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2838 Gipper Cir 17-514; PLUMBING; NEW SFH3 i7 -siy r CEIVEPR 0 3 20f7D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ S%O c7 Job Address: .Z `d. g 6i0'2f;d- CtAS-1g Historic District: Yes NotR Parcel ID: L.o7 .Z3 Residential,] Commercial Type of Work: New R Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: /64_0 9w Title: Occt p.,tz-_s dv,a_ i Phone: 321- 2- 77- `2'Y.2— Fax: •32-/- 2-07 - 63 4 Email: Property Owner Information Name Phone: Street: Z X-r S W!!5s.7,,rz S. ,Txi, 33 (9 a Resident of property? City, State Zip:T>°+o r-soti w s L • 3, 7/ L/ Contractor Information Name Phone: Street: / 06 S Ali- Ids 4-0. Fax: 3,2-/-ao 7 City, State Zip: Oil 32- 749' State License No.: G o. 7 .41ZI Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING. TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10 ?) 4 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru 'on and zonit7. 3/2_wh 7 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature La Print Contractor/Agent's Name 32NJ13- Si ature of Notary -Star of Florida_ _ Date JOSHUA L. JESSIE Notary Public - State of Florida My Comm. Expires Jun 5, 2018 y. Commission #FF 130058 tonfiactor/Agent-is, -=; : Personally Known to Me or d IProduceD -C Type of ID F L- IDL BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r N To: City of Sanford Building Department Please accept this letter as my authorization for Tom Lawhorn to act as my agent in signing for and obtaining a plumbing permit for the address shown below: Reagans Pointe Lot 23 2858 Gipper Circle Sanford, FL 32773 CFCO29744 Danny L Brokaw brokawdan@gmail.com Thank you, License Holder Signature: STATE OF FLORIDA C This instrument was acknowledged before me this day of Havre DO 1 + , by Danny L Brokaw, State of Florida Certified Plumbing Contractor #CFCO29744. This person has executed this document and has produced a valid Florida Driver's License B620-172-55-091-0 as identification. WITNESS my hand and official seal this JOSHUA L. JESSIE Notary Public - State of Florida My Comm. Expires Jun 5. 2018a 110 Commission N FF 130058 oQti44, day of / &rJ-) , Q6-4" a-e Qe4,w NotJry Public Signat e JS rPuAZ . -sS) & Printed Name My Commission Expires Integrity Plumbing & Mechanical, Inc. 1068 Big Oaks Blvd. Oviedo, FL. 32765 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100001 BUILDING APPLICATION #: 17-10000146 BUILDING PERMIT NUMBER: 17-10000146 UNIT ADDRESS: GIPPER CIR, 2838 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: n- s Iq a8 s,,34 DATE: March 21, 2017 22-20-30-520-0000-0230 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 23 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2838 GIPPER CIR, REAGAN POINTE LOT 23,SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 FIRE RE LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 00 AMOUNT DUE 5,759.00 STATEMENT --- ' RECEIVED BY: I I1 I GI C-eo (Iq SIGNATURE PLEASE PRINT NAME) DATE: 3iaa/13-- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE TOWN SQUARE TITLE, LTD 250 EAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422.2234 FACSIMILE: 407.943.8964 GRANT MALOYr SENI14OLE COUNTY CLERK OF CIRCUIT COURT & CONF'TROLLER BK 8882 Ps 1031 UPss ) CLERK'S * 2017029369 RECORDED 03/24/2017 08:34:56 All RECORDING FEES $10.00 RECORDED BY ITdevore W E 17022 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-518-0000-0010 (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 23, 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: 2838 Gipper Circle, 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT 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 By: John Kingm ea ' s Authorized Agent STATE OF FLOREDA 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: LJ personally know him/her/them OR I have satisfactory evidence of same based upon a Florida driver's license or Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature PLACE NOTARY NAME A SEAL IMMEDIATELY BELOW) N0.Y pie D. BRUCKS CERTI P GRANT MALOY %^ MY COMMISSION 8 FF 047059 I.ER! OFT IE _ 'CUI't COURT C'/ EXPIRES: September 10, 2017 T4rniBuC el Notary Services AND C rPT LLEh pcnded 9 SEMINOL' UNr, LORiDA BY_...._...-- DEPUTY CLERK iI01-3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMITAPPLICATION Application No: Documented Construction Value: $ 2$S l 3q. ZS Job Address: a13'j 5affWZil R.37#t3 Historic District: Yes No Parcel ID: Residential N Commercial Type of `York: Yew % Addition Alteration Repair Demo Change of Use lvIove Description of Work: Plan Review Contact Person: 7'L1Ajj j CA 471 GICP,YIVL?, Title: e.Ck COOrdin Phone: i4Cn - $ U 57- Fax: ' Email:+jPj&CiCfA (11)6tW&MeS.r' Property Owner Information .JJ Name GNP' RtAAan t LLC, CT XG(S I.LG Street: 1111 W. Poe,* Oaf. Road City, State Zip: 1 nkXSAI _M :j -OS5_ Phone: I16- 311.0. 33(05 Resident of property? : Contractor Information Name &LA C1 rtkffR Phone: lib--- %US —$abO Street: X1 S S. Wesb,Vn[§e Mv3300 Fax: "'-' City, State Zip: AL-bmwk,?_ 50r1'371ALtState License No.: !oC15'1 3q l Architect/Engineer Information Name: i ,kOL±- A Phone:1-- Street: Vy2S+nnorr4- e'7 t* 1Vt &Aiit I OD Fax: yb'4 — (AS lGl }o City, St, Zip: At+Amwrkta. fv+f qS t R., 'S2:119 E-mail: gdPylin Zi'1no [a(' 1.l '11 ,C.om Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVENIENTS TO YOUR PROPERTY. A NOTICE OF CON'INIENCEIFENT 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 CONIYIENCENIENT. 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 ro the issuance of a permit and that all work will be performed to meet standards of all laws regttlatin.- 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 dale of application and the code In effect as of that date: Sib Edition (2014) Florida Building Code Revised: tune 30, 2015 Permit Applicucion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction, value will be figured based on the current ICC.Valtiation 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. OW'NER'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. 