION IN UV PROTECTION I M.SS3/32' 7WCK SSECLA ar A1,40 LOC P ° epeef MOLDED W.DE FRAM, C SECTION 8-8 ° ti u 55 cl AVARIBLE MACK COKNQIRAl10N4 M EL OW= a wow No SIZE 16• INDTM 14, )CmT ND 21.0 PSF T/ 1 246 PSF EST LOADSeR 32.7 PSE T • : •, li;•;;',,` 37.2 Pii 3Y FL 7kna.m W GtQNtt LCLii Va4IDrIKEA K t1}O MODEL 0650 OAC SUMMfr ./DMr.S6re MODEL /Boo STRATPORD ./OuraSafe MODEL /R'SO HERITAGE w/DurSafe Short. Inns. PIueA k Oak Summit Panel's WAIN IT DU 1BAB N/tlltll mu Atm o r w WB oz K-6016-13 9M IBS TABLE 4 TABLE 5 ARLF I MWQ*pp_Ff wDaae, u•rAea.« DOOR STRIP SPAQC(BAST:DDnfi£rCNAECM WCOaoarFWllunw19TOP oeave lav rA. S"' 19(}8 A B C D E F G H I J K L M N T eiEta t-"'>• C:L:11ei7 L• 2:J d ++1 6B LIT 16W257?38Yr43V751w 67117 J: L'Y1Fti'.'71:i 8r Z7t.i T 701 1E 18 w 25 v7 39 SIT 4618 W Yt 73 v7 t l nJLtm2wl iYL :-r<T::•r 1'•t•11FI:]457 8UL1 t moi• si YfTVSf?1SVr227/731Vl4011751Vrsa1?69w B7 iro Lft71 LLL7 .: 60' S Vr 18 W 25 V7 36 W 43 W 51 W 61 Vr 72 W as yr19 ikiF1L*7 E:IDFJ>r9 Q:) 329 t a e fF 51? 16 W 251? 3911! 48 Vr 6D Yr 67 Yr 70 Vr th WMELENL Off S Irv-7 2t Vr 33 Yt 40117 51 Yr 58 Vr ® W 79 W e7IAC 97 J1 ki:J t.L9 ¢:T:7 7 96' 511718W25f/r36V,r43Vr54yr61Vt72W79Y7 Ww 101 E F.L•']GTJ tOP Sl? 18W 25 Vr 39w 46 Vr SO W- 671? 781/4. 85W 95W IOS 206' SVr t6W 25Vr 3DW 46U7.600 671? 81Ifr W V7 IM 114* 115 CL L.1'—Ti f_i] [iI:l [[f iIl Z70E]7CI:7C2i. Irs asno 1 81TPW18Vt25t!I 38 Ur 431? 54 SIX 01112' 72 W 791? SOW 97 IM llr 121 1 tr8' SVZ>sVr26t7I39Vf46t/rWYrG71Il10Yr661? WW tWY7114W 127 t? FSSJ L`i-IIL':3L re 2,• 1+ 120- S Vr IS W 2510 39 W 48 Vr B7 Yr 871? M Vr 68 Vr 1@ w t® v7 120114 131 Vr e•aT:Jta e 128' 51? 18W25W36Yr43Vr54W61w72Ur79Vr9DW 87Vr105WfU1?128yr13D117 r n. 312 r 10rl no 10 130' 51? 18 Vr 251? 39 w 48 V7 W w 67 W 78 Yr 96 v7 W w w 114 w 121 Vr 132 Yr 1461? 13V 5V 18 11125 v7 39 VC 43 Vr W Ur 67 Y7 81 ve 88 Vr 102W 1091? 12D W 1771? t30 yr 1511? rertr.L r-1• 1flSl.il 8 t e t o 261 104 14P SVr10VT25Vr39W48t?WIVWV VrWVr1@WK8Vr1TlW13DwtieW157t? Lr>• IDI E3i:9 D•tl.-_•1 ISO 7 la 6ii c:171 7:L 1.1J YIf J 1271017 IS 4 0 m D i o L 7r I'.>r; •.y^1:3ii a{F3.7 sr--neT 1r5rn lam•] LEJ 1r I'ID7f yly lX•'•1 r• 0o eTABLE2TABLE3 Laor• I-yslt: `t•'EII':193I1+ImL'] max LU zDOORSECTIONHEIGHTSDOORTRACKWENTSPLICE BiFYI arr,tnrta L3i:•J un .Isl 2se HEIGHT Blm N2 1023 N4 K5 96 N7 AS HEIGHT A B C D E F O H S l}5-793Tiu® r 2 IN 0' 21-121- 21- 21• 21' 21' 21• 21• 8r 10, 21• 3t Sr 7P I•n11nnE:1:J S:7D.L] ale 210 717 Te s10 176• 21' 21• 21' 21' 21 tt tt 21' T 1P 21• 36' 5e• 76' IQl1 17P 21' 21' 21• 18• 10' 18• 18' 21' T6• to* tt 36• 54• 7r 82• amu: f rr o F'•I-•Jc s -,n -I••, 1T.:.7yIIX••1 Ire nr s 0 101O11B06141nmx12e6 172 21• 16' tt 16• 16' tt te• 21' S. 1P 21• 39' ST 75• r8• Ln--p 17P 21' 21• 21• 21• 21' 18• 21- 6'6• W 21• 4r er et• 9. tro n+ Soy A AM GO e1 MaAZKO n w uDD 01t>oIDo OAet O1a6 IVF 21- 21• 21• 18• 1B• IS' 21- 9 t0" tt 3G W 7r r0' 200' 11 ue• a s ft'P 21' le' tt 18' t8' tt 21• 9t 1P 21• 39• Sr 75' 9Y 106- fro u• 2.e2•s 1st NxI c mD01mE 10[i of 10.6- 21• 21• 21• 21' 21• 21• tD' t0" 21• 4r 83 61' 99 ttr D so 90 M 10410 teu1u,n 1. ». 19P 2I• 21• 21• fe• tt 21- tab• t0" 21• 4r 63• 64• for t1t IKmXN01 4 NDliOND ui m0 is ns86' 21• 16' 18' te- f8• 21' tr 1P 21• 3P sT 7s' ai• 1fY 124 f ImDAusoea6 NMO 9P 181 tt tt tr' 18' 1r' 11'6' tP 2P 4r 8Y 6t• 99' 11T UP 1 . 9t 2t• 21' 2Y tt 21' 17 1P 21• 4r 6T 84' IOV 127 13P MAX 92E !lap»:e1t 4, h ., 1e' wiDiM 'y, .; ;:; , rS ntttr• 1P 2Y 39' ST 7S' 93' 1tY 129' 144QP21' 1K 1t 1t 21'- 2 1i HOti1t ,•}° Q O •' w T6• te• 16' It 10• 16• 17 tP 2Y 4T 67 Bt• 99' itT U4 TP 2t' 21 21 2t- 176' 1P 21' 4r B3' 84, 105. 123. 141- tet 154- t'' g •°• 1-'•;^• •• $- o.+wuoe F ti'.T,-;? fes. •' 1C 4. " • - na re lo+ s 6G 21• t6• 1t 21• u' tP 21• 4r 6i 64. 205' 12G 14T 160" oE9a LOADS' :t ALL AAQ 41T•Oel"1 QAL1X../-Y utelm IN al a sw ++e t a Q11G Olt 2 .` -.: Zia SF .9 -. , %(v1011•A : 1ES7 LOADS1 43Z? P IS 7 ':;',::; 1st J7.2 Py •• 2 FLAfll U• 71. W ["YMr4 Cq/7 ,NOfO.•rAt[R n4 titq Ig10 ns 222 3y2 MODEL /050 OAK SUW1Tr w/DuraSJ10 IS + MODEL 0600 SI1tATFORD ./Du1>.Bafa YODEL 0950 HEMAG6 ,s/DuraSaleVIoN.,n rs 2.v a 10 2110 2410 Sport. Long. !Tush ! Oak Summit Panel's u•+ s wen cult! wee OWN KNO B OMP AM IUN MAIM IRC-6016-120-15 a sw «•.,4•.•.w+.gs 90 30 3 oeave lav eiEta t-"'>• C:L:11ei7 L• 2:J J: L'Y1Fti'.'71:i 8r Z7t.i T csr t snr•7 [:iil t l nJLtm2wl iYL :-r<T::•r 1'•t•11FI:]457 8UL1 t moi• FS1J •7 CL'i:] taa: Lft71 LLL7 .: 3E t:7Lu¢uu ikiF1L*7 E:IDFJ>r9 Q:) J1 ki:J t.L9 ¢:T:7 E F.L•']GTJ CL L.1'—Ti f_i] [iI:l [[f iIl Z70E]7CI:7C2i. f 1>•'r-' FSSJ L`i-IIL':3L 8i2'L'l e•aT:Jta E®CL•']OiID rertr.L r-1• 1flSl.il 8 F C..g]In137 Lr>• IDI E3i:9 D•tl.-_•1 ILLI7a1. 7 la 6ii c:171 7:L 1.1J YIf J 1271017 Lil s'1r"'L'2L l:L•'JI1YL7 m D i Ifl•J L 7r I'.>r; •.y^1:3ii a{F3.7 sr--neT 1r5rn lam•] LEJ I'ID7f yly lX•'•1 1.77'•]zt s-+ E T:J 3u f.:Z:9 I-yslt: `t•'EII':193I1+ImL'] 7 BiFYI arr,tnrta L3i:•J f n onnran l}5-793Tiu® c,.--.-; I•n11nnE:1:J S:7D.L] ale E2 =7377157 L'c1:9 1 7 m1iII Q.7:® IQl1 esu Ln L amu: f rr o F'•I-•Jc s -,n -I••, 1T.:.7yIIX••1 2/1520,17 Florida Building Code Online u0 Professionala SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats IN Facts Publications FBC Stair SCIS Site Map Links Search a b r 'C`. product Approval I USER: Public User1 r4duct •tooroyol Menu > PRadutt or ADDIICatlan S+.arch > Aoohcot on List > Application Detail FL # FL19715-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com Jon Berrian Jonberrian@slbp.com Windows Single Hung Certification Mark or Usting Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/i.S.2/A440 Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https //www.floridabuilding.org/pr/pr_appdel.aspx?param=wGEVXC nrtDgNA%2bxmzklhGuBVSnRNMfoPIy6gPoEN%2txTXyGDYCjAw%3d%3d Year 2011 2008 12 2/15120,17 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.Ddf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO Il SWD002 SS 2016-06-22.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850.487.1824 The State of Florida is an AA/EEO employer. Cooynaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want Your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead. contact the office by phone or by traditional marl. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXOwlDgtvAa/o2bxmzklhGuBV5nRNMfoPly6gPoEN%2beBTXyGOYCjAw%3d%dad 2/2 INSTALLATION NOTES' 1. ONE (1) INSTALLATION ANCI1011 11 REQUIRED AT EACH ANCIIOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS ID BE USED EOR PRODUCT INSTALLATION OF INE MAXIMUM SIZE UST ED. 3. INSIALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION 8 SPACING IN THE ANCHOR LAYOUT DETAILS 11 E.. WII-40UF CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSIALLATION ANCHOR TO INE N(XI. 4. SLAM AS REQUIRED At EACH INSTALLATION ANCHOR WITH LOAD BEARING SMIMIS). MAXIMUM ALLOWABLE SHIM STACK 10 BE MR INCH SHIM WHERE SPACE Of 1/16 INCH OR GREATER OCCURS. SHIMES) SHALL BE CONSTRUCTED OF H1614 DENSITY PLASTIC OR BETTER. S. FIN INSTAILA7JON: FOR INSTALLATION INTO WOOD FRAMING USE R$ WOOD SCREWS OR 11 GAUGE stoorING NAZIS OR IOd COMMON NAZIS OF 1 INT LENGTH TO ACHIEVE 1.1/21NCII MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSIALLATIONSHALL MAINTAIN MIN 3/8' EDGE DISTANCE 6 FIN INSTALLATION: FOR INSIALLA I ION IN IO MEIAt SIUD USE RB SkIF-tAPWNG SCREWS. OF SUFFICIENT IkNGIH 10 ACHIEVE A MINIMUM OF 3 HREAD PlN NAI N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS Or SUFFICIENT LENGTIO TO ACIUEVE 1.1/21N01 MINIMUM MBEDMENT INTO WOODSUBSTRATE. III. THROUGH FRAME INSTALLATION: FOR INSTALLATION TIIROUGII IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITV! IAPCONS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINI.NUM EMBEDMENT. INSTALLATION SHAT L MAINTAIN MIN, 13/4- EDGE DISTANCE. B. IN ROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE RIO SELF -TAPPING SCREWS OF SUFFICIENT LE NGIH 10 ACHIEVE A MINIMUM OF BEYOND ME IAT WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT TIMI I EU 10 STUCCO, FOAM, BRICK VENEER, AND SIDING. IT. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOIN] INTO FACE SHEIL OF BLOCK. 13. IN51 ALTAI ION ANCHORS SHAH BE INSI ALIFD IN ACCORDANCE WITH ANCHOR MANUFACIURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE USED IN SUBSI RATES WITH SIRENGI IIS LESS RAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14, INSTALIAI IDN ANCHOR CAPACII IES FOR PRODUCIS HEREIN ARE RASED ON SUBSTRATE MATERIALS WITH THF FOLLOWING PAOPF RITES. A. WOOD- MINIMUMSPLCIIICGRAVIIYOI OSS B. CONCREIE 'MINIMUM CO3000 PSI. STRENGTH OF 30PSI. C. GROUT CMU- UNIT SIR[ NGTH CONFORMS IO ASTM C•80 WITH MINIMUM COMPRESSIVE STRENGTH Of IUDO PSI AND GROUT CONFORMS TO AStM C 476, MINIMUM GROUT COMPRESSIVE SI BENGI H OF 2000 PSI. D I/OILOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•50 WI711 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. L. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47.8 MIL (0 04)8' m 18 GAUGE). MIN. I/2' EDGE DISTANCE. F AIUMINUM- MINIMIIM AHOY6063.75. MINIMUM WALL THICKNESS(/F 1/161.001114. 1/I' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. TIIE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE 5711 EDITION 2014) 1 LORIDA BUILDING CODE ((BCE. EXCLUDING MVHZ AND IIAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAAVDMA/CSA 101/1 S.2/A440 00/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 10 THE FOUNDATION IS INE RESPONSIBILITY OF THE ENGINEER OR ARCHII ECT OF RECORD FOR THE PROJECT Of INSTALLATION. 3. IX AND )X BUCKS (WHEN USED) SHAH BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER 10 SHEET 6 FOR FURTHER DETAILS Of RUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR AS P,ECIFIC SITE. Of SITE CONDITIONS CAUSE INSTALLATION IO DEVIAIE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•INIII AREAS. IN HVIII AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MWAHJADE AER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS R[QIARED ON I HIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE STN EDITION FB(_ WOOD COMPONENTS SNAIL HAVE BIEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECII SAS DEFINED IN CHAPI ER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCIMRIS SEE SHEET61011GtAZINGOFIAILS. MAX OVERALL SIZE WIDTH HEI6HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION INSTALLATION A GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 - VERTICAL d HORIZONTAL SECTIONS MAIL FIN) 5 VERTICAL4 HORIZONTAL SECTIONS(THROU6H FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION,66LAZIN6 DETAIL MAX OVERALL SIZE WIDTH HEI6HT ONFI6. DESIGN PRESSURE MISSILE IMPACT RATING 36' 84' O/x 35 / -35 PSF NON IMPACT 35• 66' o/x 50 / -50 PSF NON IMPACT 3$• 70 O/X 50 / -50 PSF NON IMPACT 38' 77• O/X 35 / .35 PSF NON IMPACT 44' 62' 0/X 50 / -50 PSF NON IMPACT 40' 72' O/X 35 / -35 PSF NON tMPACT 4$' 4' O/X 20 / -20PSF NON IMPAR 52' 72' O/x 25 / -25 PSF NON IMPACT 36' 3.75' O/X(ORIEL) 35/•35 SF NON IMPAR 49' O/X (ORIEL) 20/.20 SF NONIMPACT 72' 42' O/X-O/x 35 / -35 PSF NON IMPACT 72' 84• O/X-O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50/-50 PSF PION IMPACT 76' 72' O/X O/X 50 / •50 PSF NON IMPACT 76' 77' O/X-O/X 25 / •25 PSF NON LMPACT w 74' 0/X -0/X 35 / -35 P5F NON IMPAR 74' O/X•O/X 30/-30PSF NON IMPAR 108' 62' O/X O/X O/X 50 / -50 PSF NON IMPACT 10$' 72• O/X-O/X-O/X 50/.50PSF NONIMPACT LOB• 84' O/X-O/X-O/X 25 / .25 PSF NON IMPACT SilverLine InAndersen 9711 u RRwf •000Al OK aRYERItE D4:YE tAIM r„tifwNl.14 ORIIH AI pati Ua IM V) Z O O s W Digitally signed by Hermes F Norero, P.E. S W DOO Z Reason: I am approving thls document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SHEET: 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' WIDTH 48' IMAIxkrseti B E B E g7qj oer••oeeee a4 s:L.TwnA ac•A wen• lour•swla, w os+or M I1Y1•H1 FZ PP f5 0' c,.. c 3 e. 0 9 E MAX. FRAME MAX. FRAME HEIGHT 96' HEI6HT 96' j W mzU, QUALIFIED CONFIGURATIONS s X, ARCH TOP CONFIGURATIONS FOR ALL 29014901 61 N RATINGS, SINGLE UNIT CONFIGURATIONS F W =-I o• 0 147 4 g m ELEVATIONELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O N H AWICTHA96E MAX.FRAME W H S QLIJ UALIFIED CONFIGURATIONS MCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, T WIN UNIT CONFIGURATIONS F F f Z5 C 0 # M.% i 0. FF MAX. FRAME HEI6HT 74' HEI Pa01`` I! u: a A D v 245GpvV1 ELEVATION : 9 ELEVATION Dw&`r/• E/ / nTWINSINGLEHUNGWINDOWTRIPLESINGLEHUNGWINDOWS . • DOO SHEET: 2 OF 6 6NT WIDTH I08' 0 E 4 5 5 O' O' Ca D D 1 7 7 FRAME 84' r MAX _ 11' MAX. FROM II-- I Imo_ O.C. CORNERS I Y MAX. FROM I r rl I-- 4 1/2' MAX. CORNERS O.C. 11' MAX O.C. 4 1/2' M O.C. 2' MAX. FROM CORNERS wolf w•.uat l.r D.wry 2 -MAX v,ulEw,nactDw vO[ JFROM t 4+ai..u.Ncslu CORNERS i NAIL FIN • SINGLE HUNG WINDOW a' MAX FROOMM -I I I 20' MAX. CORNERS O.C. 6' MAX. FROM CORNS 20' M OC L 6' MAX. FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I I` 4 1/2' MAX. O C. ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM _ 6' MAX. II^ ICORNERS 6' MA O.C. 1' MAX. 1 yl I 6- MAX. FROM J O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM I123/4 MAX. CORNERS R5 I~ I r O.C. r' MAX. C. 6• MAX. T FROM J CORNERS 16 1/ 12' MAX, O.C. I C. MAX. ANCHOR STRAP FROM J `ANCHOR STRAP P/NSEE 50-2995-2 CORNERS P/N 50.2995.2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine I AIxk:ISl:FI 9471 ow!•o.o.• 0011 !o vFKHrt 6mtvf won. &%mvAc. Warm M (7N).A IOW o3 qp H of N3 z GvleC zMZg Imo. Wv• 1 me y W 2 m Lu m O Z & x tD m v / Z OZ H LU '^ Lu x C! it N Z N Y i (' 0 3 v wVl Z B VG # 5WD002 IEET: 3 OF 6 NAIL FIN • SINGLE HUNG WINDOW a' MAX FROOMM -I I I 20' MAX. CORNERS O.C. 6' MAX. FROM CORNS 20' M OC L 6' MAX. FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I I` 4 1/2' MAX. O C. ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM _ 6' MAX. II^ ICORNERS 6' MA O.C. 1' MAX. 1 yl I 6- MAX. FROM J O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM I123/4 MAX. CORNERS R5 I~ I r O.C. r' MAX. C. 6• MAX. T FROM J CORNERS 16 1/ 12' MAX, O.C. I C. MAX. ANCHOR STRAP FROM J `ANCHOR STRAP P/NSEE 50-2995-2 CORNERS P/N 50.2995.2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine I AIxk:ISl:FI 9471 ow!•o.o.• 0011 !o vFKHrt 6mtvf won. &%mvAc. Warm M (7N).A IOW o3 qp H of N3 z GvleC zM Zg Imo. Wv• 1 me y W 2 m Lu m O Z & x tD m v / Z OZ H LU '^ Lu x C! it N Z N Y i (' 0 3 v wVl Z B VG # 5WD002 IEET: 3 OF 6 6• MAX. T FROM J CORNERS 16 1/ 12' MAX, O.C. I C. MAX. ANCHOR STRAP FROM J `ANCHOR STRAP P/NSEE 50-2995-2 CORNERS P/N 50.2995.2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine I AIxk:ISl:FI 9471 ow!•o.o.• 0011 !o vFKHrt 6mtvf won. &%mvAc. Warm M (7N).A IOW o3 qp H of N3 z GvleC zMZg Imo. Wv• 1 me y W 2 m Lu m O Z & x tD m v / Z OZ H LU '^ Lu x C! it N Z N Y i (' 0 3 v wVl Z B VG # 5WD002 IEET: 3 OF 6 ANCHOR STRAP FROM J `ANCHOR STRAP P/NSEE 50-2995-2 CORNERS P/N 50.2995.2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine I AIxk:ISl:FI 9471 ow!•o.o.• 0011 !o vFKHrt 6mtvf won. &%mvAc. Warm M (7N).A IOW o3 qp H of N3 z GvleC zM Zg Imo. Wv• 1 me y W 2 m Lu m O Z & x tD m v / Z OZ H LU '^ Lu x C! it N Z N Y i (' 0 3 v wVl Z B VG # 5WD002 IEET: 3 OF 6 it N Z N Y i (' 0 3 v wVl Z B VG # 5WD002 IEET: 3 OF 6 CONCRETE/ MASONRY 1 1/2' MIN. BY OTHERS EMBEDMENT CAULK BETWEEN .. . CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS i , ' •; 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. E06E DIST. 18 WOOD SCRE W INSTALLATION ANCHOR ...'""" EXTERIOR FINISH BY OTHERS SHIMS%. PERIMETER / SHIM SPACE SEALANT / 1O.A. BY OTHERS 1 / UNIT SASH REINFORC HEI6HT EXTERIOR\ INTERIOR SEE SHEET 6 FOR REQUEREMEI SEE 6LAZ DETAIL SHE SEE GLAZING INTERIOR DETAIL, SPIFFY 6 1 O.A. UNIT HEIGHT 1 VERTICAL SECTION Q / HEAD - :K WOOD BUCK NAIL FIN SEE GLAZING -\ TT DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY oTHERS—`-, 8 WOOD SCREW INSTALLATION ANCHOR - 2X WOOD BUCK BY OTHERS SEE SHEET 6 FORS CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS EXTERIOR OA UNIT WIDTH SilverUne g u•r.•sa.S at SILV(ILIW tltf[ ICOM tlWSM[•IU g10i M pSfl )f mm 1/4' MAX. MIN 3/8' EDGE DISTANCE g 3 r` J- SHIM SPACE I~ g z H N 121 1 r `a dyyV W 5 MIN. 3 THREADS G PENETRATION BEYOND 6 METAL STRUCTURE W 1FB 6R. 5 SELf-TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION p NOTE 14 m EXTERIOR FINISH BY OTHERS z PERIMETER SEALANT Q BY OTHERS H C v N o HORIZONTAL SECTION 1/4' MAX. Q JAMB - METAL STUD SHIM SPACE All. FIN 3/8" MIN. J EDGE DIST. a, CONCRETE/ MASONRY BY OTHERS 11/2* MIN. EMBEDMENT VERTICAL SECTION 4 SILL - 2x WOOD BUCK NAIL FIN El b m N 3J Y uZ O p u N N6 #: SW0002 EET: 4 OF L l0 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN °• CONCRETE/MASONRY BY OTHERS .' EXTERIOR FINISH BY OTHERS PERIMETER SEALANT _ By OTHERS O.A. EXTERIOR ( / UNIT \ HEI6HT SEE &LAZING DETAIL, SHEET 6 3/4' MIN EDGE DISTANCE ~ 2X WOOD SUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. _ CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING MIN. 1/2' EDGE DISTANCE 1 1/2' MIN DETAIL SHEET 6 EMBEDMENT INTERIOR L VERTICAL SECTION 5 HEAD • 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 EXTERIOR O A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS INTERIOR FF10 6R, 5 SELF -TAPPING SCREW SHIM SPACE MAX. INSTALLATION ANCHOR SHI METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR BY SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB • METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PAN[Alfr 14FAn SCREWS FRC FRAME. HOLE TO ACCOMOW INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620• P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. r 1/4' MAXISHIMSPACE C EXTERIOR FINISH 1 1/4' MIN BY OTHERS °' '. • U U EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON e • • :' INSTALLATION ANCHOR . • 1'3/4• MTN ° EDGE DISTANCE VERTICAL SECTION 5 SUL•CONCRETE/MASONRY THROUGH FRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN 1.1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS, 6R. 5. PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT. MIN. 1' EDGE DISTANCE. SilverLine IN/VNGhwMI eere•soee• MI.w wosarMI. au ntnE cow I-nmw n 2 O diga z n o i L V, BWMW. V m Z < C W 5 W - 01 10O V) Z In ••... lii vZ DWG #: 5WD002 SHEET: 5 OF 6 EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I• ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESI6N PRESSURE •/• 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X•O/X). DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X-O/K), DESIGN PRESSURE •/•50 PSF C• STEEL INTERMEDIATE FRAME'LARGE'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING 5IZE/RATIN6S: 76 X 62, (0/X -0/X), DES16N PRESSURE •/• 35 PSF 0•STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 1/4' ITW TAPCON ANCHOR V) SilverLine NOTE: 2X WOOD BUCK OF SUFFICIENT InM X(1-YSel l O ALL GLAZING CONFIGURATIONS SHALL COMPLY NOTE: p WITH SAFETY GLAZING REQUIREMENTS WINDOW FRAME. ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER OUTLINED IN CURRENT FBC AND ASTM E 1300 BY OTHERS SPACING BETWEEN ANCHORS SUCH THAT MAX O.L. i GLASS LOAD RESISTANCE. SPACING SPECIFIED I5 NOT EXCEEDED e.•.00••s w aE sn vta IK K+vF ix wn uwsn+tt, w aw+ M. Uf71.1•+tOW 5/8' O.A. 16. GLASS I DISTANCE I 1y Ygy Z a Z+ Or O^x EXTERIOR / INTERIOR N NZ d 4b<c MIN. GLASS vu+ i W m w Z Se. BITE 1/2' g I a W N O N of p 1/8' SETTING BLOCK a a F i GLAZING DETAIL i c I I 1/4' ITW TAPCON ANCHOR V) 4' FROM CORNERS Z 2X WOOD BUCK OF SUFFICIENT ONOTE: p 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE WINDOW FRAME. ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER Ham„ BY OTHERS SPACING BETWEEN ANCHORS SUCH THAT MAX O.L. i SPACING SPECIFIED I5 NOT EXCEEDED UJ w 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK ix 0 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.L. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4* MIN. EMBEDMENT1 1/2' MIN. EDGE DISTANCE 2• MIN. EDGE •^ ~• IDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL aP, 4( m > 11 Vp OW6 #: SWI)002 SHEET: 6 OF 6 T. r 2/15/2017 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search dj* a Product Approval USER: Public user ProAuct .%rromval Wtnu > Product or 000licahon S?rrcn > AooticaUon Lu > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:I/www.11oridabuilding.orglpr/pr app dll.aspx?para-=wGEVXQwtDquZRj59a/o21Drx2300PLxr2KHVIY2g3r%2bi%2fkKOkbg8iy9GAA%3d%3d 1/5 2115/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eouiv FL 14918 R3 Eouiv of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page :i+ 0 Page 1 / 2 m FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 j Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918, I.Ddf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 149t8.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.Ddf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 Il Inst 14918.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 lI Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.Ddf hilps://www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwIDquZRj59%2fDrx2300PLxr2KHV1Y2g3r%2bi%2fkKOkbg8iy9GAA%3d%3d 25 2/15!2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 1918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Sial 14918.8.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14913.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14913.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 lI Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any EL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https:lAvww.Ooridabuilding.orgfpr/pr appdtl.aspx?param=wGEVXQwtOquZRj599'o21Drx2300FLxr2KHVtY2g3r%2b1%21kKOkbg8iy9GAA%3d%3d 3/5 2/15/2017 Florida Building Code Online additional use Imitations, installation instructions and product FL14918 R3 AE Eval t49t8. t2.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.15.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather • Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.17.odf ; Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes i Created by independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.ocif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htipsJ/www.floridabtfilding.orgfpr/Pr_appdU.aspx?param=wGEVXOwtDquZRj59%2tDrx2300P1xr2KHViY2g3r%2b1%21kKOkbg8iy9GAA%3d%3d 4!5 2/15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 I[ inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 © d Page 1/ 2 O m Contact :: 2601 Blow Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Flonda.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Seaton 45S.27S(1), Flonda Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emarls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455• F.S., please dick here. Product Approval Accepts: ago Credit Card Safe httpsJ/www.0oridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwIDquZRj59*lo21Drx23OOPLxr2KHVIY2g3r%p2bl%2fkKOkbg8iy9GAAp/o3dp/o3d 515 Silvefflne byAndersen r4l, WINDOWSeD00RS SERIES 2900/4900 - MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES I. This product hos been evaluated ands in compliance with the 51h Edition )2014) Florldo Building Code (FBC) struclurot requirements excluding the Iiigh Velocity Hurricane Zone' (HVH2). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shal be beyond wol dressing or stucco. 3. When used in areas requiring wind borne debris protection This product Is required to be protected wilh an impact resistant covering that comples wilh Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a incensed engineer or registered architect. OVERALL FIN DIMENSION MAX. OVERMI HN WIDTH TABLE OF COHTEHTf SHEET Y DESCRIPTION POSMVE NEGATIVE 1 Typical elevotim design MWeS d genefd notes 2 Horimntd a verlicd cross sections 9 Hortronid S verticil aoss sections 4 luck a frame anchoft 99.48"x 57.48' 5 0 of mole4ds, glaft detals S components OVERALL FIN DIMENSION MAX. OVERMI HN WIDTH MAX. O.L.O. DIMENSION I— MAX OVERALL FRAME WIDIH — — DESIGN PRESSURE (PSI) POSMVE NEGATIVE 75.48' x 77.48" i 67.0' x 69.0" Gl 50,0 -50.0 75.48" x 85.4W 72.0' x 82.0" 67.7 x 77.0" G2 o 99.48"x 57.48' 96.0"x 54.7 O G2 nil OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. O.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSI) POSMVE NEGATIVE 75.48' x 77.48" 72.0" x 74.0" 67.0' x 69.0" Gl 50,0 -50.0 75.48" x 85.4W 72.0' x 82.0" 67.7 x 77.0" G2 50.0 -50.0 99.48"x 57.48' 96.0"x 54.7 91.7 x 49.0" G2 ec er. KV crw x• LFS FL-14918.2 10 OPTIONAL) 16 \ 11 'V tl* 1a• 5 R o i uN•- r 9 and e u n I > Y bN W Y O 0 EXTERIOR INTERIOR ., n AE R 2 0l o = R 1.1 /r MIN. T EMS. TYP. O ` 7 11 2 Q 1 9 R V 1 11 u t G1 G2 INTERIOR 2 7 p o a q 0 9 10 e a lu B EXTERIOR c aa: I t 09 1 1 i v - e N.r.s. ° 1 HORIZONTAL CROSS SEC11ON W. KV o 2 e VERnCAL CROSS SECAON c.L;: VS a 2 awwc No.: FL -14918.2 0 w w y N ti 2 5 Ya l0 v v gid c E e z co i v ma64 4 Gl G2 J y N 3 EIRERIOR IMERIOR a j 4V N Q rc z CL d I n 9 jJ k z 8 0 G1 G2 INIERIOR 2 e i a O q o ' au 11 109111 i SGML' N.T.S. 1 HORIIOMAL CROSS SECTION OXG• BY: Kv 3 VERTICAL CROSS SECTION SFS a oiav+c no • _ 3e F1-14918.2 a 9([7 -'L of —L 0 9 2K BUCK MASONRY OPENING I P MAIL O.C. FfP.) I— —I BUCK ANCHORING I. Y 4 2K BUCK- d MASONRY OPENING o CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min edge dlsrance to mortar joints. 2. Concrete anCf Wr bCatlanf noted as " Alf. ON CENTER` musf be adjusted to maintain the min. edge dWanco to mortarjoints, cddtionaf concrete anchors may be required to ensure fhe'MAX ON CENTER' dimension aro not exceeded. A Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 1rw 1/r 1.114 2' 4 TAPCON ELCO 1/r 1.114 1' 4' ULTRACON c^_ w xKtw rnsr i Kuv nv ca: I. A4ohraln a minimum 5Ar edge distance. 1' end distance. a 1' O.C. Spacing of wood screws to prevent Itm spNrtng of wood. C MAX O.C. m'?.)r— I FRAME ANCHORING MUCK TYP. 10 L FRAME ANCHORING MUCK P MAIL O.C. (IYP.1— 1 r TYP. 3 FRAME ANCHORING 2X STUD 2x FRAMING TO BE DESIGNED 0.F Y RIE ENGWEER OR ARCHRECT ECORD BASED ON WIND LOAM AND THE CLADDING BENG USED. N T.S. c ev. KV r or. LFS xxm xo. FL -14918.2 r -L or rr41D1111` c^_ Un.. hP a. zo 9mIW d 4L V C2 CWa3n P MAIL O.C. (IYP.1— 1 r TYP. 3 FRAME ANCHORING 2X STUD 2x FRAMING TO BE DESIGNED 0.F Y RIE ENGWEER OR ARCHRECT ECORD BASED ON WIND LOAM AND THE CLADDING BENG USED. N T.S. c ev. KV r or. LFS xxm xo. FL -14918.2 r -L or Blll Of MATERIALS GLASS REM DESCRIPTION MATERIAL I ING FIN BY SILVERUNE 42902• MAIN FRAME WITH NAILTHK. VINYL 2 GLAZING BEAD BY SILVERUNE 47211' VINYL S d8 X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 W000 B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1/4' MAX. SHIM SPACE 10 d8 X 1-1/2` PPH SMS STEEL I 1 1/4• X 2-3/1" ELCO OR ITV/ CONCRETE SCREW STEEL 12 2X FRAMING SG>=0.12 W000 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERUNE 42922' VINYL 13 3/r OVERALL S i* ' O o 0 14 5/37ANNEALEO 'i * P m ua 1l111 1t5` AIR SPACE ` g E = ° z It 9m• y + o 6 S/37'ANNEAIED a N^ m' a n` lV c 4 I /7 GUMS E e = 6rtE 3n b7 GI G 2! 1 U2 3/P OVERALL z'^ THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 THK. GLASSw BY EXTRUDERS LICENSEES IN `AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". O u 14 5/37 TEMPERED J Us b AIR SPACE d 2.95' - 5/32' TEMPERED 3I a o o r 075' - j ~I + m 1/2'GIASS a a` BRE G2 GU71NG DETAIL - ' Le n o n U16 SNCC 1 ERT v M -0.8P -- I ° r jz I 0 o o z u o a1E 11/09/11 0 sum: N.T.S. OGLATINGBEAD 6.G.61: KV a OFIXED FRAME oa L 3 1 a1w w .v.. c FL -11918.2 c swo 5 a 5 p 2/15/2017 Florida Building Code Online Dent NalE Aawt parte oerwplVllwws ccYtACT Will SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts b a 4 Product ApprovalQbUSER: Public User ProdUQ Approval Menu > P.oAuC x Aophraunn Se, rrh > Ayrilirarlon List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2011 AAMA/ W OMA/CSA 101/I. S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsl/www.0oridabLuldirg.org/pr/pr_app dU.aspx?param=wGEVXOwtDquZRj59%21Drx23OOPLxr2KHVtY2g3r%2b1%21kKOkbgBiy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 EDuiv FL 1.1918 R3 Eowv of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 ( d Page 1/ 2 d FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window I Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918. L.Ddf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 , b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fn 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fn Weather Stopper"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 Il Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942-4952 with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.4.Ddf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 1a9t8.4.Ddf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952/ 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.5.Ddf https://www.0oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDquZRj59%2iDrx2300PLxr2KHVlY2g3r%2bl%21kKOkbg8iy9GAA%3d/e3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.adf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. FL14918 R3 AE Eval 14918.11.odf 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.5.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14913.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 J. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any hUps:/Avww.Boridaiwilding.orglpr/pr appdll.aspx?param=wGEVXQwtDquZRj59%2IDrx2300Ptxr2KHVlY2g3r%2b1%21kKOkb iy9GAA%3d9'o3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, Installation instructions and product FL14918 R3 AE Eval 14918.12.ndf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 'Extruded PVC Fixed window/Sidelite with Nailing Fn Umits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 li Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.1.1odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 ' Extruded PVC Fixed Window / Transom with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 tI Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918 14.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" window/Sidelite with Nailing Fin i Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst L4918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes i particulars. 14918.17 q. Series 5800 Model 5810 "Weather, Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No F114918 R3 11 Inst 14918.17.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. 17.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 i r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14918 R3 II Inst 14918.18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Evil 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https:l/www.8oridabuilding.org(pr/pr app dll.aspx?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%21kKOkbg8iy9GAA%3d%3d 415 2f15y2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 TI Inst 149t8.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d 0 0 Page 1/ 2 0 m Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of ilonda is an AA/EEO employer. Cownnht 2007.2013 State of Flonda.:: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditiorol mail. If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: WalE E Credit Card Safe hllpslMfww.Ooridabuildirg.orglpr/pr appdU.aspx?param=wGEVXOwtDquZRj59%21Drx2300PLxr2KHVtY2g3r%Zbt%2ikKOkbg8iy9GAA%3d%3d 51`5 SilverLine' rll:. byAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES I. This product hos been evoluoted and is in compliance with the 5th Edition (201 4( Florida Bugdng Code (FBC( structural requirements excluding the 'High Velocity Hurricane Zone' (HVHZ(. 2. Product onchors shoo be os listed and spaced os shown on detais. Anchor embedment to base moterid shag be beyond wag dressing or stucco. 3. When used in oreos requiring wind borne debris protection this product Is required to be protected with on impact resistont covering that comples with Section 1609.12 of the FBC. 4, For b(stud froming construction. anchoring of these units stag be the some os that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this droving require further engineering analysis by o licensed engineer or registered archilect. OVERALL TABLE OF COMEMS SHEETI DESCRIPTION 1 T elevation. d assures b engird roles 2 Hodwntd a verlicol cross sections 3 Hodrontd d vertical dmss sections 4 Suck d home mchali ng S N of moterids gkuN detal a components OVERALL OVERALL FLANGE WIDTH GLASS DESIGN PRESSURE (PSF) FLANGE 72.0' MAX. OVERALL D.E.O. PEI POSITIVE NEGATIVE FRAME WIDTH DIMENSION DIMENSION 72.9r x 74.96" 72.0' x 74.0' 67.0" x 69.0' 1 -50.0 1 -50.0 4 M x x O O P V f n i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.E.O. PEI POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.9r x 74.96" 72.0' x 74.0' 67.0" x 69.0' G1 1 -50.0 1 -50.0 c 6, KV c a. LFS NwC N0: FL -14918.8 ED 1 Of i 3 0 2 i in 1 Z f It a i ozu E S 9 p o0 Yy Eo N EXTERIOR INFERIOR a a` I -IM MW. EMS. TTP. O Y u m LO 9 1 oV t 1 3 Gl INTERIOR o k c S O.iC 11/09/11 = v v 3 EXTERIOR fcuc: N.T.S. i KV o 1 HORIZONTAL CROSS SECTION 8 2 VERTICAL CROSS SECTION CW. or. LFS OW" .to.. a FL -14918.8 c 2 2 sac+ 2 ar 5 o i 3 0 i lOHORIZONTAL CROSS SECTION 3 Shownw/IXsub-buck EXTERIOR 11 11 INTERIOR NIERIOR TERIOR is e m 1'3-'N VERTICAL CROSS SECRON 3 Opus" mosoruy sR EXTERIOR lJ I.I. RITERIOR 2 VERTICAL CROSS SECTION 3 Shovmw/Ixsub•buck 9 EMOR 11 11 INTERIOR o . 