150tA6 'NlT-Tl e Print Owriertggent's Name Si ap of Nota a of jy, PICltraflnQ Date NOTARY PUBLIC STATE OF FLORIDA Catmtt GG002896 Expires 6/15/2020 Owner/Agent is \./ Personally Known to Me or Prodtced [D Type of ID 1 , LLB •... 1—torfAgeneiDate Boucl NIP — Print Cont tor,'Agent's Name Sign a of Not of9leurlI&M. MOW" NOTARY PUBLIC STATE OF FLORIDA Ctx Vdt GG00208 Expires 6/15=20 Contractor/Agent is Personally Known to Nfe or Produced ED Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 1?r Electrical U vlechanical d Plumbing Gas Roof Construction Type: N/e:.' Occupancy Use: 7-' Flood Zone: .so Total Sq Ft of Bldg: Min. Occupancy Load: I`A # of Stories: 2- New Construction: Electric - # of Amps ISO Plumbing - # of Fixtures 1 $ Fire Sprinkler Permit: Yes No ff # of Heads Fire Alarm Permit: Yes No d APPROVALS: ZONLNG: liTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILD[NG: --1 3- t-% • 17 COM",WErTS: Revised: funs 30, 2015 Permit Application LOTTV d_. l n t: fir• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMITAPPLICATION Application No: I / q Documented Construction Value: S Pu:l Job Address: IMT Gil psmr Qgaf SafffVitt ;L 37#33 Historic District: Yes No 0 Parcel ID: p Residential 0 Commercial Type of Work: New N Addition Alteration Repair Demo Change of Lrse 1VIove Description of Work: Plan Review Contact Person: TA11i A 4?j C MyjyjA Title: r(7le t Codrdinah r Phone: L461- $ U V- TDI T Fax: Email: N&CE1' dW 1 M, S •Ctarrj Property Owner Information Name CNb- Re.A arI I LLC CTe=,, LL -) Phone: -41 - 3110• 33(o5 Street: 1111 V0. iPO4* OaL Road Resident of property? City, State Zip: bp%AS'tCt , -M :11-0s Contractor Information Name Phone: -Sabo Street: a 5 5. Wesamwr e Dd%2/ Swk 3ft) Fax: City, State Zip: Al± ty Ar-e ',,A0r1r%Q.S, TfL 3 lLt State License No.: tC 151 3 1 Architect/ Engineer Information Name: t\-i0C1, t:*S Atiin_a Phone: 401- (OS3 l 141-+ Street: _ r at S. W25 rnorc'ttp, tyAvet &Aae_ I Fax: Llb4 - 61S Iq>o City, St, Zip: Al+An.anjt11, penQ,s, FL, 6 L Ll E-mail: admin CO llnnntftCW5%Ah1,ng ,com Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT LIAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONE-NIE NCENIENT f IST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. LF YOU LrTEYD TO OBTALY FLYANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCENIENT. Application is h.-reby 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: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit 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 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 subnuttal. 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 Mused 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. Print —Ow— ne r tW aent's Name Signo r of Nota a of IftWiA. PICkMnq Date NOTARY PUBLIC STATE OF FLORIDA Ctxnrn# GG002896 Expires 6/15/2020 Owner/Agent is Personally Known to Me or Produced [D Type of ID Si natureofC ctorAgen Date I'-0t.4 jA TM4-i-e- Print Cant ior,'Agent'a i lame 1/an Sign a of Yo ofMaIi9M. PlCkerirt r%-.- NOTARY PUBLIC STATE OF FLORIDA Corttrn# OCi002898 Expires 6/15/2020 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plurbing Gas Roof r Construction Type: Occupancy Use: Total Sq Ft of Bldg: -lin. Occupancy Load: Flood Zone: _ x ! 5t: ATTACH EP of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # ofHeads APPROVALS: CO1VMr1ENTS: 1 1 ram` ENGINEERi_VG: -MT(-" v tb UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision City of Sanford Response to Comments JECEI!/ Building & Fire Prevention DivisionEPh: 407.688.5150 Fax: 407.688.5152 MAR 13 2017 Email: building@sanfordfl.gov Permit # "' S' 1 Submittal ate Project Address: Ali (-Zificle , RL 32a?-3 Contact: 10, C&AN-:1 Ph: un — Fax: Email : ±p ,c f!/r 6 dUl)M &Y C-1i 1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building s -i 67 REQUIRED INSPECTION SEQUENCE DAVED WEEKLEY HOMES SFR-DETACHED Permit # 17-514 Address: 2838 Gip er Circle BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING PERMIT" • ' E :: a::z Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-514 2838 Gipper Circle Type of Construction: V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 23561square feet I SQUARE FOOTAGE OF GARAGE ONLY: I 375 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 27311 square feet Dollar Valuation of Work: 285,139.28 State Fee: 87.49 Permit Fee 2,035.98 Application Fee: 25.00 Plan Review Fee: 855.42 Total Building Permit Fees: 3,003.89 Plumbing Fixture Calculation 17-514 2838 Gipper Circle 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- 514 Address: 2838 Gipper Circle 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: 2731 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 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: tcckering@dwhomes.com Property Address: 2838 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: Not available Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: AI 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) OFFICIAL USE ONLY 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 0 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# 17-514 Reviewed by: Michael Cash, CFM Date: March 13, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: &-' a0I I hereby name and appoint: `rain 1 Q kk i Lke6 0-4 an agent of: Jame 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): The specific ermit and application for work located at: A-33-S GigKr- Gird-e Strcet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF e The foregoing in rumen wa c l d before me this- .b day of U'J , 20(, by . who is b personally known to me or o who as pr duced . identification and who did (did no ake an oath. i S gM e Notary Seal) `` ( 6 Print or type n me 0;wv e, TAMMY LYNN BAIU ti Notary Public - State of F1p,„j,, Commission N GG 042385 o"P; My Comm. Expires Feb 24, 2021 Bonded through National Notary Assn. Rev. 08.12) Notary Public - State o / Commission No. My Commission Expires: 2 as 1 • 1Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & FtioR7oq Landscaping in Right -of -Way www.Sanfordfl.