4 VEROCAL CROSS SECTION 3 OPliow mospry sR 8 IF E: 11/09/11 U.' N.T.S. a i fre KV a c fir. LFS ; FL -14918.8 c N3O@. 9 a em Ab i Y.•.. iZ' ima a llllll*1111\\ vs 7d d; i m ua• 9$21u oa mdama` x: o = 3E 8 3a EXTERIOR lJ I.I. RITERIOR 2 VERTICAL CROSS SECTION 3 Shovmw/Ixsub•buck 9 EMOR 11 11 INTERIOR o . 4 VEROCAL CROSS SECTION 3 OPliow mospry sR 8 IF E: 11/09/11 U.' N.T.S. a i fre KV a c fir. LFS ; FL -14918.8 c WMALO.C. (TYP.J tHj =:0` I i I••• .\ h Td m 11 TYP. L $$ m ittt 0 2X BUCK 2X BUCK , I s i o z u g`S m n FRAME \l ! vim ygoZ MASONRY T MASONRY 3a OPENING'\ I OPENING RdtL- 1 o W O IY fD BUCK ANCHORING FRAME ANCHORING v MASONRY 2X BUCK C a c IS'MAX. &) i O.C. (IYP•) G r-,IYP.I ; m I lz En18ttP. z IX SUCK W -_ C CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to mointoin the min. FRAME - o edge distance to mortorlofnts. 2. Concrete anchor locations noted os 'MAX. ON CENTER' must be adjusted 10 1 B MASONRY maintain the mss. edge distance to monoloinh, additional concrete anchors MASONRY SRL may be requied to ensure the MAX. ON CENTER' dimension are not exceeded. OPENING 19 MASONRY A Concrete anchor table: SILL i e 0 to 05 - z u O arc, 11 o9/ 11 i scut N.T.S. 9 tre er• KI m FRAME ANCHORING , W. LrS 3 I. Maintain o minimum 5/8' edge distance, )'end distance. d I' o.c. spocing of IX BUCK o uFL 14 a wood screws to prevent the spliffing of wood. FL- t 9 te.8 r visa a ar i5. u ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY TO ADJACENT t, ONRY 18 EDGE ANCHOR I1W a 2' r TAPCON 1 Io Elco 1/r 1.1/r r r ULiRACON W000 SCREW INSTALLATION NOTES: O.C. (IYP.) 6' 3 ttP. t, ONRY 18 u ONRYrILL 1 Io a -V BILL OF MATERIALS 4 ty REM DfSCRIIRON MATERIAL M G J - I NWN FRAME BY SIIVERLINE 852-2151• MAIN VINYL of O' fan2GLAZINGBEAD8YSILVERUNE852.2217• VINYL 3 810 X 2.1 PPH SMS STEEL N%• z fij 6 GLAZING COMPOUND SILICONE 1, 7 2X BUCK SG >= 0.12 W000 13 3/4 -OVERALL o S;i o i B MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE INK GLASS u r .; 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1 S/3l ANNEALED u 9 I JI• MAX. SHIM SPACE 14 a E o 9 m" I 1 I//• X 2.3/4' PFH ftC0 OR I1W CONCRETE SCREW STEEL 2w m 4cw 4. 13 GLAZING SPACER STEEL AIR SPACE luif V 11 GLAZING SETTING BLOCK 5MANNEALED17IXBUCK1V000Q 6 3n 18 IT/Tx 3.1/1' HWH ftC0 OR ITW CONCRETE SCREW STEEL z19I/4' X 2.1/4" HWH ElCO OR RW CONCRETE SCREW STEEL 1/.- G1 811E THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". n a a a l? p LL C5 i 29r Qo I I z 0 Oiw --{ IF i t7 P oo Out, 11/09/11 3OGIAUNREAD scut: N.T.S. ' KV m F. U5 3 OMAW FRAME 1 W c w0, 0 rL 11918.8 u sca 5 a 5 p 2/1512017 Florida Building Code Online W Business & Professional Regulation rl r SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search FVida Product Approval USER: Public User ra Product approval Meru > PrrMur Or %opiiration S arm > Aaopnaon Lost > Application Detail FL tt FL6067-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Sllverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Craig Calderone rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL6067 R6 COI Certificate of Indeoendence.odf 1710.5.3 Method 2 Option B https://www.0oridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDgs4Yr43ec4OR5rGvmgGn98MUAeEljQqEY%3d 1/4 2/15/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 Summary of Products FL # Model, Number or Name Description 6067.1 a. Series IS37 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST Product Offerina.udf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL6067 R6 AE EVAL Product Offerina.odf Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use i i Mullion "Impact" with impact and non -impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 11 INST 6067.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE Eval 6067.2.0f wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. , 6067.3I c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.3.Odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not i require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined In ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.4.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings f Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring htipsJ/www.11oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeE1jQgEY%3d 2/4 2!15/2017 Florida Building Code Online wind-borne debris protection this product complies with FL6067 R6 AE EVAL 6067.5.odf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.6.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 II INST 6067.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring FL6067 R6 AE EVAL 6067.7.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1.609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. i 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 11 INST 6067.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.8.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 1. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion "Impact" for use with Impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R6 11 INST 6067.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in the "HVHZ" requiring wind-borne FL6067 R6 AE EVAL 6067.9.odf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. hitpsIANww.11oridabuilding.orgfpr/pr app dtl.aspxTparam=wGEVXOwtDgs4Yr43ec4OR5n5vmgGn98MUAeElj04EY%3d 34 2/15/2017 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 72799 Phone, 050.487.1824 The State of Florida is an AA/EEO employer, Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Seaton 455.27S( 1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be mode available to the public. To determine if you are a licensee under Chapter 455, F.S.. please Click her , Product Approval Accepts: rat D Credit Card Safe httpsJ/www.0oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%g3d 4/4 SilverLine" byAndersen r4l WINDOWS•DOORS 2724 STRUCTURAL BEAM MULLION IMPACT' GENERAL NOTES: 1. This product has been evaluated and 4 in compliance with the Slh Edition (2014( Roddo Building Code (FBC) structural requirements excluding the High velocity Hurricane Zone'. 2. When used in areas requiring wind bome debris protection, this product comples with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level "Ir and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2. 3. Wood bucks by others. must be anchored property to transfer roods to The structure and be reviewed by the Building Official. 4. Mullion anchor embedment To base material shall be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 6. Anchoring of each glazing product to the mullion shall be as shown in each individual gig product approval. 7. Any conditions not covered In this evaluation are suI*cl to separate engineering evaluation. 8. Mullion design pressure rating, see toad rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly sholl be the lesser of The load capacity of the mullion as detemdned using this approval or the design pressure rating of the ndMduol glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. MAX. COMBINED DIMENSION 610.1' Wl--rr TABU OF CONTEMS SHEET OESCIlf"IO/i 1 Typical elevotions & general notes 2 2724 nx4lon bad tdUle for conaete screw anchors 3 2724 msdon bad table for wood $Crew onchas 4 2724 mullion section dimensions b 0 MAX. COMBINED DIMENSION 610.1' Wl--rr MAR. COMBINED _ GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT MAX. COMBINED DIMENSION 6104' WIW2W2 - MAR. COMBINED _ DIMENSION 6 IOC GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCTI, GLAZING GLAZING PRODUCT GLAZING PRODUCT L PRODUCT MAX. COMBINED DIMENSION 6 IOC WI—It'—W2— TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mulorss depicted herein can be combination mullions or seporote structural mullons. Separate structural mulBons are covered under separate approval. HN o zZ ua s -C N.T.S. I n: FL -6067.4 Ll 1 of 4 MAR. COMBINED _ DIMENSION 6 IOC WI --) I-- W2 — GLAZING GLAZING o PRODUCT PRODUCT 9 F L MAX. COMBINED DIMENSION 6 IOC WI—It'—W2— TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mulorss depicted herein can be combination mullions or seporote structural mullons. Separate structural mulBons are covered under separate approval. HN o zZ ua s -C N.T.S. I n: FL -6067.4 Ll 1 of 4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE, 1. OETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING. DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN "IC FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ TIIE MULLION LOAD RAZING GIVEN IN PSF. TIIE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. oe o DDoe SECTION THRU MULLION AND FRAME THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERLINE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE ANO SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 88-18 PANNEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END AT 15' O.C. MAX SPACING. ft2M' A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUUE TIIROUGII THE WALL OF THE MULLION. T i-- WWI -1 • - W2 - I1 III III Z . GLAZING GLAZING PRODUCT PRODUCT O• iI i TRIBUTARY WIDTH = W1 W2 2 I- vrl w2 I II I SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) GI AZING r' it 3r 3r 34" 3•- TRIBUTARY WIDTH 3r 40" 4r M- 4•" 4r 50' sr Q 68 2 83.0 76.4 744 709 67.7 64.8 62.2 59.6 57.5 55.4 53.4 16 95 0 904 65.5 81.1 77.3 73.9 70.7 676 65.1 626 60.4 58.2 56.2 100.0 90.7 93.4 66.7 645 60.7 77.2 74.1 71.1 66.4 65.9 36 61.4 100.0 100.0 100.0 97.2 92.6 68.4 645 61.1 779 749 72.1 69.6 672 66" 100.0 Iwo 100.0 100.0 100 0 97.1 92.9 69.0 ass 62.2 792 764 737 61" 000 100.0 100 0 1000 1000 100.0 99.9 95.5 933 90.2 67.1 840 61.1 6r woo 100.0 100.0 100.0 190.0 100.0 1000 160.0 97.1 93.9 91.0 68.2 85.6 0" 100.0 100.0 100.0 100.0 100 0 IOD 0 100.0 1000 100.0 97.6 947 918 991 sr 1000 100.0 Iwo 1000 1000 100.0 100.0 100 0 1000 100.0 98.6 9s7 92.6 66" too 0 100.0 100.0 1000 100.0 100.0 1000 100.0 Iw 0 1000 1000 99.9 969 64" 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 Iwo 100.0 100.0 100 0 100.0 1000 100.0 100.0 1000 Iwo Iwo 100.0 100.0 100 0 z100.0 1 0 100.0 100.0 100.0 100.0 Iwo 1000 100.0 1000 1000 Iwo 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 1000 100.0 Iwo 100.0 Iwo 1000 100.0 100.0 1000 100004.V' 1000 100.0 100.0 100.0 1000 100.0 1000 100.0 Iw0 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100 0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 100.0 1000 100 0 100.0 100 0 1000 1000 1000 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 1000 1000 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 34" 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 3r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100 0 100.0 1000 30" 100.0 100.0 1000 1000 100.0 100.0 Iwo 100.0 1000 100 0 Iwo 100.0 Iwo 2r 100.01 1000 100.0 100.0 100 0 100.0 100.0 1000 1000 1000 100.0 1 100.0 1000 26" t00.0 100.0 100 0 100.0 100.0 100 0 100.0 100 0 100.0 logo Iwo 100.0 100 0 24' 100.0 100 0 100 0 100.6 100 0 100 0 100.9 100 0 100 0 1000 1000 Iwo 1000 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE, 1. OETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING. DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN "IC FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ TIIE MULLION LOAD RAZING GIVEN IN PSF. TIIE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. oe o DDoe SECTION THRU MULLION AND FRAME THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERLINE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE ANO SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 88-18 PANNEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END AT 15' O.C. MAX SPACING. ft2M' A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUUE TIIROUGII THE WALL OF THE MULLION. T i-- WWI -1 • - W2 - I1 III III Z . GLAZING GLAZING PRODUCT PRODUCT O• iI i TRIBUTARY WIDTH = W1 W2 2 I- vrl w2 I II I GI AZING GI AZING Z , PRODUCT PRODUCT GI A7.ING 2 p PRODUCT Q v s ui ci4 N. FL -6067.4 E1 2 OF 4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE., 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBVIARY WIOIII AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RCAO THE MULLION LOAD RATING GWEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. w2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSFTRIBUTARY SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE Tow. SILVERLINE 211- 30- 3r 74-36- PRODUCT WIDTH 3/- 40^ 4r M^ 4C 4/- 60^ 6r THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT 66.2 63.0 76.4 744 10.9 67.7 64.6 62.2 59.6 57.5 55.4 3.4 51.6 95 0 90.4 655 61.1 77.3 739 70.7 67.6 65 1 626 604 562 562 too 0 967 934 1167 64.6 60.7 77.2 74.1 71.1 66,4 659 636 614 100 0 100.0 100.0 972 92.6 65.4 64.6 61.1 779 749 72.1 69.6 67.2 100.0 1000 1000 1000 too 0 97.1 92.9 890 655 622 792 76.4 737or 04- 100.0 100.0 100.0 100.0 160 0 100.0 0o.o 960 94.1 90.5 67.1 61.0 61.1 it 100 0 100.0 100 0 1000 100.0 100.0 100.0 100.0 100.0 96.2 94.1 90.3 66.6 60- 100.0 100 0 100.0 1 1000 100.0 1000 100.0 1 100 0 1000 1 1000 100 0 1 964 927 w Iwo 100.0 1000 Iwo 100,0 100 0 1000 1000 100.0 1000 100.0 100 0 99.2 w 100.0 1000 100.0 100 0 100.0 1000 100.0 1000 1000 4000 100.0 Iwo 1000 i 64• 1000 1000 100.0 100.0 SODA 1000 1000 loco 1000 1000 1000 100.0 100.0 r 100 0 1000 1000 1000 100.0 100.0 100.0 100 0 100.0 1000 too 0 100 0 100.0 W 100.0 too 1000 100.0 1000 1000 SOD0 1000 1000 1000 100.0 100.0 100.0 411" 1000 1000 1000 1000 100.0 1000 100.0 100.0 100.0 too SODA 100.0 100.0 4i• 1000 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 1000 1000 1000 1000 31 M- 100.0 100.0 1000MOD. 100.0 100.0 1 1000 100.0 1000 1000 too 1000 4r loon S000 1000 1000 1000 100.0 100.0 100.0 1000 1000 100.0 1000 40^ Iwo 100.0 logo Iwo 100 0 100.0 100.0 100.0 100.0 loo 0 IOD 0 1000 3r 1000 100.0 1000 100.0 100.0 100.0 1000 1000 1000 1000 two 1000 3C 1000 1000 1000 1000 Iwo Iwo 1000 1000 1000 1000 1000 1000 K• 100.0 100 0 SODA 100.0 100.0 100.0 1000 400.0 100.0 100.0 100.0 100.0 3r 1000 100.0 10001000 100.0 100.0 1000 1000 1000 1000 1000 1000 30- too0 1000 1000 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 26- i00.0 1000 100 0 100.0 100.0 100.0 100 O 100.0 100.0 1W.0 100.0 100 0 2P 100.0 1000 1000 100.0 1 1000 1000 1000 1000 SODA 1000 1000 1000 1000 4• 1000 IOD 0 I log 0 I 100 0 1 100.0 100 0 100.0 1000 100.0 100.0 100.0 I W 0 1 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE., 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBVIARY WIOIII AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RCAO THE MULLION LOAD RATING GWEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. i- WI --i - W2 I GLAZING GLAZINGaPRODUCTPRODUCT O6 z TRIBUTARY WIDTH = WI + W2 2 I- WI ^II w2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GLAZING FOLLOWING: Aga PRODUCT I. SUBSTITUTE (I FOR I) 1/4--14 SELF -DRILLING SCREWS FOR GLAZING z u THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT J ], APPROVAL. 