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 regulat?ons and the attached construction plans approved as part of this permit. The permits required for driveway or • sidewalk construction ever 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any wcrk within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the Dow what's below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before youdfa 1. Project Locatior/Address: AT6D (-n i elyi- 1 .t rc t e 2A, . FL- -13 2. Proposed Activity: LAW Driveway t) N Walkway Other: 3. Schedule cf V lark: Start Date "ft9-C T1 Completion Cate Emergency Repairs 4 Brief Description of Work: V Wa(k_ 40trft This application is submi Property Owner. Signature: _ Address: 4 dl7J. - W nTr A Phone: 40' -%tJS- _J-00 Fax: Print Name: A1+1 li Email: Maintenance Responsibilitiesllndemnification Tie Requestcr, and his successors and assigns, shall 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. Requestor may, with written Cl y aulhonzation, remove said installaticn(mprovement fully restoring he right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance ac:ivides by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the Oily of Sanford inscfar as such facilities are in the 'public right-of-way. If the Requestor does not continuously maintain the improvement and area In accordance wi:h previcusly stated criteria, or completely restore the right-of-way to its previous condition, the City shall, a-ler appropriate notice, restore the arse to its previous ccncition at the Requestor•s axpense and, if necessary, file 3 lien on the Raquestor' s propery to ecover casts of restoration. To the fullest extent permitted by law, Requestoragrees to defend, indemnify, and hold harmless the City, its counc,lpersons, agents, servants, or employ- ees ( aopointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, 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 read and undfjrsjand the above statement and by signing this application I agree to its terms. J111111111 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. Pre - pour Inspection by: Date: Official Use Only Application No: Fee- Cate: Reviewed:. Public Works Date: Utilities Date: Approved: Engineering Date: .. ` • Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use :rveway.pdf REQUEST FOR TUG & PR.EPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longrvoocl, Oviedo, Sanforcl, . Seminole County, Winter Springs Date: Da - Project Name: ReAQ MS PQ%0WC Project Address: a9'M Lipper C,ird-p— Building Permit /I: ,Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . This Tug/Pre-power application is valid only for one -and two-family dwellings.' 2. The facility will nut 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 du•ect 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 frorn the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction fi•om all such damages and costs, including attorney's fees. a. 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 l DO% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels ate 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 Iceys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. G. This TUG/Pre-power approval is valid for a maximum off80 days from date of approval. 7. [f provided, the fire spriWder 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 for fees associated with tugs. Fcuci N&Rl le J_-:utAe.5 Lel y\ a4w Print Name of O uer/Tenant Print N me of Ge . Contractor Print Name of . Contractor rgnatt • o Ownerrrenant Signat e of Gen, ontractor S' nature of El. Contractor CW571g6 I I---C()dua01 --9 Gen. Contractor License # EL Contractor License n JURISDICTION EiMPLOYEE NAME: i-MSDICTIOti: CALLED INTO: c: Progress Energy Florida Power and Li;ht on Rcv. 02/10ll1s) FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot23ReaganPointe7510CGRSW Builder Name: David Weekley Homes Street: 2838 Gipper Circle Permit Office: 5 4City, State, Zip: Sanford , FL , 32773 Permit Number: # - 1 LS;A,NFORD Owner: Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2875.9 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1414.50 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1102.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1390.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1390.00 ft2 6. Conditioned Floor area above grade (ft2) 2174 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= 11. Ducts R ft2 ft7. Windows(358.1 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U-Factor: Dbl, U=0.34 278.11 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 33.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.359 ft. Area Weighted Average SHGC: 0.329 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft2 None c. other (see details) R= 470.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.165 Total Proposed Modified Loads: 68.29 PASS TotalBaselineLoads: 71.99 1 hereby certify that the plans and specifications covered by Review of the plans and HE S747. this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance n„?'4"` AS with the Florida Energy Code. PREPARED BY: Before construction is completed a DATE: 0215 9017 this building will be inspected for compliance with Section 553.908 0 c tra I hereby certify that this building, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCode. WE J OWNER/ AGENT: BUILDING OFFICIAL: - DATE: DATE: 1 7 Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 Qn for whole house. 2/ 15/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot23Reagan Poi nte7510CGR Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2174 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2838 Gipper Circle 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 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 2174 19841.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 917 8528.1 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1257 11313 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 375 ft2 19 0.2 0 0.8 2 Floor Over Other Space 2nd Floor ---- ---- 787 ft2 0 0.3 0 0.7 3 Raised Floor 2nd Floor ---- ---- 95 ft2 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1st Floor 118 ft 0 917 ft2 0.5 0 0.5 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2291 ft2 362 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2174 ft2 N N 2/ 15/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1390 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space Fr In Area R-value Fraction Ahsnr Graria% 1 SE Exterior Frame - Wood 2nd Floor 19 48 7 9 0 437.3 ft2 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul 1 st Floor 7 27 7 9 4 257.4 ft2 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft' 0 0 0.6 0 5 NW Exterior Frame - Wood 2nd Floor 19 48 7 9 0 437.3 ft' 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul 1st Floor 7 43 7 9 4 406.8 ft' 0 0 0.6 0 7 NE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul 1st Floor 7 16 0 9 4 149.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1 st Floor 13 38 5 9 4 358.6 ft2 0 0.23 0.3 0 10 NW Exterior Concrete Block - Int Insul 1st Floor 7 5 0 9 4 46.7 ft2 0 0 0.6 0 11 NE Exterior Concrete Block - Int Insul 1 st Floor 7 14 0 9 4 130.7 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 39 3 8 24 ft' 2 Wood 1st Floor None 39 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.34 0.3 3.0 ft2 1 ft 4 in 1 ft 4 in None None 2 SE 1 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 SE 2 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 0 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 3 ft 8 in Drapes/blinds Exterior 5 5 SW 3 Vinyl Low-E Double Yes 0.34 0.3 36.0 ft' 1 ft 4 in 3 ft 8 in Drapes/blinds Exterior 5 6 NW 5 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 0 ft 10 in None Exterior 5 7 NW 6 Vinyl Low-E Double Yes 0.34 0.3 16.4 ft2 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 8 NE 7 Vinyl Low-E Double Yes 0.34 0.3 41.3 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 9 NE 8 Vinyl Low-E Double Yes 0.34 0.3 54.0 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 10 NW 10 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 0 ft 1 in None None 11 NE 11 Vinyl Low-E Double Yes 0.55 0.43 80.0 ft2 6 ft 8 in Oft 1 in Drapes/blinds None 2/15/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft2 375 ft2 39 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1653.4 90.77 170.71 .2606 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 33 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 33 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 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 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 6 434.8 ft Attic 108.7 ft Proposed On 2nd Floor --- cfm 130.4 cfm 0.06 0.50 1 1 2/15/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ] Jan Heatin[ Jan j Feb X] Feb Mar Mar Apr Apr Ma May[ X] Jun Jun X] Jul Jul X] AugX] Aug Se Sep j Oct Oct N Nov Nov Dec X Dec Ventin [ j Jan Feb X Mar X] A r Ma Jun Jul Au Se X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 2/15/2017 12:31 PM 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2838 Gipper Circle, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1414.50 ft2b. Concrete Block - Int Insul, Exterior R=7.0 1102.90 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1390.00 ft2 6. Conditioned floor area (ft2) 2174 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft a. U-Factor: Dbl, U=0.34 278.11 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 SHGC: SHGC=0.43 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 33.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.359 ft. Area Weighted Average SHGC: 0.329 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2EF: a. Electric 0.94 b. Floor Over Other Space R=0.0 787.00 ft2 b. Conservation features c. other (see details) R= 470.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:- Date: Address of New Home: p11% C7liQocr- C*6-C City/FL Zip: OF -tHE ST4 p 0 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. 2/15/2017 12:31 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot 23 Reagan Pointe 75... DE L-A I R Date: 12/29/2016 a'TM°'11MCIMIFI °"N0 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 24738 Btuh Entering coil DB: 76.1°F Outdoor design WB: 75.2°F Latent gain: 3594 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 28332 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1100 cfm Sensible capacity: 0 Btuh Latent capacity: 0 Btuh Total capacity: 0 Btuh Design Conditions Outdoor design DB: 40.90F Indoor design DB: 70.0°F Model: CH14Nl30360000l30+FB4CNP036L 0% of load 0% of load 0% of load SHR: Heat loss: 0% 24244 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B0+Fl34CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 136% of load Supplemental heat required: 0 Btuh Meets are all requirements of ACCA Manual S. Entering coil DB: 69.4°F Capacity balance: , 33 OF Economic balance: -99 OF 2017-Feb-15 12:36:10 wrightsoft` Right -Suite® Universal 2017 17 0 16 RSU24005 Page 1 A03K...eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces. SW 1' DEL -AIR Component Constructions Job: Lot 23 Reagan Pointe 75... P Date: 12/29/2016 eemt++a•ME12=mnxNo Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: David Weekley Homes Location: Orlando Sanford, FL, US Elevation: 56 ft, Latitude: 290N Outdoor: Heating Dry bulb (OF) 41 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) CoolingMoisture difference (gr/lb) 93 Infiltration: 17 ( M ) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain f2 BWh/R'--'F ft'-'FIBdh Bhrh/f2 Btuh Btuh/IP Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 228 0.068 19.0 1.98 452 1.49 341 fnsh, 2"x6" wood frm, 16" o.c. stud se 414 0.068 19.0 1.98 818 1.49 617 sw 218 0.068 19.0 1.98 432 1.49 326 nw, 405 0.068 19.0 1.98 802 1.49 605 all 1266 0.068 19.0 1.98 2504 1.49 1889 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 172 0.167 3.0 4.86 835 3.31 570 board int fnsh se 233 0.167 3.0 4.86 1130 3.31 771 sw 88 0.167 3.0 4.86 427 3.31 292 nw 415 0.167 3.0 4.86 2016 3.31 1375 all 907 0.167 3.0 4.86 4409 3.31 3008 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 337 0.091 13.0 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 42 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1 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, ne 54 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11 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, ne 54 0.340 0 118" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 6.67 ft overhang (6 ft window ht, 0.08 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, se 20 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1 It sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 3 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 24 0.340 0 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 It window ht, 11 ft sep.); 6.67 ft head ht wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 1 .. eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces- SW 2.65 893 1.47 495 9.89 412 22.5 934 9.89 534 22.5 1212 9.89 534 22.5 1212 9.89 198 19.5 390 9.89 30 14.7 44 9.89 237 27.1 650 2017-Feb-15 12:36:10 Page 1 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, sw 36 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 3.67 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, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 21 0.340 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 0.08 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, nw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board intfnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 20P-19t: Fir floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth 0 9.89 154 23.2 362 0 9.89 356 23.2 834 0 9.89 309 26.5 827 0 9.89 211 18.6 396 0 9.89 162 22.5 367 sw 24 0.390 0 n 21 0.390 0 all 45 0.390 0 1390 0.026 38.0 95 0.050 19.0 378 0.050 19.0 118 0.989 0 11.3 272 12.1 291 11.3 242 12.1 258 11.3 514 12.1 549 0.76 1052 1.42 1972 1.45 137 0.73 69 1.45 549 0.73 275 28.8 3396 0 0 so2017- Feb 15 12:age 2 AM Wrlhtft 9Right -Suite® Universal 2017 17.0.16 RSU24005 Page eaganPointe7510C\ Lot23ReaganPointe7510CGRSW rup Calc = MJ8 House faces. SW Pro ect Summa Job: Lot 23 Reagan Pointe 75... DEL -AIR ry Date: 12/29/2016 9Ei MO • •M 00141MM11111410 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone 407-831-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM Project Information For: David Weekley Homes Notes: LS by CA on 02.15.2017 Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21194 Btuh Structure 20493 Btuh Ducts 3050 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24244 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24738 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2938 Btuh Ducts 655 Btuh Central vent (0 cfm) 0 Btuh Heat* Conlin none) Area (ft2) 21 21 Equipment latent load 3594 Btuh Volume (ft') 21080 21080 Air changes/hour 0.41 0.21 Equipment total load 28332 Btuh Equiv. AVF (cfm) 144 74 Req. total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 470F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 33 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft9 2017-Feb-1512:36.10 Right -Suite® Universal 2017 17 0 16 RSU24005 Page 1 eaganPointe7510C%Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces. SW 2DEL-AIR Right-J® Worksheet AM CONDMAM Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone* 407-831-2665 Fax. 407-333-3853 Web. WWW.DEL-AIR.COM By: FJF 1 Room name Entire House Family 2 Exposed wall 275.0 ft 30.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 241.5 ft 5 Room area 2308.5 ft2 241.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2--'F) Btuh/ft2) or perimeter (ft) Btuh) or penmeter (ft) Bluh) Heal Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 270 228 452 341 0 0 0 0 L-- G 2A-2ov 13A- 3ocs 0. 340 0. 167 ne ne 9. 89 4. 86 22. 45 3. 31 42 280 0 172 412 835 934 570 0 131 0 77 0 372 0 254 2A- 2ov 0.340 ne 9.89 22.45 54 0 534 1212 0 0 0 0 11 2A-2ov 12E- 0sw 0. 340 0. 068 0. 340 ne se se 9. 89 1. 98 9. 89 22. 45 1. 49 19. 49 54 437 20 0 414 12 534 818 198 1212 617 390 54 0 0 0 0 0 534 0 0 1212 0 0 W Lj2A- 2ov 2B- 2fv 13A- 3ocs 0. 340 0. 167 se se 9. 89 4. 86 14. 69 3. 31 3 257 5 233 30 1130 44 771 0 0 0 0 0 0 0 0 WL 2B-2fv 12E- 0sw 2A- 2ov 0. 340 0. 068 0. 340 se sw sw 9. 89 1. 98 9. 89 27. 08 1. 49 23. 18 24 270 16 0 218 0 237 432 154 650 326 362 0 0 0 0 0 0 0 0 0 0 0 0 G W L _ D 2A- 2ov 13A- 3ocs 11 DO 0. 340 0. 167 0. 390 sw sw sw 9. 89 4. 86 11. 35 2318 3. 31 12. 11 36 112 24 0 88 24 356 427 272 834 292 291 0 0 0 0 0 0 0 0 0 0 0 0 W I_ C 12E- 0sw 2A- 2ov 0. 068 0. 340 nw nw 1. 98 9. 89 1. 49 26. 51 437 31 405 0 802 309 605 827 0 0 0 0 0 0 0 0 V/ I-- G it3A- 3ocs 10C- v 2A- 2ov 0. 167 0. 340 0. 340 nw nw nw 4. 86 9. 89 9. 89 3. 31 18. 56 22. 45 453 21 16 415 0 0 2016 211 162 1375 396 367 154 0 0 154 0 0 748 0 0 510 0 0 RI CD I1611 B 38ad0. 390 I0.026I n I 10. 6I 11.42 1390I 1390I 1052 1972I 0 0 01 0 CF 120P-19t I 0.050I I 1.45I 0.73I 378 378 549I 275I OI 0 OI 0 F I22A-tpl I I 0.9891 I I I I 28.781 I 0. 