1 O 2. SUBSTITUTE /8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH ENO AT SFCTION THRU MULLION ANq FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: bn ; A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVCRLINE CAN BE USED IN THIS FASHION. i- WI --i - W2 I GLAZING GLAZINGaPRODUCTPRODUCT O6 z TRIBUTARY WIDTH = WI + W2 2 I- WI ^II w2 GLAZING GLAZING PRODUCT PRODUCT A GLAZING z u PRODUCT J ], Z , 1 e P n Z0 e 4J3u I- N.T.S. 1 ar M: FL -6067.4 8) R 10 x 1-1/7 WOOD SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK ss 1.14' owls O o 1 O W ED W 1 MULLION ANCHOR PACKET 2722 1606376 ALUMI FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0.I. c: 2724 MULLION 1606346 ALUM) CONCRETE N) 3/16.0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) ANCHOR TO MASONRY 4)3/16.0 CONCRETE ANCHORS CONCRETE SEE ANCHOR SCHEDULE) G Ecs II 11 \ z IX BUCK W u u w ANCHOR TO MASONRY THROUGH 1 X BUCK 7.66' f 2.25 2.25- 2.25 --+ LL o L MULLION ANCHOR BRACKET 502722 606316 ALUM) FOR CONCRETE ANCHORING MULUON BRACKET ANCHORING 2771 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) HORQOMAL TRANSOM W S MUMON 2124.2724 OR 2728 UNDER SEPARATE APPROVAL) y Q ANCHM $1O$TRATE v"fo w tDGIommu C(NTER•TO•CEMER Woo WN SFACLMD ONJ Ad 1.1/8' N? U 0 ua x Nu SIEft mlorkm r 1.1/ i IS CELT o0 4g y u 7 WTI VMCOM R. i$ZI C lg m fix md i z ti cc= O e514d f s j J c HORQOMAL TRANSOM W S MUMON 2124.2724 OR 2728 UNDER SEPARATE APPROVAL) y Q 8)010X3/4'/ SEIF-0RILLNG SMS I I k to x 3/4• U U\ SELF -DRILLING SMS VERTICAL MULLION ANCHOR MULUON TO MULLION U1111M ANOM UA=AWN* SCWDW ANCHM $1O$TRATE v"fo w tDGIommu C(NTER•TO•CEMER Woo WN SFACLMD ONJ Ad zz 1.1/8' 01016 SELF ORLUMG U R x Nu 8)010X3/4'/ SEIF-0RILLNG SMS I I k to x 3/4• U U\ SELF -DRILLING SMS VERTICAL MULLION ANCHOR MULUON TO MULLION U1111M ANOM UA=AWN* SCWDW ANCHM $1O$TRATE v"fo w tDGIommu C(NTER•TO•CEMER Woo WN SFACLMD ONJ AIOPNIWOODSCREW WOOD I -w 1• 1.1/8' 01016 SELF ORLUMG MNDr3ntum SMi1 METAL SCREW SIEft mlorkm r 1.1/ 6 P Cy v * llnu uua LIPORH HOUGWBLOCK 1•I/4, I.1? 7 WTI VMCOM R. CONCR IM 1.1/f 1.1/1 z wV W NNAV1{N IS.4. V.IZI tMOMOWMIMGIOASTMA6n16GA,OOLPMKMCWESS(W•77DO Mhr•4=KO SHEET MEM $CREW$(SAE GRADE S MN.1: WTI KWK4l01 a ILCO Otit.4= CONCRETE COWORML40 TO AO 701 (7.000 F9 MN 1 OR IWUOW KLOOK C0Nf0RM01G TO ARM C90 V• OWS of: Vs w" MO.: FL -606%.4 n 4 or 4 r r 2/1SJ2017 Florida Building Code Online r Business & Professional Requiation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FOC Staff SCIS Site Map Links Search 1 a Product Approval USER: public User Product Approval Menu > Pmd%;,r or ApuliraUnn Seam > Apol,rntron List > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence, PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLb31,92 R4 Eauiv ASTM C1186 Equivalency Sioned.Ddf MipsJ/www.floridab thlchng.orgfpr/pr app dll aspx?param=wGEVXQwtDgisk%2bGnUu47ogttmaHRnH1ID4CXwWRgKDr7RrxWwZsbgA%3d%3d 113 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL aY Model, Number or Name 13192.1 ! Cemplank Lap Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install In accordance with NOA 1S- 0122.04. Description fiber -cement lap siding Installation Instructions FL13192 R4 Il ER RIO -2553-15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shinale CMU.odf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathina.odf i FL13192 R4 If Install CemPlank Siding.odf FL13192 R4 II NOA 15-0122.04.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports I FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AF FR RIO -2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA 1.5-0122.04.0f Created by Independent Third Party: Yes 13192.2 . HardiePlank Lap Siding ! fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: For use in HVHZ install in accordance with NOA IS - 0122.04. Installation Instructions FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf FL13192 R4 Il ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathinn.odf FL13192 R4 11 Install HardiePlank Sidina.odf FL13192 R4 II NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf M13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 Hardie5hingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No • Fl 13192 R4 lI ER RIO -2555.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 Install Hardie5hingle Siding.odf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 Hardie5hingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R4 11 ER RIO -2555.15 Shingle metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 11 Install Hardie5hingle Sidina.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf htlpslAvww.Ooridabuilding.org/prlpr app M.aspx?Wam=wGEVXQwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA9b3d%3d 20 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. FL13192 R4 11 ER RIO -2557.15 Plank Shingle CMU.Ddf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathina.Ddf FL13192 R4 11 Install Prevail Lao Siding.Ddf FL13192 R4 11 NOA 15-0122.04.Ddf Verified By: lntertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood Ddf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathina.Ddf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes El = Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AAJEEO employer. Cooynaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. pursuant to Section 455.275( 0, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S. F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe htipsJfwww.11ondabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDr7RrxWwZsbWI.3d%3d 313 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2553-15 or RIO -2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank, La Siding% JamesHardie Lap EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED a COLORPLUS - PRODUCTS /sit -iv :+ nmeshardie cnm for the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE` PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ10® LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE`'" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDI STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prier OUTDOORS 'NDOORS to installation. Installing siding wet or 1. Pose on t'un ng staton so :hat ww:d v0I Wmi d.si aw•ny from user 1 Cut only using score and snap. or shears (manual, elec:ne or preumabc). saturated may result in shrinkage al butt and od'eis n sorbing area. 2. Poston cuhirg station .n well-venu.at.d area 2. Use ire of Ta foltm'n'y melhats, Joints. Carry planks on edge. Protect a. Best: I. Score aril snap edges and corners fron breakage James It Shears (maritd. e'earr, u tre+m*) - NEVER use a power saw indoors Hardie is not responsible for damage b. P:3w: i. Dust letkx7'g ualar sat•, e+Rapped with a - NEVER use a circular sate Matte d -at does rot carry the HardeVatle saw blade trailers-drk caused try improper storage and handling Fard.efpi de saw blade ar d NEPA vacuum a arawon - NEVER dry s ieeo - Use wet suppression or NEPA Vaccum of the product. c. Good: I. Dust reibJ;d'g c3cular saw .nth a HafdeBlade saw blade cry use 'or 'ewv to moderate amn(g frrpmart We. for maadmum protection CovRst respvaMe dust proud seen). James Haide ierwmmends ahvoys using -Best%level mr, rg meftris r.tere leasb:z NIOSH -approved re praicis can be used n cor trct.ar words above culing pracmes to further redtce dost expos res Adhtmal eyposwe mformai on .s avadabtu at •exAv;arresrard`e.com to he'p you de:eimce 1,.e most apprcrvaie wmrg met ul for yc.r ,ob rt t, cements. It corcern still &+sits about eyposure r+els or youPdocwtcompyvathTseaW,,e pracices. you should akvays ccrsur, a quabfied.ndtsmal triglarist or oorlact James Harde'oi 'urther intourahon. GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at trrrrw. iamehardie corn A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing In accordance with local building code requirem ants. James Hardie will assume no responsibility for water infillration. James Hardie does manufacture HardieWrap Weather Barrier. a non -woven non -perforated housewrap', which complies with building code requirements When installing James Hardie products all clearance details in figs. 3-14 must be followed Adjacent finished grade must slope away from the building in accordance with local building codes - h/pically a minimum of 6" in the first 10'. Figure 1 Double Well Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie products, such that they may remain in contact with standing water waler•resisv+e barrier tet -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. pl;Avocd of 24" o.c. max For larger projects, including commercial and multi -family projects, where the span of the OSe sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products" at orww.JamesHardie com. DO NOT use stain, oil/alkyd base paint, or powder coaling on James Hardie` Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nall ine(it nail line •s not are required by code (as referenced 2009 IRC chit) present place R703.3.2) 6 ttr fastener A. Joint Flashing (James Hardie recommended) beh,een 3/d' a 1" Irom top B. Caulking' (Caulking is not recommended z Ned :va," baro of plank) for ColorPlus for aesthetic reasons as the Oei' georpiaci, Caulking and ColorPlus will weather Icin differently. for the same reason. Ilasrongt . do not caulk nail heads on Har diezona .. ColorPlus products.) HzictiePlanw sitting C. "H" jointer cover install ol]n'nS in moderate collas/ a Sun Iofnls waiel-iesistme barrier lastenei Install a 1 1;3' starter stop to ensure a corrsrstent ulank alive leave aooropiiate gaD beh'naan planks Intl tom. then catdk * " Note: Field painting over caulking may produce a sheen difference when compared to the held painted PrimePlus. 'Refer to Caulking section In these instructions. For additional information on HardieWrap ' weather Barrier. consult James Hardie at 1.866-4Hardie or wr:Axhardiev+rap.com WARNING: AVOID BREATHING SILICA DUST James Mania oroducm contain rspiiaole crrstatbne irbca. wvbich is'worm to the State of QJilcrrda to cause cancer ano Is considered by VRC and NOSH to De a Came at "ICCr from some oCW0. h0nd scurcas. Breathing t xcessrie amends of resoirabte silica dust can also cause a oisadmg ext potentialy, fatal lung disease called silicosis• and has Lean hoked enth other dseases Some stueues sxlgesi smokir ig may nsciane (hese rbks During tnstalladno or hvalWig• 111 r'ork m oulxiii areas :rilh amde ventdatiorr..21 use fiber cereni shears tot cutting or. where nct feasible, use a Haadieetade' saw alada ana dust•recu:mg circular sa:v attached to a NEPA vacuum. (3) vian others in the msmedwa area. I.11:.ear a oraoeury-fined. rMCSH-aimiovw (het mast. ci iesoiiator le.g. H•95) ur accomance wvrN a 11IC-1 ' govemmaru rtgulalwrw Jltu nanucr area rrwSuucncns to further rima respuaDle SrbW ev7usiues During dean-uD, use NEPA vtrauwm or .vet aearuaa methocs - nervi rby s•.eeo For runner infurmhon. seta to aur .rutallauon irisbuuions and Material Safety Data Sheel .r-aaabte at .A•A•r.Wmesharde com or by ealle'g I-FrG-9HAFDE It -8CC-332.73331 FAL„ RE TO ADHERE to OUR wARNIIIGS MSCS. ','to IHS7AiLt TION 1157FILr 1CNS I.Wf LEAD TO SERIOLS PERSCNAL IFIJLRY OR DEATH. + CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing Kickout Flashing Z -Flashing Asrequlred by IRC code I min 4e x 4" z Min. y4" Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Figure 12 Drip Edge Figure 13 Figure 14 Block Penetration Valley/Shingle Figure 6 Slabs, Path, Steps to Siding in. 1"-2" Figure 11 Mortar/Masonry W. Extension W. FASTENER REQUIREMENTS'* Blind Nailing is the preferred method of installation tor/HardiePlank = lap siding products. Face nailing should onh/ be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing nail (0.121" shank x 0.371" HO x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfasi ' nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" 1 tga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/al" into metal framing. OSB minimum 7/16" Siding nail (0 09" shank x 0.221" HD x 1.1/2" long)' Figure 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing min.1 114" overlap r 24" — O C mar 1 114- mm overlap 1 LO - n — — ace nail r watei esistfte berner 1_ Laminate sheet to be removed immediately after installation of each course for ColorPlue products. tlmen face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and :khan considering allernatr:e fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardlePlank' Lap Siding. HS 11119-P214 6113 S'OC2mav r• F Nail Line e Blind Nail I Plater Resistive 1 114 -min earner overlap it FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/al" into metal framing. OSB minimum 7/16" Siding nail (0 09" shank x 0.221" HD x 1.1/2" long)' Figure 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing min.1 114" overlap r 24" — O C mar 1 114- mm overlap 1 LO - n — — ace nail r watei esistfte berner 1_ Laminate sheet to be removed immediately after installation of each course for ColorPlue products. tlmen face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and :khan considering allernatr:e fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardlePlank' Lap Siding. HS 11119-P214 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized. or stainless steel. Electrogalvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie" products near the ocean. large bodies of water, or in very humid climates. Itlanufacturers of ACO and CA preservative -treated wood recommend spacer y o- PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If seting the nail depth proves difficult. choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply ler installation to steel framing). materials or other physical barriers to prevent direct contact of ACO or CA preservative-trealed wood and aluminum products. Fasteners used to attach countersunk, HardieTrim Tabs to preservative -treated wood shall be of hot dipped~ fill & add nailQzinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple Consult applicable product Dvaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Diive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A } Do not over -drive nail heads or drive nails at an angle. If nail is countersunk. fill nail hole and add a nail. (fig. B) For wood Iraming, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. fhe tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PAINTING DO NOT use stain, oil/alk/d base paint, or powder coating on James FhardW, Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product. then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus, Technology touch-up applicator. Touch-up should be used sparingly It large areas require touch-up. replace the damaged area with new HardiePlank• lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus* product dealer. Treat all other non -factor/ cut edges using the ColorPlus fechnology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch -tip or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as Touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Wairanl/. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPlus products. James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry. and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats ate recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. Aoply finish coat in accordance with paint manufacturers mitten instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products. refer to the ColorPlus [ouch -up section HSI it 19-1`30 603 COVERAGE CHARPESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH so 5 1'd 6 114 7;14 7 tit 8 8 lid 9 114 9 14 12 I s0 = 10o soft) (exposure) 4 5 6 6114 6 314 7 8 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 o 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 0 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 no 160 133 128 119 114 tco 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 3C0 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 124 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 257 256 237 229 no 200 149 17 J25 340 283 272 252 243 213 213 158 18 d50 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 5C0 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION In accordance wrlh ICC -ES Evaluation Recon ESR -2290. HardiePtan* lap siding is recognized as a suitable alternate to dwt specified in: the 2005.2009.42012 Intemahonal Residential Code for One - and Two-Famty Dwellings, and the 21106. 2009. d 2012Intemauonal Building Code.. HardiePlank lap siding is also recognized for aFpfication in the fo8ovang City of LosAngetes Research Report No. 24862. Slate of Florida listing FL:889. Dade County. Florida NOA No. 02.0729.02. U.S. Dept of HUD Materials Release 126Jc. Texas Department of Insurance Product EvaluAon EC -23. Ciy of New York MEA 223.93-M, and California DSA PA -019 These documents should also be consu8ed for additional inlormatim concerning the suitability of this product for specific applications. 