001 I 918I I 1181 I 3396I I OI I 2421 I 311 I 8781 I 0 I 6 c) AED excursion 0 181 Envelope loss/gain 16592 15485 2533 1796 12 a) Infiltration 4602 1458 521 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/ other 2400 0 Subtotal ( lines 6 to 13) 21194 20493 3053 2651 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21194 20493 3053 2651 15 Duct loads 14% 21% 3050 4246 10% 10% 305 265 Total room load 24244 24738 3359 2916 Air required (cfm) 1100 1100 152 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017- Feb-15 12.36.10 iakRight - Suite® Universal 2017 17.0.16 RSU24005 Page 1 eaganPointe7510C\ Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR Right-J® Worksheet AMCONM XM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM By: FJF 1 Room name Dining Kitchen 2 Exposed wall 34.0 ft 37.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heaYcool 4 Room dimensions 1.0 x 193.0 ft 1.0 x 444.8 ft 5 Room area 193.0 ft2 444.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft.) Load number Btuh/ft?'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 L_G 2A-2ov 13A-3ocs 2A-2ov 0.340 0.167 0.340 ne ne ne 9.89 4.86 9.89 22.45 3.31 22.45 0 149 54 0 95 0 0 463 534 0 316 1212 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2ov 12E-0sw 0.340 0.068 0.340 ne se se 9.89 1.98 9.89 22.45 1.49 19.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Et2A-2ov 213-2fv 13A-3ocs 0.340 0.167 se se 9.89 4.86 14.69 3.31 0 117 0 93 0 450 0 307 0 107 0 107 0 521 0 356W L-G 2B-2fv 0.340 se 9.89 27.08 24 0 237 650 0 0 0 0 V J 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W r r) 13A-3ocs 11150 0.167 0.390 sw sw 4.86 11.35 3.31 12.11 0 0 0 0 0 0 0 0 51 24 27 24 133 272 91 291 V I L_G 12E-0sw 2A-2ov 0.068 0.340 nw nw 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, 13A-3ocs 0.167 nw 4.86 3.31 51 30 146 99 191 175 850 580 4 10C-v 0.340 nw, 9.89 18.56 21 0 211 396 0 0 0 0G 2A-2ov 0.340 nw 9,89 22,45 0 0 0 0 16 0 162 367RAG12C-0 sw I-D 11DO I 0.390 I 10.76I 11.111 0 0 0 211 24221 258 C 16B-38ad n 0 21 F 20P-19t 0 01% 1.45I 0.731 0 OI OI 0 OI OI OI 0 F 122A-tpl II 0.9891 I 28.781 0.001 I 1931 341 I 9791 OI I 4451 381 I 10791 I 0 61 c) AED excursion 1 1 -217 64 Envelope loss/gain 3020 2764 4152 2373 12 a) Infiltration 581 184 640 203 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3601 3177 4793 3776 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3601 3177 4793 3776 15 Duct loads 10% 10% 360 318 10% 10% 479 378 Total room load 3961 3495 5272 4154 Air required (cfm) 180 155 239 1a5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr htsOft- 2017-Feb-1512:36.10 I&k Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW QEL-AIR Right-J® Worksheet NIHM.&'m""°'°m Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM By: FJF 1 Room name Powder Mstr Bthnn 2 Exposed wall 16.0 ft 23.0 ft 3 4 Room height Room dimensions 9.3 ft heat/cool 6.5 x 6.0 ft 9.0 ft heat/cool 1.0 x 134.0 ft 5 Room area 39.0 ft' 134.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ftMF) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12E-0sw 0.068 ne 198 1.49 0 0 0 0 108 108 214 161 11 L-G 2A-2ov 13A-3ocs 2A-2ov 2A-2ov 12E-0sw 2A-2ov 0 340 0.167 0.340 0.340 0.068 0.340 ne ne ne ne se se 9.89 4.86 989 9.89 1.98 989 22.45 3.31 22.45 22.45 149 19.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 0 0 0 96 0 0 0 0 0 190 0 0 0 0 0 143 0 11 W W 2B-2fv 13A-3ocs 0.340 0.167 se se 9.89 4.86 1469 3.31 0 33 0 33 0 159 0 108 3 0 3 0 30 0 44 0 L-G 2B-2fv 12E-0sw 2A-2ov 0.340 0.068 0 340 se sw sw 989 198 9.89 27.08 1.49 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W G I 2A-2ov 13A-3ocs 11 DO 0.340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 61 0 0 61 0 0 295 0 0 201 0 0 0 0 0 0 0 0 0 0 0 0 0 W L_D V/ L-(' 12E-0sw 2A-2ov 13A-3ocs 10C 2A-2o- v v 1 0.068 0.340 0.167 0.340 0.340 nw nw nw nw nw 1.98 9.89 4.86 9.89 9.89 1.49 26.51 3.31 18.56 22.45 0 0 56 0 0 0 0 56 0 0 0 0 272 0 0 0 0 186 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G L-G R I 16B-38ad 39010. II n ill35 7 1 1.42 I11DOOIOIOI0134 O 4I13I 101 0 0 D C F 0.050I 1.45I 0.73I OI OI OI 0 OI OI OI 0 F I2OP-19t 2OP- 19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F I22A-tpl I 0.9891 I I I 28.781 I 0. 00I I I 391 I I 161 I I 460I I I OI I I OI I OI I I OI I I 0 I I 6 c) AED excursion 37 16 Envelope loss/gain 1186 458 535 523 12 a) Infiltration b) Room ventilation 273 0 87 0 379 0 120 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1459 544 914 643 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1459 544 914 643 15 Duct loads 10% 10% 146 54 21% 31% 194 201 Total room load 1605 599 1108 843 Air required ( cfm) 73 27 50 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsotFt 2017-Feb-1512:36.10 ACC. k 9 Right - Suite® Universal 2017 17 0 16 RSU24005 Page 3 eaganPointe7510C1Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW 2' D'EL-AIR Right-J® Worksheet AIM Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web- WWW.DEL-AIR.COM By: FJF 1 Room name Mstr WC Mstr Bdnn 2 3 4 Exposed wall Room height Room dimensions 4.0 ft 9.0 ft heat/cool 4.0 x 6.0 ft 30.0 ft 9.0 ft heat/cool 1.0 x 237.5 ft 5 Room area 24.0 ft2 237.5 ft' Ty Construction LI-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft?'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 36 36 71 54 126 84 167 126 L_G 2A-2ov 13A-3ocs 2A-2ov 0.340 0.167 0.340 ne ne ne 989 4.86 9.89 22.45 3.31 22.45 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 412 0 0 934 0 0 11 2A-2ov 12E-0sw 0.340 0.068 0.340 ne se se 989 1.98 9.89 22.45 1.49 19.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Et2A-2ov 2B-2fv 13A-3ocs 0.340 0.167 se se 9.89 4.86 14.69 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W L_G 2B-2fv 2A-2ov 0.340 0.068 0.340 se sw sw 9.89 1.98 9.89 27.08 1.49 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T:t12E- 0sw 2A-2ov 13A-3ocs 11 DO 0.340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W r D V L-G 12E-0sw 2A-2ov 0.068 0.340 nw, nw 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 144 0 144 0 285 0 215 0 13A-3ocs 10C-v 0.167 0.340 0.340 nw, nw 4.86 9.89 9.89 3.31 18.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BC163ad 0.390 0.02III I 0. In12. 42I 0 4 I 4 I 238 23I 8I18001 337RB 11 I F12A-2ov 2OP- 19t 0.050 Inw, 1.45 I22.45 0. 73 I O I O I O I O I O I O 00 0 F 122A-tpl 0.9891 I I I 28781 I 0. 00I I OI I OI I OI I OI I OI OI I 01 I 0 I 6 c) AED excursion 7 102 Envelope loss/gain 89 81 1155 1566 12 a) Infiltration b) Room ventilation 66 0 21 0 494 0 157 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 1 230 600 Subtotal ( lines 6 to 13) 155 102 1649 2553 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 155 102 1649 2553 15 Duct loads 21% 31% 33 32 21% 31% 350 797 Total room load 188 133 2000 3350 Air required (cfm) 9 6 91 149 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsoft 2017-Feb-15 12:36.10 Right - Suite® Universal 2017 17.0.16 RSU24005 Page 4 eaganPointe751OC\ Lol23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW D'EL-AIR Right-J® Worksheet O'1111M Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM By: FJF 1 Room name Mstr WIC Utility 2 3 Exposed wall Room height 5.0 It 9.0 ft heat/cool 6.5 It 9.0 It heat/cool 4 Room dimensions 1.0 x 98.0 It 8.5 x 6.5 It 5 Room area 98.0 ft2 55.3 ft2 Ty Construction U-value Or HTM Area (ft2) load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 L--G 2A-2ov 13A-3ocs 2A-2ov 0.340 0.167 0.340 ne ne ne 9.89 4.86 9.89 22.45 3.31 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2ov 12E-0sw 2A-2ov 0.340 0.068 0.340 ne se se 9.89 1.98 9.89 22.45 1.49 19.49 0 45 0 0 45 0 0 89 0 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 2B-2fv 13A-3ocs 0.340 0.167 se se 989 4.86 14.69 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--G 2B-2fv 12E-0sw 2A-2ov 0.340 0.068 0.340 se sw sw 9.89 1.98 9.89 27.08 1.49 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1N C 2A-2ov 13A-3ocs 11 DO 0.340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W r D 1 12E-0sw 2A-2ov 0.068 0.340 nw, nw 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 59 0 59 0 116 0 87 0G V/ I--G 13A-3ocs 10C-v 2A-2ov, 0.167 0 340 0.340 nw, nw nw 4.86 9.89 9.89 3.31 18.56 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0RILGD1.47 11112DO16B38ad 0390inII0.026I 10.76I 11.42I 98 I 98I 74I 139I 55I 55I 42I 78C F 0.0501 0.73 0 0 OI 0 OI OI OI 0 F I20P-19t 2OP-19t I 0.050 I 1.45I 0.73 0 0 0 0 0 0 0 0 F I22A-tpl I I I I 0.9891 I I I I I I I I I 28.781 I I I I 0.001 I I I I OI I I I I OI I I I I OI I I I I OI I I I I I OI I I I I OI I I I I OI I I I I 0 I I I I 6 c) AED excursion 15 51 Envelope loss/gain 163 191 158 115 12 a) Infiltration b) Room ventilation 82 0 26 0 107 0 34 0 13 Internal gains: Occupants Q 230 Appliances/other 0 0 0 0 0 600 Subtotal (lines 6 to 13) 246 217 265 748 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 246 217 265 748 15 Duct loads 21% 31% 52 68 21% 31% 56 234 Total room load 298 285 321 982 Air required (cfm) 14 13 15 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft' Right -Suite® Universal 2017 17 0 16 RSU24005 2017-Feb-15 1 Page 5 eaganPointe7510C\Lot23ReaganPointe7510CGRSW rup Calc = MJ8 House faces: SW 9 DEL -AIR Right-JO Worksheet N°""''"m'"'n'°'° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone- 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 By: FJF 1 Room name Bdrm 2 Bthnn 2 2 3 4 Exposed wall Room height Room dimensions 14.0 It 9.0 ft heat/cool 1.0 x 170.8 ft 0 ft 9.0 ft heat/cool 10.0 x 5.5 ft 5 Room area 170.8 ft2 55.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2'F) Btu It') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 1--G 12E-0sw 2A-2ov 13A-3ocs 2A-2ov 0.068 0.340 0.167 0.340 ne ne ne ne 1.98 9.89 4.86 9.89 1.49 22.45 3.31 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2ov 12E-0sw 0.340 0.068 0.340 ne se se 9.89 1.98 9.89 22.45 1.49 19.49 0 126 20 0 106 6 0 210 198 0 158 390 0 0 0 0 0 0 0 0 0 0 0 0 W Lt2A-2ov W L--G C 2B-2fv 13A-3ocs 213-2fv 12E-0sw 2A-2ov 0.340 0.167 0.340 0.068 0.340 se se se sw sw 9.89 4.86 989 1.98 9.89 14.69 3.31 27.08 1.49 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 13A-3ocs 11DO 0.340 0.167 0 390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L-D W L-G 12E-0sw 2A-2ov 0.068 0.340 nw nw 1.98 9.89 149 26.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val C 13A-3ocs 10C-v 2A-2ov 0.167 0.340 0.340 nw nw nw 4.86 9.89 9.89 3 31 18.56 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RL CD 1111216B 38ad 0.390I0.026I n I 10. 6I 2. 11.42I 17 17 I 129I 242I SSI 55I 42I 78C F I2OP-19t 0.050 I 1.45 0.731 67 671 97I 49 521 521 76 38 F 122A-tpl I 0.989 I 28.781 O.00I I OI 01 OI OI OI OI OI 0 6 c) AED excursion 168 7 Envelope loss/gain 634 1007 118 109 12 a) Infiltration b) Room ventilation 231 0 73 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 865 1080 118 109 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 865 1080 118 109 15 Duct loads 21% 31% 1841 337 21% 31%1 251 34 Total room load 1048 1417 143 146Airrequired (cfm) 48 63 6 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsoft' 2017-Feb-1512.36-10 1. z ill- 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 6 eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW 1' DEL -AIR Right-J® Worksheet Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM By: FJF 1 Room name Bdnn 2 WIC Retreat 2 Exposed wall 3.0 ft 41.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 8.5 x 3.0 ft 1.0 x 368.3 ft 5 Room area 255 fN 368.3 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number Bluh/ft?'