02013 James Hardie Building Products. ADrights reseried. Additional Installation Information, TM, SM. and O denote trademarks or registered trademarks of JarresHardie TecnnobgyLunited.,'isaregist?redtrademark Warranties. and Warnings are available at JamesHardieofJamesHardieTechno"y Lim leo ww.jameshardie.com rN Pamlfasi is a registered trademark of ETdF Fastenrrg Systems. Inc HS11119-P414 6113 2/15/2017 Florida Building Code Online U Business nal Regulation ri EWA SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff $CIS Site Map Links Search dba 4 cu.&D- Product Approval USER: Public User v r.4v.n- Procuc' aoorowl Menu > n:nduc; er vouurauon Sear.', > Aoollr_atlon List > Application Detail FL # FL13265-R2 i Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu ' Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By )ohn Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FI 13265 R2 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM 01186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI 13265 RZ Eauiv ASTM C1186 Eauivalencv Sioned.odf haps://www.floridabUichng.orgipr/pr app dll.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2/15/2017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL # , Model, Number or Name I Description i 13265.1 HardieSoffit Panels( HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13265 R2 lI ER RIO -2554-15 Soffit wood metal.odf FL13265 R2 If Install HardieSoffit Panel.Ddf FL13265 R2 11 NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER RIO -2554-15 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes EED = Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO.487.1824 The State of Florida Is an WEED employer. Coovriaht 2007.2013 State of Florida.:: Privacy Statement :: AcceSSibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad. U you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275( 1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click he . Product Approval Accepts: RE f' Credit Card Safe httpsl/www.floridabUlding.orgfpr/pr app dU.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg%3d%3d 212 Florida Product Approval HardieSoffit° Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO -2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. 0 HardieShing le®/r-Z/12. Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 0 INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS' PRODUCTS %Asit:y:•ry.lameshardrecnm for the most recent version. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONED INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: L CUTTING INSTRUCTIONS OUTDOOFtS 1 Pos:bn cuiLrg s3r.Cn so Nal'mhtl Val Way (kv, &iT/ Yom user arxf others n :aking area. 2. Use one of Te'dlwrrq met.ods: a. Sam: I Sea's (ma -ml. elecas a pneumatc) b. Baer: I Dust red.cm orWar saw a(jtapped vnth a Htr(Wado smv blade ,rd NEPA vacuum eroramon c. Good: u. Dug ra kzq crater ssi with a Harde8lade sen Made tory tse for cw to moderate array INDOORS I. Cut only ushrg shears (martial, electric or poeumax), 2. Posicon cutting station in well-venG'aled area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers Irom breakage. James9 Hardie is not responsible for damage caused by improper storage and handling of the product. NEVER use a power saw mlears NEVER tse a avatar smv b!.ue that does not cam/ da HardeBlade swn Made tiadarrark NEVER dry sweep - Use wel supprasshon or NEPA Vacuum PI IrtWill'i Note For m3nmum p0teraxt ('Wiest re_pvade dust pr &rxn), James pzoa recd mrerxls arrays tang "Best' -level arrg medtods :there feasMe. MOSHbamovecl regxmcrs car be used n con uhctan :att above cL" parr,ces m %r&ei reduce dust expost,res. Aaio expost.re intamaiien s avaH,•tbk at my.w.;arreshv(He.com io help ycu deczmne:ha mixt apptlprais c6ar•g maihcd to yw;ob rety7ramena.1 corwn Sim eves about e>post.re'mis a you do rot campy Mfr the at:lxre paMes, YOU SWA A-mys consult a gtit4Fed nftswal hygier_.st or corn= dares Hartle to UMer imonratron A±:rra f; GENERAL REQUIREMENTS: HardieShingle siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at v vpm iamehaldie corn A vrater-resistive barrier is required in accordance with kcal building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housevirapr, which complies with building code requirements. Ulnen installing James Hardie products all clearance details in figs. 1,2.3,4.5,6 87 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such 'that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oiVakjd base paint• or powder coating on James Hardie- Products. CLEARANCES Install siding and trim products in Maintain a minimum 1" - 2" Maintain a minimum 1" - 2" Ai the juncture of the root and vertical compliance with local building code clearance between James clearance between James Hardie surfaces, flashing and counterilashing shall be requirements for clearance between Hardie, products and paths, products and decking material. installed per the roofing manufacturer's the bottom edge of the siding and steps and driveways. instructions. Provide a minimum 1" - 2" the adjacent finished grade. Figure 3 clearance between the roofing and the bottom Figure 1 siding concrete foundation i 6' mint h starter course Figure 2 James HarOI? deck edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST James Hardie products contain respirable ,rr4aame Silva. YAridl is Ia17•m to the State of CaIIIOFr113 to Cause Cancel 31Y1 is consldafe0 v/ IARC ann NIOSH 10 he 3 0M of canter from one o=wdcnw sources. Breathing excessive amounts of reswabie Stic3 dust can also cuae a di5ading am DotentlMh Iatxl hung disease called sificosus. and has been Gri,ceo cath other diseases Some slides suggest smdning may Increase these lists. bluing installation or handing. It I :alt in WOD09 31235 m1h 3mDle vemOatOn, (2) use lite Cement Shears [or cuitrrg or. where not feasible. use a HarttieBlada` saw blade aro dtat•renuolnp dltuLy snv attarlhetl to a HEPA vacuum: (3r .warn others m Hie imrreoute urea: tat wear a prooeily-fitted. NOSH-3ppwed trust mask or resprata (e.g. N-951 in 3aordarl0e vath appicabfe government rr tA;Awns ano manurachner uatrucdaa to Ymher irxt reser tbk silica zvooxxes. Dung clean-uo. we HEPA vacuums OF wet cleanuo medials - ne ev dry sv:e-:o. For lurJta warrnuon, retic to uta installation Instructions 31)(1 Material SaleN Data Sheet 3va13* a1 a%vw lameshardle.c m or Dy a" i-3200.9HARDIE tit •&JD412.73a3) FAILURE TO ADHERE 70 CUR WARNKS. nISDS. AND YISTALLATIOn INSTRUCTIONS MAY LEAD TO SERIOLS PERWIAL MAY OR DEATH. Y " HS11121 -P 115 6/13 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 L, Idirlg orat 11O+gap ally dashing Maintain a minimum 1" gap between gutter end caps and siding E trim. Figure 6 siding , lasaa' gutter and end cap Figure 7 KICKOUT FLASHING r• Because of the volume of water that can pour down a sloped roof. one of the most critical flashing s"r'y"" details occurs where a roof intersects a sidewall. Sp1 n/. ; The roof must ba flashed with step flashing. Whereserrerro the roof terminates, install a kickout to deflect water y-- away from the siding. It is best to install a self -adhering membrane on the I)I i wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. o rear Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : " .. flashing snall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100" - 110" to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum I" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" Penetrations such as hose bibs and holes I i4" or reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). larger such as dryer vents should have a block of trim around point of penetration. GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Pleasure out 16" to both the left and the right of the center line and snap a caulk line 3) Measure up 2- if you are off a roof line or /" if you are starting above a band 'board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 /a" Starter Course -bottom level with the bottom of the slarter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately %" above Key ways 5 per full panel Center Nail can be either one of the keyways. Stay by keyway to avoid shiners) (EX 1) Blue Dots show nail placement 8) Measure up 7' with straight and 6' with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your xray up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1/8' Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) 9Figure FmocertelugaNt +sena %hl) v Figure 10 Figure 11 a rstararcmrw 9 SM a clum me L'Ue we *MW S,aA 7uk on: are xtn ;tyle vm so)cz-, lire. 16 tan * 41 fes al tool un0 Is"., hOnl w"" cover to oc wt ,uul of Awal rOnialW I Cl slylo COUISa r ' Figure 12 Figure 13 Figure 14 At'ehvra3rd wa 9 9 Saory rnrregalsat 9 0="nere%cosearr F`si Sruuje 9m nn cyryrj ,. bk 10'/ N QXMIle Oil? 3raa cit mo r Iv V1 cra: we yUo rYuk ne r aMA Iuil rOn In iota serawl'tWo MO rtr.9 bap•s.v c,YprU rpv M1 SYWse INn IeIY N snry45 MJN Mk Arte 7,A] j ----------- e ... IPanels can also be insialled direct to stud up to 24'OC. Note: Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bottom edges it uniform suaight edge is desired. HS11121 P2i5 8113 HARDIESHINGLE" STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening Steps 1.4 HardieShingle , Staggered Edge Panels to both framing and to 7/16" thick APA rated Sheathing. HardieShingle• Staggered Edge Panel Installation Install HardieShingle% panels with joints butted in moderate contact. Due to 15 718" overlapping of the joints, caulk is not required except where panels abut trim panels boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 11 i) Install a 1-1/4" starter strip, then install a 8-1/4" vide HardiePlank° lap siding - - starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or any horizontal surface. leave 1/4" gap bet/peen bottom of siding and flashing. 118- min. 16" or 24" Trim gap foro c water -resistive caulk I barrier 171 Nsheathing I II II 1 II II 00 NOT NAIL THROUGH 6" THIS AREA 11 1 3re- 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course course If position nails on nail line and secure into framing. along the wall. Only when application is to minimum 7/16" thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a cavity 0 6" or 24" OC), again abutting the cut end into the trim (figs 15 & 17), maximum of 13 3/4• o c. Allow 3/8" from panel edges. This is to prevent pattern repetition. Repeat step 3. Steps S d 51/8' min gap for caulk 5) Stan the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeal step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third 1 6 I , course L_____ Note: For aesthetic purposes you may trim second g" trim first panel 8 1/4' 1'/." to hit center of HardiePlank' starter furthest stud lap siding strip Ij II course + I t the bottom of the panel to create a straight edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) Figure 16 1/4' gap. Do not caulk. . • • • . • • . , . band board HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE Panels for sideNall applications are available in 48" lengths. Pieces needed for one square (100sq.h.) of product coverage = approximately 50, based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Stens 1 - d Figure 16 Steos 5 & 8 Trim 1/8" min. 16' or 24"y water -resistive 1/8' min. gap for o.c I barrier gap for caulk I caulk HS11121 P315 6/13 1 1 1 I I I """47 ' 1 1 I third 1 7" 11 I I course 1 1 Do nor NAIL THROUGH 7" I second I 7' THISAREA 1 +' I I I I I course 1 + I I I I 15-114" pagels 3/8 panels first course it second trim first panel course to hit center of HardiePlankstarter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7116" thick APA rated sheathing. position nails on nail line spaced a maximum of 1314" o.c. Allow 3/87 from panel edges HARDIESHINGLE° STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 43" lengttls. Pieces needed for one square (t00so.) of product coverage = approximately 43, based on maximum 7" exposure. HS11121 P315 6/13 16P HARDIESHINGLE'INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to nillimum 7/16" thick Figure 18 Trim 1/8' min.16" or 24- water -resistive sheathing. gap for r o c barrier Fastener Requirements .. caulk I 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used fol fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle° Individual Shingle Installation Due to overlapping of the joints. caulk is not requirad except where panels ----- about trim boards. Space shingles a maximum 1/4" apart and leave a t minimum lap of 1 1/2" between successive courses (fig. 19). 15-114" 1) Install 1 1/4" starter strip and a 8 1/4" vide HardiePlank' shingle siding starter course. --- 2) Install first shingle from the end abutting trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course. leaving a minimum lap of 1 1/2" between successive courses. again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE° INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed oelow. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7.1/4" 6 15 10" 3 15 HARDIESHINGLEO HALF- ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle' Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle, panels with joints butted in moderate contact. Due to sheathing 1 e' - '•e' -P' •- • '••./':'f Figure 19 t s• va" shingle 7" f --' max. exposure A --- postion nails on nail line a 8'/," 1 X•, minimum 3/8" from edge HardiePlank' starter lap siding strip Figure 20 overlapping of the joints. caulk is not required except where panels abud 118ogap trim boards. (fig. 20). Enstlle keyways do not line up on subsequent courses. caulk 1) Install a 1.1/4" starter strip, then install a 8.114" wide HardiePlank, lap siding starter course 2) Place first panel so that panel end centers over said. Trim panel as 151/4" needed. Bun the cut end into trim as shown (figs 20). When installing shingles over a band beard or any horizontal surface. leave 1/4" gap between bottom of siding and flashing. _ 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. 41) Start the second course. by removing the equivalent of one full scud cavity 16" or 24" OC), again abutting the cut end Into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course. by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the loll repeating steps 2 through 6 until desired height is reached. HARDIESHINGLE HALF -ROUND PANEL COVERAGE trim board position nails into framing through previous courses. o Only when application is to minimum 7116' thick APA rated sheathing. positron nags spaced a maximum 13 3f4' o.c. Allow 318" from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. 0.) of product coverage=43 pieces with 7" exposure water -resistive barrier' space shingles max 1/4' apart save a mm. lap t 1.112" between tints to succesive nurse 1 1/4" starter strip 8-114" HardisPlank' lap siding HS11121 P415 6/13 with the widesl part ofAInstall the shingle placed downwards Figure 20 overlapping of the joints. caulk is not required except where panels abud 118ogap trim boards. (fig. 20). Enstlle keyways do not line up on subsequent courses. caulk 1) Install a 1.1/4" starter strip, then install a 8.114" wide HardiePlank, lap siding starter course 2) Place first panel so that panel end centers over said. Trim panel as 151/4" needed. Bun the cut end into trim as shown (figs 20). When installing shingles over a band beard or any horizontal surface. leave 1/4" gap between bottom of siding and flashing. _ 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. 41) Start the second course. by removing the equivalent of one full scud cavity 16" or 24" OC), again abutting the cut end Into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course. by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the loll repeating steps 2 through 6 until desired height is reached. HARDIESHINGLE HALF -ROUND PANEL COVERAGE trim board position nails into framing through previous courses. o Only when application is to minimum 7116' thick APA rated sheathing. positron nags spaced a maximum 13 3f4' o.c. Allow 318" from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. 0.) of product coverage=43 pieces with 7" exposure water -resistive barrier' space shingles max 1/4' apart save a mm. lap t 1.112" between tints to succesive nurse 1 1/4" starter strip 8-114" HardisPlank' lap siding HS11121 P415 6/13 CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. 0. Laced inside corner. Figure S minimum (1') thick trim -Fr A >o, WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as it the wall is complete. Triming for the nd 'n lh r It'n iece ma lhrow All the s cin above the breakopeningaustereesutupypato GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, rill nail hole and add a nail. (rig. B) For wood framing, under driven nails should be hit Rush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. countersunk, 11,W 0fill & add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult• choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardier Products. James Hardie' products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus' product versions of HardieShingle" Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUSD TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle' siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus` product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge waters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE2"SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repdming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James HardieP Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOGNMON: In amordance :nth IMES EraWaton Report ESP, 2290, HardieShingle Izp siding is recognized as a suitable alternate to that specjed in: fie 2006.2009.42012 International Residential Cade for One- and Two -Family Dwellings. and the 2006.2009.4 2012 Imernafaial Building Code.. HardEShingle lap siding is also recognized for application in the fo[V:M g: City of Los Angeles Research FIeW No. MR, State of Florida listing FLx889. Dade County. Fbtida NOA No. 02.0729.02. U S. Dept. of HUD bbterials Release 1263c. Texas Department of btsurm Product Evalra? on EC -23, City of New York N& 223.93-M, and CaGfpma DSA PA -019. These dtxanne is st" also be wrwrl•,ed for adc1tiorWin*moncwcerriiVftsLiOliVoliNsproft for spectlic aptikations O 2013 James Hardie Building Products, atc. All rights reserved. Please visit www.jameshardie.com for Additional TM, SAI. and ® denote trademarks or registered trademarks of Product Information and Availability, JamesHardie James Hardie Technology Limited.:] Is a registered Installation Information, Warnings, and Warranties / trademark of James Hardie Technology Limited. HS11121 P5/5 6/13 211542017 Florida Building Code Online bUFR HdE AIOUT OtItHi pa01f O1M1l 1087 c09TACT013PR SCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Florida S` Pt "e Product Approval USER: public Userd ., Product Aooroyet ..+tenu > prndcr, or aooticatinn S»r^n > Aoebc'0Unr List > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httpsJlwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC% 2tEHMrNrkL4bysALEZSXMjsX5GE0%2f1CXzYpyxA%3d%3d 1/2 2/1512017 Product Approval Method Florida Building Code Ondine Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products_ FL g Model, Number or Name Description 12194.1 . Alumunum Coils Aluminum Soffit Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use Aluminum soffit panels Installation Instructions FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALCLSOOLEvaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone' 850.487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement .: Round Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released m response to a public -records request. do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. ail arri address Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emailwishtit they haveone. The entails provided may be used for olfidal communication with the licensee. However email addresses are public record. If you do not wish to suDDIY a personal address, please provide the Department with an email address F.S., please herwhich can be e to the public. To determine if you are a licensee under Chapter Product Approval Accepts: P—M, S9 Credit Card Safe haps://www.floridabuilding.orglpr/pr appdel.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GE0%2f1CXzYpyxA%3d%3d 2n C` RINIIY I ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09 -R2 FL12194-R2 Date of Issuance: 02/26/2009 Revision 2: 06/23/2015 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. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a 16 -page Appendix. Prepared by: ttttrtr,,. -- s o-specs' c 0e r4•: Thefaubnie ualappearing"sauthwited by Robert Nleminen• Robert J.M. Nieminen, P.E.?• T= P.E.on06/23/2015. This does not serve as anelectronrcallysigned document. si<ned, scaledMrdcoplcs have been umsmrtted to the Florida Registration No. 59166, Florida DCA ANE1983 rt ,.` Product Apmwal Administrator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD 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. J TRINITY, ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: inlibf Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL(TST1577) Wind Resistance CTLA 2847W 05/01/2008 CTL (7571577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TSTS878) Net Free Ventilation Area ACIX-002-02.01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels in 16 -inch sections. The reported net free ventilation areas are 22.3 inz/ft for the 16 -inch 'full vent' configuration, 11.1 inz/ft for the 16 -inch 'center vent' configuration, 12.5 inz/ft for the 12 -inch 'full vent' configuration or 4.2 inz/ft for the 12 -inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GCp; = ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-30 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09 -R2 Certificate ofAuthariration #9503 FL12194-R2 Revision 2: 06/23/202S Page 2 of 3 J TRINITY! ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F -channel receiver to its full engagement depth, minimum 0.74 -inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE I6 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A13360.02.09 -R2 Certilkote o/Authorization 119S03 FL12194-R2 Revision 2: 06/23/2015 Page 3 of 3 J I KINITYIERD 0 740" 238" F' CHANNEL (,3 ALUMINUM 0.0165" nominal thickness Exterior Research and Design, U.C. d/b/a Trinity IERO Certificate of Authorization #9503 Robert Nleminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 IYP. 2.625 REF. 50 TYP. I00000 00000 000000 00000 000000 00000 p(MMR Pill RN (F n vu Fl LOWERS FORMEO IN SWE OIRECnON AS RIBS) Evaluation Report A13360.02.09 -R2 for FL12194•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 12 -FIX -1- 16- Mt VEHF 12' QN11711 VEM 16- C Mra VENI Q TRINITY'ERD Exterior Research and Design, I.I.C. d/b/a Trinity I ERO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE -59166 Revision 2:06/23/2015 Appendix 1, Page 2 of 2 ITRINITY i ERD t APPENDIx 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MOP (psi) Page A-1 1 & 2 12 F -Channel (nailed to wood or block) Fascia Cap +40.0 /40.0 2-3 A-2 3 12 F -Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4.5 A-3 4 12 J -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 8-1 5 16 F -Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F -Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9.10 B-3 7 16 F -Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 B-4 8 16 1 -Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHI. 2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GC.. = ± 0.18), no load combinations (K, = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. S. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 30% of the least horizontal plan -view dimension or 40% of the mean roof heicht. whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7.10. 0 6 7. For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 1 of 14 r TRINITY, ERD TABLE A-1: 12 -inch Span, F -Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia CapMax. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. IY.-inch 3/8 -inch head One (1) min. long x 0.072 -inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 140.0 min. 1.25 -inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. l/ -inch Concrete 0.097 -inch One (1) min. long x 0.072 -inch 2. 12 or CMU diameter T -nail 24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c 40.0 block Or stub-nail, crown staple 3/16 -inch head min. 5/8 -inch diameter trim nail embedment din. 3,13" heai dia. nail with m_. il:" engagement(ior rood xubstrace) or min. 0.047" dla. T -nail cr stub nail with min. 5/8" engagement(ior concrete or block 3uautrate), 3Pac-d a1 noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. t -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 14 l TRINITY ; ERD Table A -la: System No. i & 2 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 0<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK NO NO NO NO Table A -lb: System No.1 & 2 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 p<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A -lc: System No.1 & 2 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30< h<40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 3 of 14 s c.,— c-n,2nnPl I<canled to wood) &Fascia Cap 3/4' x 1/4' _- CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' IRIM NAIL F' CWWNEL CAN BE PAINTED S.S. 45' WITH THEINAILINNGFLANGEUP OR O.C. DOWN Ibstrate od v. F J TRINITY I ERD Eave Side Wall Side Soffit Fascia Cap F -Channel Max. Max. MDP Fastener Spacing Fastener SpacingSystem No. Span inch) SubstrateF(3) Max. Spacing S inch long x 0.072- 48.0 Y. -Inch crown 8' o.c. Inch diameter x 48" o.C. 64.2 staple min. Y. -inch head 120 130 diameter trim nail 3. 12 Wood 24" O.C. W 200 q OK in a diamond OK OK OK OK pattern OK 3/4' x 1/4' _- CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' IRIM NAIL F' CWWNEL CAN BE PAINTED S.S. 45' WITH THEINAILINNGFLANGEUP OR O.C. DOWN Ibstrate od v. F J TRINITY I ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psi) One (1) min. lY.- One (1) min. Y. x inch long x 0.072- 48.0 Y. -Inch crown 8' o.c. Inch diameter x 48" o.C. 64.2 staple min. Y. -inch head 120 130 diameter trim nail ISO OPEN RAFTER FACIA BOARD FASCIA CAP 3/4' x 1/4' CROWN STAPLE '8' ON CENTER SOS_ maa. 12 -inch span WOOSUBSTRATERATE I SOFFIT STAB DIAMONDPATTERN p TAI 1-3/4' TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP 3/4' x 1/4 CROWN STAPLE SOFFIT -- SOFFIT & FASCIA QUAIL Table A -2a: System No. 3 - Exposure 8 Basic wind Speed (mph) Eave Heightlft) Pressure Zone110 120 130 140 ISO 160 170 180 190 200 q OK OK OK OK OK OK OK OK OK OK 0<h<30 S OK OK OK OK OK OK OK OK OK NO q OK OK OK OK OK OK OK OK OK OK 30<h<40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK NO 40 < h < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO NO SO < h < 60 5 OK OK OK OK OK OK OK NO Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FL32194-112 Revision 2: 06/23/2015 Appendix 2, Page 4 of 14 ERDTRINITY ; Table A -2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 1S0 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO IS < h < 205 4 OK OK OK OK OK OK OK OK OK OK OK I OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK 1 OK OK I OK NO NO NO NO Table A -2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone 110 1Z0 130 Basic Wind Speed (mph) 140 IS0 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization N9503 Prepared by: Robert Nieminen,PE-59166 Evaluation Report A13360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2, Page 5 of 14 r, JTRINITY ERD TABLE A-3: 12 -inch Span, )-Channel (stapled to wood and screwed to soffit) & Fascia Cap J -CHANNEL Wall Side Eave Side PAINTED S.S. 48- wlch ow•• net 1/2- x 1/a- head J -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 Substrate Soffit to J -Channel 190 Soffit Fascia Cap 4 OK Max OK OK OK OK Max. OK Max. OK Max. NO Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) OK OK OK OK OK One (1) OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 One (1) min. lY.- OK OK OK OK OK Three (3) OK min. #8 x OK NO One (1) NO inch long x min. Y. x Y.- Y. -inch min. Y. x 0.072 -inch X48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood Y.•inch 8- o.c. diameter x min. 48" o.c. staples in a 3/8 -inch crown Y. -Inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER 3/4' X 1/4- CROWN STAPLE *24' ON CENTER USING A DIAMOND PATTERN u I J -CHANNEL 1-3/4- TRIM NAII scre coll ootflMexc PAINTED S.S. 48- wlch ow•• net 1/2- x 1/a- head O.C. diameter screw. 16- O.C. SOFFIT -max. 12 -inch span WOOD OR BLOCK SUBSTRATE W KNUM` SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD sCrv i 1 sr.rlcs , FASCIA CAP --- 3/4' X 1/4- CROWN1-3/4' TRIM NAIL FaCtA BOARD STAPLE -B' ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4 - CROWN STAPLE SOFM SOFFIT & FASCIA DETAIL Table A -3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, page 6 of 14 JTRINITYi ' ERD Table A -3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone 110 Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30 < h < 40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A -3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for F112194•R2 Certificate of Authorization N9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 7 of 14 TRINITY! ERD TABLE B-1: 164nch Span, F -Channel (nailed to wood) & Fascia Cap Speed (mph) Eave Side Wall Side 110 Basic Wind 120 F•Channel Soffit Fascia Cap OK OK OK OK NO OK Max. Max. Max. OK OK MDP System Span Max. SpacingNo. (inch) SubstrateF/8-inch Substrate fastener Spacing Fastener Spacing IPsfl One (1) min. lY.- Inch long x 0.072 - One (1) min. 3/8 inch diameter x 36" o c. 25.6 5, 16 Wood diameter nail, 24" o.c. Wood x 3/8 -inch crown 16" o.c. min. 3/164nch min. 1.25 -inch staple head diameter embedment trim nail Table B -la: Systerr Eave Height (ft) 0<h<30 30<h<40 40<h<50 50<h<60 Htn. 3/3- heo= iia. nttl W., on9 3cnonc t!or mood avoa:ra:e• or ntn. 7 0e7- d:n T•netl or ecub n-1tl with o:n. S/t- angegsm%nclfor concroc• or block n0t.,d abcvo. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL WOW, Wn: r W. 910•::: W. STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"—/ LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL No. 5 Exposure B Speed (mph) Pressure Zone 110 Basic Wind 120 130 4 5 4 OK OK OK OK OK OK OK NO OK 5 4 OK OK NO OK NO NO 5 4 5 OK OK OK NO OK NO NO NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Exterior Research and Design, I.L.C. d/b/a Trinityl ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen,PE-59166 TRINITY i ERD TABLE B-2: 16 -inch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F•Channel Soffit Fascia Cap Max. MDPMax. Max. System Span Max. Substrate Fastener SpacingB Fastener Spacing IPsfl No. inch) Substrate Fastener Spacing One (1) min. I%- one) min. One (1 Inch long x 0.072• Concrete diameter T•nail Wood One (1) min. 3/8 x 3/8 -inch crown 16" o.c. inch diameter x 36" o.c. 33.3 6. 16 or CMU or stub -nail, 24" O.C. staple min. 3/16 -inch block min. 5/8 -inch head diameter trim nail embedment Min. 3/8" head dia, nail with min. lib" engagemen:(for wood quo3:rate) or min. 0.097" dia. T -nail or stab nail with m1n. 5/8" angagsment(Eor concrete or block, subecrata), spaced as noted abo`i _ . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood. Concrete or Block. 111011 STAPLE SOFFIT TO FASCIA BOARD #T50 RAI X 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Evaluation Report A13360.02.09 -R2 for F1.1219a-R2 Exterior Research and Design, LLC. d/b/a Trinityl ERD ERevision 2: 06/23/2015 Certificate of Authorization 09503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 1 TRINITY I ERD Table 8-2a: System No. 6 - Exposure B Eave Height(ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 0 < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40<h<50 4 OK OK OK OK NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK OK NO 5 OK OK NO NO NO Table B -2b: System No. 6 - Exposure C Eave Height(ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 240 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table B -2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 5 OK NOO<h<15 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20<h<30 4 OK NO 5 NO NO30 < h < 40 q OK NO 5 NO NO40 < h < 50 q OK NO 5 NO NO50 < h < 60 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194•R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE -59166 r , TRINITY ERD TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side OPE" RARER ; DIAMOND PATTERN 1 I ; WAIL CROWN STAPLESL USING A DUWOND F -Channel PATTERN Soffit Fascia Cap FASCIA CAP `---' 160 0 < h < 30 q Max. OK OK OK MDP OK 5 OK OK OK OK NO NO Max. 4 Max. System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psf) OK NO 5 OK OK OK NO NO NO 50< h < 60 4 OK OK One (1) min. lY.• NO NO 5 OK OK OK NO NO NO Three (3) min. One (1) min. Y. x inch long x 0.072• 27.0 16 wood Y. x Y. -inch crown staples 24' o.c. wood Y. -inch crown 8" o.c. inch diameter x 48" O.C. 36.17. in a diamond staple min. Y. -inch head diameter trim nail pattern 3/4' x 1/4' CROWN 1-3/4• TRIM NAIL FACIA BOARD STAPLE -8- ON CENTER PAINTED S.S. 1-3/4- TRIM NAIL F' CHARNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. 3/4- x 1/4 - UNG FLANGE UP OR CROWN STAPLE DOWN SOFFIT- max. 16 -1 nclb span SOFFIT SUBBSTRATE SOFFIT & FASCIA DETAIL Table B -3a: System No. 7 - Exposure 8 JLj ri,Kr-=" % SOFFIT STAPLE 3/4• x 1/4• OPE" RARER ; DIAMOND PATTERN 1 I ; WAIL CROWN STAPLESL USING A DUWOND J crvcv-r arnats PATTERN FACIA BOARD i Basic Wind Speed (mph) 130 140 FASCIA CAP `---' 3/4' x 1/4' CROWN 1-3/4• TRIM NAIL FACIA BOARD STAPLE -8- ON CENTER PAINTED S.S. 1-3/4- TRIM NAIL F' CHARNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. 3/4- x 1/4 - UNG FLANGE UP OR CROWN STAPLE DOWN SOFFIT- max. 16 -1 nclb span SOFFIT SUBBSTRATE SOFFIT & FASCIA DETAIL Table B -3a: System No. 7 - Exposure 8 Eave Height (f 1) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 0 < h < 30 q OK OK OK OK OK OK 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 50< h < 60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity) ERD Revision 2:06/23/2025 Certificate of Authorization 09503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 tRINITY'ERD Table 8-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0 < h:5 15 4 OK OK OK OK 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK I NO 5 OK OK NO NO 30 < h < 40 4 OK OK OK NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table B -3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15<h<20 4 OK OK OK 5 OK NO NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO 5 NO NO NO SO < h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design. LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09 -R2 for FL12194-112 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 12 of 14 TABLE B-4: 16 -inch Span, )-Channel (stapled to wood) & Fascia Cap Wall Side 1 -Channel Max. System Span Max. No. (inch) SubstrateF(3) Spacing Substrate 16 wood 24' O.C. Wood in a diamond pattern OPEN RAFTER 3/4' x 1/4' CROWN STAPLE '24 ON CENTER USING A DIAMOND PATTERN 1_3/4' TRIM NAIL PAINTED S.S. 48' D.G. SAFFR-max. 15 -inch span WOOD OR BLOCK SUBSTRATE 4 TRINITY ERD Eave Side MDP Soffit Fascia Cap NO NO OK Max. Fastener Basic Wind Spi Fastener Spacing psf) 120 130 One (1) min. 1Y. - OK OK One (1) min. Y. x inch long x 0.072- 23.5 Y. -inch crown 8" o.c. inch diameter x 48' o.c. 31.4 staple OK min. Y. -inch head 5 OK OK OK diameter trim nail 4 VT KVVW- ` SOFFIT STAPL I ; DIAMOND PATTERN 11 I I TAIL FACIA BOARD _ ._1 II ------y ;r; "T' $ FASCIA CAP 3/4' x 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE 'e' ON CENTER PAINTED S.S. FASCIA CAP 3/4' X 1/4- I CROWN STAPLE Table B -4a: System No. 8 Exposure B OK OK NO NO OK NO NO Basic Wind Spi Eave Height (ft) Pressure Zone 110 120 130 4 OK OK OK OK OK OK0 < h < 305 4 OK OK OK 5 OK OK OK30 < h < 40 4 OK OK OK 5 OK OK NO40 < h < 50 4 OK OK OK 50 < h < 60 5 OK OK NO Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 SOFFIT J SQFFIT & FASCIA DETAIL 140 150 OK OK NO NO OK NO NO NO OK NO NO NO NO NO NO NO Evaluation Report Al 3360.02.09-R2 for FL12194-R2 Revision 2:06/2312015 Appendix 2, Page 13 01 14 i TRINITY ERD Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09-112 for FL12194-R2 Revision 1:06/23/2015 Appendix 2, Page 14 of 14 r 2/15/2017 Florida Building Code Online 1 Business .Professional Regulation ram SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications FBC Staff SCIS site Map Links Search bi a Product Approval ,pr USER: Public User Product AOoroial Menu > Pindi.ct or eoolicttmn Saarch > AooBcOrion List > Application Detail FL tt FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 2016 01 COI Nieminen.odf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 blips://www.Oaridabuilding.orglpr/pr app ill.aspx?param=wGEVXOwtDquracBeVCbdMONZD6Zesy3BpT6YGGOoRawtpb55SbzrBO%3d%3d 112 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # ; Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, S -tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 11 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shinoles FL30124-R19.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-1119.0f Created by Independent Third Party: Yes EDk —71 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer, Copvnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records requesL do riot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address d they have One. The *mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter r 455, F.S., please click ham' Product Approval Accepts: 2,rr, j E Credit Card Safe httpsJ/www.0oridabuilding.orglpr/pr app 00,aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawipb56SbuBQ%3dek3d 2/2 f TRINITY;ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 1113 OXFORD, CT 06478 PIIONE: (203) 262-9245 FAX: 1203) 262.9243 Evaluation Report 01506.01.08-R17 FL10124-R15 Date of Issuance: 01/03/2008 Revision 17:03/31/2015 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 5'" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This Evaluation Report consists of pages i through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. S9166, Florida DCA ANE2983 tt3,t ttll.h„ sere-s9rMi t The lac*imieMal appa+dngWas +NhorhedbyaebeRNlomWn, s • iCN>Yi r•*' F.G en o3/31/101S. Tbb doe* not sono++ m eleclronita0r signed gyp**rrrrrrr, tbmment. Slped. waled hardwples hwe teen tr+nsmated to the aredoo Approval AdmWeltslos and totbe a*med client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Budding Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propert Standard Year 1507.2.5, R9DS.2.4 Physical Properties ASTM D3462 2009 507.2.7.1,;905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R903.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity GAF (PDM 1915) PRI (TST5878) PRI (TST5878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (FST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 2740) UL (TST 1740) UL (FST 1740) UL (TST 1740) UL (TST 1740) Exterior Research and Design, LLC. Certificate ii/Authorization #9503 Examination Letter of Equlva!ency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM 03462 ASTM 03161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03161, TAS 107 ASTM D3161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM 03161 ASTM 03462 ASTM D3161 ASTM D3462 ASTM 03161 ASTM 03161, D3462 ASTM 03161,D3452 ASTM D3161, D3462 ASTM D3462 ASTM D3161, D3462 ASTM D3161 ASTM D3161 ASTM D3163 ASTM D3161, D3462 ASTM D3161, D71S8, 03462 ASTM 03161, D3462 ASTM O3161, D3462 ASTM D3161, 03462 ASTM D3161, D7158, D3462 ASTM D3161, 07158, 03462 ASTM 03161, D7158, D3462 ASTM 03161, D7158, 03462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7:58, D3462 ASTM D3161, D71S8, D3462 Reference Seal•A-Ridge Impact Resistant IR GAF•059-02-01 GAF•090-02-01 GAF -407.02-01 93NK6295 99NK43835 94NK9632 OINK06632 OINK9226 OINK37122 OINK37122 02NK12980 02NK30871 03CA5367 03NK26444 04NK:3850 04NK13950 04NX30546 04NK22009 04NK220C9 OSNK27924 OSNK27924 06CA15077 06CA18074 06CA35251 06CA31603 06CA41095 07NX05228 06CA31611 06CA61148 07CA31742 OBCAC6100 O7CAS5908 09CA10592 09CA06856 O9NK06647 O9CA27281 20CA35S54 1OCA13686 IOCA07264 JOCA11953 IONXII951 IONK12070 08CA06100 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/1212000 03/29/2000 02/0212001 O5/21/20C1 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2CD6 10/.8/2006 12/01/2006 12/27/2006 03/13/2007 04/04/2007 04/09/2007 1/08/2007 03/13/2008 04/01/2008 03/26/2009 05/15/2C09 08/02/2C09 O8/Z7/2009 03/05/2010 05/15/2010 05/27/2010 10/29/20:0 10/30/2010 11/04/20:0 01/30/2010 Evaluation Report OLS06.01.09-R17 F1.10124 -R15 Revision 17: 03/31/2015 Page 2 of 5 TRINITY IERD kafiu Examinatlon Reference Date UL (TST 1740) ASTM D3161, D7158, D3462 ICCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3a62 IICA48924 10/22/1011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA47919 12/03/2011 UL (TST 1740) ASTM 03161, D7158, 03462 I ICA48408 12/08/2011 UL (TST 1740) ASTM 03161, D7158, D3462 I ICA4872S 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 U4 LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA581S1 02/15/2013 UL I.I.C. (TST 9628) ASTM 03161 12CA38083 02/26/2013 UL llC.(TST 9628) ASTM 03161 13CA32332 06/19/2013 UL, I.I.C. (TST 9628) ASTM 03161 13CA37934 08/02/2013 UL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21. Mobile, AL 11/21/2014 UL I.I.C. (QUA 96 25) Quality Control inspection Report, R21, Myerstown, PA 02/C6/2015 UL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Tuscaloosa. AL 02/20/2015 UL, I.I.C. (QUA 96 251 Quality Control Inspection Report, R21, V Ichlgan Cty, IN 02/19/2015 UL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Shatter, CA 01/05/2o1S UL, I.I.C. (QUA 96 2S) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL I.I.C. (QUA 96 2S) Quality Control Inspection Report, R21, Minneapolis, MN 07./16/1015 UL, I.I.C. [QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD DZ/31/2015 UL I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Tampa, fl 03/05/2015 UL I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/2S/2015 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shinates: 4.1.1 Marquis° WeatherMax°, Royal Sovereign' and Sentinel° are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot-, Camelot- II, Country Mansion° II, Grand Canyon*, Grand Sequoia', Grand Sequoia* IR, Monacoe, Sienna', Timberline American Harvest', Timberline' ArmorShield" II, Timberline* Natural Shadow*, Timberline HO*, Timberline* Cool Series, Timberline Ultra HD° and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline• Is a fiberglass reinforced S -tab asphalt roof shingle. 4.2 HIP & Ridge Shingles: 4.2.1 Seal -A -Ridge° Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles and Timbertex° premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start" Starter Strip Shingles and Weather8locker" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 5.4 Wind Classificatlon: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with F8C Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us In all wind zones up to V„, =150 mph (V,a =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM 03161, Class F, indicating the shingles are acceptable for us In all wind zones up to V„e = ISD mph Vuk ” 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC- Evaluation Report 01506.01.08-R17 Certificate o/Authorization #9503 FL10124-RIS Revision 17:03/31/2015 Page 3 of 5 1TRINITY ERD 5.4.3 Classification by ASTM 07158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20.3, per FBC Sections 1507-2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro-Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minimum four 4) nails per shingle In accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: 9 Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. 9 Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or 8905.2.5. 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. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles and Seal-A•Rldge IR Impact-Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL 530 Roof & Flashing Sealant". 115' Seward I. (M 1itm) 1' Sollnnte 25 mm) (25 mm) Enduit det9mi-Ab iT;(s:' = a• , •-rg1} ; E... MW 1 C• .1' '3 -d _e3i•ia Yr'I 12 305 mm) 6'-7518' I 104 mm Q' 305 mm) Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R37 Certilicote of Authorhotion #9503 FL10124-RIS Revision 27:03131/2015 Page 4 of 5 TRINITYIERD 1 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. tt 51 SVAIpn1 1• 122 r ii...-.....-.-..t sr11n1r10 25 nun) (;mJ Crduitd'itc cheto an 17MAYJ (JCS rrtn) Cifjl:br or W..8 rnm, 12' 17,15 mn>J 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information or. which plants produce products covered by Florida Rule 61G20.3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R17 Certificate of Authorization #9503 FU0124-RIS Revision 17: 03/31/ZO1S Page 5 of 5 r 2/15/2017 Florida Building Code Online SWIM Business & iProfessionalRegulation K SCIS Home Log In User Registration Not Topics Submit Surcharge Stats b Facts Publications FBC Staff SCIS Site Map Links Search Fkxida 4 r Product Approval IUSER: Public User Product, Aooro•nl Peru > Prodi:ct er Aoohcation Sear.h > Aoohration ! ,st > Application Detail FL If FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLIS216 R2 COI 2015 01 CO[ Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 haps://www.11oridabtrildirlg.orglpr/pr app dll.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 1/2 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments I Limits of Use Installation Instructions Approved for use In HVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use outside HVHZ: Yes R2.odf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 I i Design Pressure: N/A Created by Independent Third Party: Yes I Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- i R peatCd by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-IBZ4 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request• do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1. 2012. licensees licensed under Chapter 455. F.S. must provide the Department with on email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please click ALL. Product Approval Accepts: t0_2 ht• Credit Card Safe https:Nwww.floridatxdlding-org(pr/pr appdU.aspx?param=wGf-VXCNvtDiav3yVVKJZ1f]RAdhy12u8kOGClyljaHhVeiOpVSvxwSdCoO%3d%3d 2/2 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT U13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 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 STh Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 t„rrr„rrr,' t Yo•Si•!S yi•• S •'•• The lacsbnda Seal appear' was au1h0rued by Robert Nieminen, iii .. 1,as•,,`. P.E.onoe/27/201S. This does not mrvs as aneleciconically signed document. Signed. mated hardcopes haus been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER OPTIONS Underlayment Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability. Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, No Yes Yes Breaking Strength, Dimensional Stability 3. REFERENCES: inint Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 the HVHZ. 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 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate Of Authorization #9503 FL15216-R2 Revision 2:04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes State or Shingles Shingles Simulated Slate RhinORoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate Of Authorization #9503 FL15216-R2 Revision 2:04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure 124 hours, corrosion resistant fasteners may bet 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FOC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12•RZ Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 3 of 3 2/15/2017 Florida Building Code Online IAn rc a aa ess Qol eW SCIS Home Log In User Registration Not Topics Submit Surcharge Stats d Facts Publications FOC Staff OCIS Site Map Links Search d,00r 041— Product Approval USER: Public User P-ppu[t Approval Menu > rl,i1i:a or Apphr>tinr Srnrch > Apuhcallon ! st > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmiZ000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE -31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI CertOflndeo.odf 1709.2 hltps:/Avww.Ooridabuilding.orgtpr/pr app dll.aspx?param=wGEVXCIwlDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG9GRM%2fuw%3d%3d 1/2 2/1512017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL * Model, Number or Name Description 16568.1 "MMI -2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16S68 R1 11 01 MMI -2 OfflkidaeVent-ASTME330- Approved for use outside HVHZ: Yes Steel EVALREPORT.odf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/ -75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 01 MMI -2 OffRidaeVent-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI -2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 30' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 02 MMI -2B OffRidaeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A #31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 02 MhII-2B OffRidaeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes F7 71 F771 Contact Us .: 2601 Blair Stone Road, Tallahassee Fl. 32399 phone 850.487.1824 The State of Florida is an AA/EEO employer. Copyncht 2007.2013 Slate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official Communication with the licensee. However email addresses are public record. IF you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: ffj 1 11 E'E Credit Card Safe httpsJAvww.11oridabuilding.orgfpr/pr app dtl aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPbOldbgiEG9GRM%2fuw%3da/o3d 212 CBUCK Engineering SpPGd",W Structural E:ngInek=rinQ CSUCK, Inc. CertiFcote ojAuthorizotion #8064 Evaluation Report MMI -2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI -2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 4wY..lMtuW MYlM llw Vvw bMw.rY fit ttllll//+' L euc' ti No 31242 STATE CF Ft OR% Oke am`. S O N AL'/ 1111111t 4 OrWtaMl conal O: 1 x t P.Ktner e l CBUCK, Inc. 2015.03.02 10:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL It: FL 16568.1 RI Date: 2/26/15 CBUCK Engineering RepoPage rt No.: 25o0 MM2 -104 14 Specialty Structural Englneerinq Manufacturer: Millennium Metals, Inc. Product Name: "MMI -2" Off Ridge Vent Product Category: Roofing CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 7S PSF Allowable design pressure for allowable stress design (ASD) with o margin of safety of2to1. CBUCK EnQlneerinQ FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15.104-MM2-StORV-ER_14 Page 3 of 7 Specialty Structural EnQli'teerinQ CBUCK, Inc. Certificate of Authorization 118064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Ootion for aDDlication outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). CBUCK Engineaerinq FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 SpPc1C9WW Structural Englnperinq CBUCK, Inc. Certifkole of Authorization 118064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size: Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI -2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2', 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 818.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 CBUCK Engineering FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 5 of 7 ISpeclalt j Structural Englncering CBUCK, Inc. Certijicote oJAuthorizotion #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 SpcaCldltLJ Structural Englnekwinq) CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. I 5-1/2" Profile Drawings 18-1/4" 1z" Side View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge Vent Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) CBUCK Engine2erinq FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 SpPclalfy Stni,JCtL rdl Englne*-rtnq CBUCK, Inc. Certificate of Authorization 118064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" Nominal Lengths 4 Ft. 6 R. 8 Ft. 10 Ft. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) 4" o.c. Base Flange Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 1, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /%' 231 Documented Construction Value: $ y V 3 &b Job Address: _ _ w r !// N Historic District: Yes No Parcel ID: Residential WCommercial Type of Work: New Lpj Addition Alteration Repair Demo Change of Use Move Description of Work: Cvm/rbc` t i i v PSa a • / /So.»c' /$C et rn S lviJ;P v Tv (.t e,fc.l e i i Plan Review Contact Person: Title: Q,O I c,o en Phone: Name Street: City, State Zip: J -t Fax: F Phone: Resident of property? : Contractor Information Name )eF6 <'riy l ,l,t'.c- I/7G Phone: ye7 •- 3;j3 - % 7 7/ Sheet: /,2 / % f '/may 5 7'- Fax: %e' 7 City, State Zip: SSi». f'c' j T y y State License No.:UDC' aaW% le Name: Sheet: 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 pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pen -nit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this pennit, there may be additional r•esh-ictions applicable to this property that may be found in the public records of this county, and there may be additional pennits 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 properly of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of pen -nit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. A. Signature of Owner/Agent Date sign ureofColl ctor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Cont for/Agent's me Signature of No ry-State of P orida *Date CHADADW COMMISSIONMY t; 85918 EXPIRES April 25.2020 Owner/Agent is Personally Known ' e° FbAdaN,u tactor/ gent is Personally Known to Me orProducedIDTypeofIDProducedrDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical -Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Spriulder• 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, 2015 Permit Application FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 40, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA Gov, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/2&/2007. CERTIFIED TO: DAVID WEEKLFY HOMES Site Benchmark Infonnation- 0 #1 Fnd. Nail & Dlsk'LB 2108'. Elevation: 45.65 0 #2 Fnd. Nall 8 Disk'LB 2108'. Elevation: 45.91' Benchmark Information- \ 10 Orange County Datum Elevation: 83.36' Found Square Cut in Drop Inlet In front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) poow ce".r 22 EUREKA LANE SANFORD, FLORIDA 32773 C34 C36 R=270.00'(P) R=10.00'(P) L=50.88'(P) L=15.34'(P) A=10°47'52"(P) 0=87°52'35"(P) Chord Bearing= Chord Bearing= S 48°22'49" W 50.81'(P)(M) S 86°55'11" W 13.88'(P)(M) L1 N 49'08'32" W 29.19 (P)(M) Tract "B" Open Space/Recreation s (Common Area) 99a 4'O P.C. located on Lot 38 Lot 39 ':: `F 00 ...... , sa `. ° /A Lot 40::.::':: dt? 01 F cod Q ice, lob y°--- 8q, bf \dij C3 N Co W E # 1 S CO -9 .0 CWW Qd c epan0.PC acAnwow FMKCM Pf 0.4: EEM E wrF PRN FEMA. F.dwo C, K.y Pr 4dnpFnra "ePiryF1m [Abn R Fd. L Po RAC 1 1 Nd t P am EdecocaITiI° PA Ph" IKa VYM . A 40 Fnd. 'W Rebar 8 Cap *LB 7623" Unless OThernbse Noted) Graphic Scale 16 2 SCBIe:1'"20' Reftan: Added Foundation Location - 5117117 m. Fat.,".w Rar M. rrw VNISS IOe"FdrdMMM. DaWlan.d W. CA>}M& . lm6m't BICEDOWCAEMEB_ kele d It Associates Survq*, ll'u 1301 S. IntemalbrA Partway Sum 2001 Lake Mary. Fbltla 32748 wwWralandsurvaytipcom Oflce.407.678.3366 FaxAO7.320.8165 yo CITY OF SANFORD ECEIVE BUILDING & FIRE PREVENTION PERMIT APPLICATION APR 2 5 2011 Application No: BY Zure k_a Ld Documented Construction Value: $ :3;.5 .00 Job Address: _6'z= f=-- Historic District: Yes NotR Parcel ID: 1 c,T y Residential,® Commercial Type of Work: New C Addition Alteration Repair Demo Change of Use Move Description of Work: 1104, ,5 ,,.:G-49 Plan Review Contact Person: 9i9-% 9a0tc.9w Title: Oc4x:Lza-s -0,a.7 Phone: Fag: 32-1-2-07-634 Email: C00-7 Property Owner Information Name Df...n Phone: Street: Resident of property? City, State Zip: 47f*Po-fr't -v 3,A7/ Contractor Information Name Z*EGRrT /Lr,•H i /I7lFcyf,ic,.. Street: /06$ iE. s g+r7 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: -34 I. -,2, 77 - 17!K2_ Fag: 3.2-/ :Jo 7 - 03 1,6 State License No.: CAC; 7 J141 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. l 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: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICI: 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, Nate agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 6 7 Signature of Co rector/Agent Date Print Contractor/Agent's Name 06 vaj Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID L b L. 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 APPROVALS: ZONING: UTILITIES: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application Integrity Plumbing & Mechanical, Inc. Job Quote 4/24/2017 Budder. David Weekly Homes Community: Reagns Point Trade. Plumbing Subcontractor Integrity Plumbing d Mechanlcal,Inc. Contact Person. Dan Brokaw Office Phone: 407-399-01/1 Con Phone: 407-3994414 Fax Number. 321-207-0316 E rtsa: rowaawd•neaem•n.com Proposal based on plans, specifications, and scope of work provided by Budder. Price protected through November 23, 2017 Model Elevation Plumb thru Drywall Trim labor pariah Fixtures TOTAL NOTE lists Quantity 7413 Quantity abnk Notes Quantity Kitchen Sink FBO 1 1 I 7497 All 3,620.00 330.00 SIW.OD 1,640.00 5,670.00 7495 All 53,590.00 531000 SID000 1.640.00 5640.00 7499 All 531590.00 310.00 10000 51,640 DO 5640.00 7510 All 531590.00 370.00 10000 1,640 DO 5640.00 7511 All 531370.00 5290.00 100.00 1,64000 SS .00 7512 All 3,590 DO 310 W 300.00 1,640.00 S,640-00 7513 All 53,590.00 5310.00 Stop 00 51,640.00 5640.00 7413 All 57,590.00 5330.00 SI00.00 51,64000 SS aa0.o0 Blank 2 Do Sr So.00 50.00 0oDD Item 7497 Quantity 74% Quantity 7499 Quantity 7SI0 Quantity 7517 Quantity 7512 Quantity lists Quantity 7413 Quantity abnk Notes Quantity Kitchen Sink FBO 1 1 I 1 1 1 1 1 1 Sink furnished and Installed by others Kitchen Sink Faucet 1 1 1 1 I 1 1 I 1 Moen Cameds17545C Dishwasher Connect 1 1 1 1 1 1 I 1 1 Dishwasher fumished by others DI user with Cord 1 1 1 1 I I I I I Whirl—ay or actual Ice Maker Box 1 1 1 1 1 1 1 1 l IPS with shocks for CPVC Master Bath Toilet 31 1 l 1 1 1 1 1 1 Gerber Viper Elonitatod white or blscult Master Bath lavatory 2 2 2 2 1 2 2 2 2 Cultured Marble by others Master lav faucet 2 2 2 2 1 2 2 2 2 Moen Brantford 6610 Master Bath Tub 0 0 0 0 0 0 0 0 0 Royall Bath Travis Furnished by Builder Master Bath Tub Faucet 0 0 0 0 0 0 0 0 0 Moen Bbrantford T933 Master Bath Shower 1st D 1 I I 1 1 1 1 1 1 PVC Membrane pan with drain for the Master Bath Shower 2nd D 0 0 0 01 0 0 0 0 0 Tile Redl pan FBO Master Bath Shower Faucet I 1 1 1 I 1 1 1 1 Moen Brantford T2152 Secciitdary Bath Toilet 1 1 1 1 1 1 1 1 Gerber Viper Elora aced white or blscult Secondary Bath Lirvalory I I I I Cultured Marble by others Secondary Bath lav Faucet 11 31 1 1 11 11 11 1 Moen aranMord 6610 Flumbhq ald Form•t DWH R••aam Polnt 4_24_17 4/25/2017 Revision -L Response to Comments DEC -11 2017 b -- City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1—)-731 Submittal Date It-" Project Address:g (4 22 Fwd -e L,4 LAj SA1,412 Contact: Ph: '-t 0-1 `-1 H ti q<-5 -1 Email: P C,yoka F_ &AARP . C4,A^ Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: Co F General description of revision: A c> 4us.T a Alvei L4 — Cwt' ROUTING INFORMATION Approvals SF t2- -• (1 Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Fax: Co F General description of revision: A c> 4us.T a Alvei L4 — Cwt' ROUTING INFORMATION Approvals SF t2- -• (1 r -2 4_2X42A/C SLAB BY BL R IN LINE 0°CWUEVE; ACCVE 2' FRO ALL IE-07-0GARAGE UOR 2 CAR GARAGE S 2 5 TON W/8KW @240V 1PH y platform by bldr Z'r 18x10 plen scale :,B'=,'0• 22x12 rad I Ifi I Is fro i ii__ 16• lVAll - STUDY •____ 9 2 4 S 3 —PEN s A LONA, 7,ANDiAII NFj 12x6 75 12x __ IRIS -- ENTRY ,3 1 ,gra B H2 76E RM 2 saSDF=rt I IO 6 1 55 s lwcd FRAME DB EC rDaluwl kLTLB S Sf1CLlE; 3" bat M!_2SH 24,N FX 27-.4- to 27'• rtoroofcap w/fan Nutone 696RNB FIRST FLOOR Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r-6 Insulation value. I c SAAfFo,,., Rrn E Rating W J z Y W W 0 Q ti W J 0)< z ti Of o m z o Fn m LU o F-mF-a z o z iii ID J CL O D J U) Q fY 0 C 3 a W. ool, 444 1-2771 Hp/2/v4A t too sz s- OWNER'S RETREAT M X T1111 25Z a M (0 O C _ 0O` 020 8X41 24, C'.) Z 5 OWNEF F b gp q RE fi• KITC N t 1 ' N t?2•r v 12x6 1wc I I i 1 =PWII N 42 MALL 7' F—r, DINING 1126x56 1 wed1 56 twed FAMILY Me WALL w C M 0 Iv 0 Cr O O O w w 0 x D Nt2 c Q 1s lwtd 0) x I Z Z WOtiqq 16+1 o dryer duct Z o root cap t tE u dryer vent Dox J 7'kitchen vent 1 o roof cap li F- Ii®C n ID F- I1 O O r ee I 101 s_Fm FRAM 08 EO TOODWIAN WIDTH 1 I aYE 5291 er•.• NOTE TO BUILDER MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized 'in compliance NNh Florida Residential Building Code -M1602 4 balanced return air. EXCEPTIONS 1-3 SECOND FLOOR Must have a minimum clearance of 4 Inches around the air handler per the Stale Energy code All duct has an r=6 Insulation value. 0,51NG SR s OEPAVd Rating v o_ ts1 06 Cn O O > L o s s >L S m Z O LU LU N 0 w w F- Z w w 0 Zw Q 0 r' c6 Z WOtiqq orn Z O N m W Z Z p w J Q F- m F- I1 O O Q In J 000 RECORD COPY J" OING oc Sptz 5 % '! EPAI t w4 - FINAL SURVEY LEGAL DESCRIPTION: LOT 40, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Site Benchmark Information- Q#1 Fnd. Nail & Disk "LB 2108". Elevation: 45.69' 2 Fnd. Nail & Disk "LB 2108". Elevation: 45.91' Nie h pop EUREKA LANE, SANFORD, I-LORIDA 32773 C34 C36 R=270.00'(P) R=10.00'(P) L=50.88'(P) L=15.34'(P) 0=10°47'52"(P) 0=87°52'35"(P) Chord Bearing= Chord Bearing= S 48022'49" W 50.81'(P)(M) S 86°55'11" W 13.88'(P)(M) L1 N 49°08'32" W 29.19' (P)(M) Benchmark Information- \ Oranae Countv Datum Elevation: 83.36' \ Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) tS P.C. located on Lot 38 X90 off, 00 \ T Q1 Lot 39 Tract "B" scop S Open Space/ Recreation e (Common Area) Lot 40 ry WM e Qa' e #2 041 teat t La/f Qo X20 9 QJ Ti i h/ C ' XJ co J J Revision: Added Final Survey - 11/2/17 Revision: Added Foundation Survey - 5/16/17 o TR - TELEPHONE RISER El - Transformer o P oe Fnd. 1/z" Rebar 0 & Cap "LB 7623" ra ( Unless Otherwise Noted) Graphic Scale 10' 20' 40' Scale: V=20' Field Date: 5/28/2017 Date Completed: 5/28/2017 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB'. I hereby Certify that this Boundary Survey of the above Described Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5U-17.052 Florida Drawn By: R.S. File Number:IS-35071 FI Legend- C Calculated PC Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. Administrative Codes, Pursuant t tion 472 27 Florida Statutes. Centedine Pg. Page Fence Ownership is NOTdetermined. Ft B Concrete Block PI Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS P EPTir gr.92oe'erCMConcreteMonumentP.O.B.- Point of Beginning otherwise noted. Q' FORConc. D Concrete Description P.O.L. Pp Point on Line Power Pde Septic Tanks and/or Drainfield locations are approximate and MUST be verified by No. s / No. THEo FIRMP DE Drainage Easement PRM Permanent Reference appropriate Utility Location Companies. Patrick K.Irelan .:FroR,oF' 6637 LB 7623s, Esmt. -Easement Monument Use of This Survey for Purposes other than Intended, Without Written Verification, Will be FEM.A.- Federal Emergency PT Point of Taneng at the Users Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This S" ale is ltltende Y e use of Said Certified Parties. Managements s cY R Radius Construed toive ANY Rights or Benefits to Anyone Other than those Certified. g' e r This Surve NOT VALID UNL and Embossed with Surveyors Seal. FFE FinishedFloorElevation FoundIronPipe Rad RbcRec. Radial Rebar 8 Cap Recovered POINTS OF INTEREST- DRIVEWAY AND SIDEWALK IN EASEMENTS. ryv n ry Inc.nd. j AssociatesIrelandSurvey' LL Length (Arc) Rid. Roofed 1 1 G 1L16 l,4 11SSOCiW4GS g I6 M N8D Measured Nail 8 Disk Set -Set'/" Rebar 8 Rebar cap "LB 7623" 1301 S. International Parkway Suite 2001 N.R. Non -Radial 7yp. Typical Lake Mary, Florida 32746ORBOfficialRecordsBookUEUtilityEasement P Plat WM Water Meter www.irelandsurveying.com P.B. Plat Book D Delta (Central Angle) Office -407.678.3366 Fax -407.320.8165WoodFence0— Chain Link Fence