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 13A-3ocs 2A-2ov 0.340 0.167 0.340 ne ne ne 9.89 4.86 9.89 22.45 3.31 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 11 2A-2ov 12E-0sw 0.340 0.068 0.340 ne se se 9.89 1.98 9.89 22.45 1.49 1949 0 27 0 0 27 0 0 53 0 0 40 0 0 32 0 0 32 0 0 62 0 0 47 0Lt2A-2ov W L---G V/ 2B-2fv 13A-3ocs 2B-2fv 12E-Osw 2A-2ov 0 340 0.167 0.340 0.068 0.340 se se se sw sw 9.89 4.86 9.89 1.98 9.89 14.69 331 27.08 1.49 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104 16 0 0 0 88 0 0 0 0 174 154 0 0 0 131 362 L-' W rD 2A-2ov 13A-3ocs 11 DO 0.340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V G 12E-0sw 2A-2ov 0.068 0.340 nw, nw 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 234 31 203 0 401 309 303 827 C 13A-3ocs 10C-v 2A-2ov 0.167 0.340 0.340 nw nw nw 4.86 9.89 9.89 3.31 18.56 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q CD 1.47 161338ad I 0.026I I 10. 6I 11.42 Z6I 26I 19I 36I 368I 368I 279I 522C 1.45 17 25 13 F 2OP-19t I 0.050I I 1.45I 0.73I 26I 26I 37I 19I 17 25 12 F I22A-tpl I I I I I 0.9891 I I I I I I I I I I I 28.78I I I I I 0.00I I I I I I I OI I I I I I I OI I I I I I I OI I I I I I I OI I I I I I I OI I I I I I I OI I I I I I I 0 I I I I I I 0 I I I I I 6 c) AED excursion 7 1271 Envelope loss/gain 110 88 1429 2488 12 a) Infiltration 49 16 675 214 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 159 104 2105 2702 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 159 104 2105 2702 15 Duct loads 21% 31% 34 32 21% 31% 447 844 Total room load F193 136 2552 3546 Air required (cfm) 9 6 116 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr F tsoft 2017-Feb-1512.36.10 l Right-Suitem Universal 2017 17.0 16 RSU24005 Page 7 eaganPointe751OC\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces. SW 2 DEL -AIR Right-J® WorksheetDEL Entire House Job: Lot 23 Reagan Pointe 7510 ... Date: 12/29/2016 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone* 407-831-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM By: FJF 1 Room name Bdrm 3 WIC Bdnn 3 2 Exposed wall 4.5 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 1.0 x 186.0 ft 5 Room area 36.0 ft' 186.0 ft' Ty Construction UI-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft?'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L_G 12E-0sw 2A-2ov 13A-3ocs 2A-2ov 0.068 0.340 0.167 0.340 ne ne ne ne 198 9.89 4.86 989 1.49 22.45 3.31 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2ov 12E-0sw 2A-2ov 0.340 0.068 0 340 ne se se 9.89 1.98 9.89 22.45 1.49 19.49 0 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 108 0 0 214 0 0 161 0 W 2B-2fv 13A-3ocs 0.340 0.167 se se 9.89 4.86 14.69 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 1----G 2B-2fv 12E-0sw 2A-2ov 0.340 0.068 0.340 se sw sw 9.89 1.98 9.89 27.08 1.49 23.18 0 41 0 0 41 0 0 80 0 0 60 0 0 126 0 0 90 0 0 178 0 0 134 0 V r C 2A-2ov 13A-3ocs 11DO 0.340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12.11 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 356 0 0 834 0 0 W LD V/ L_' 12E-0sw 2A-2ov 0.068 0.340 nw nw 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ I-G 13A-3ocs 10C-v 2A-2ov 0.167 0.340 0.340 nw nw nw 4.86 9.89 9.89 331 18.56 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-G sw C 1?DO 16B-38ad I 0.06 n I 10 6 1111.42I 36I 36I 277I 51I 186I 1801 140I 260 1.45 01 01FI20P-19t I 0.050I I 1.45 0.73 I 32I 32I 477I 23 184I 184 268 I 134 F i 22A-tpl i 0.9891 1 28. 78I 0. 001 01 01 01 01 01 I 01 01 0 6 c) AED excursion 10 275 Envelope loss/gain 154 125 1156 1803 12 a) Infiltration 74 23 428 136 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 228 148 1585 1939 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 228 148 1585 1939 15 Duct loads 21% 31% 48 46 21% 31% 336 606 Total room load 276 194 1921 2544 Air required (cfm) 13 9 87 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2017-Feb-15 12 36 10 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 8 eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Duct System Summary Job: Lot 23 Reagan Pointe 75... Date: 12/29/2016 HUM0 • AM CNIt1RdNNo Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM For: David Weekley Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.173 in/ 100ft 1100 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.173 i n/ 100ft 1100 cfm 139 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1417 48 63 0.231 6.0 Ox0 VIFx 18.8 85.0 st2 Bdrm 2 WIC h 193 9 6 0.225 4.0 Ox0 VIFx 21.7 85.0 st2 Bdrm 3 c 2544 87 113 0.221 6.0 Ox0 VIFx 23.8 85.0 st2 Bdrm 3 WIC h 276 13 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 st2 Bthrm 2 h 143 6 6 0.244 4.0 Ox0 VIFx 13.2 85.0 st2 Dining h 3961 180 155 0.184 8.0 Ox 0 VIFx 35.2 95.0 SO Family h 3359 152 130 0.185 9.0 Ox 0 VIFx 35.1 95.0 SO Kitchen h 5272 239 185 0.196 8.0 OX 0 VIFX 27.4 95.0 SO Mstr Bdrm c 3350 91 149 0.192 7.0 Ox 0 VIFx 24.9 100.0 st3 Mstr Bthrm h 1108 50 38 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 Mstr WC h 188 9 6 0.186 4.0 OX 0 VIFx 28.9 100.0 st3 Mstr WIC h 298 14 13 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 Powder h 1605 73 27 0.173 5.0 OX 0 VIFx 43.7 95.0 st1 Retreat c 3546 116 158 0.234 7.0 Ox0 VIFx 17.7 85.0 st2 Utility c 982 15 44 0.239 4.0 Ox 0 VIFx 15.2 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 163 205 0.183 464 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 456 604 0.183 769 12.0 0 x 0 VinlFlx st1 Peak AVF 644 496 0.173 603 14.0 0 x 0 VinlFlx 2017-Feb-15 12:36.11 wrightsoft` Right -Suite® Universal 2017 17 0 16 RSU24005 Page 1 ACCA...eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces: SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox0 1100 1100 0 0 0 0 Ox 0 VIFx wrightSoft` Right -Suite® Universal 2017 17.0 16 RSU24005 9M eaganPointe7510C\Lot23ReaganPointe7510CGRSW.rup Calc = MJ8 House faces. SW 2017-Feb-15 12.36:11 Page 2 PLOT PLAN LEGAL DESCRIPTION: RECORD COPY LOT 23, PROPOSED PLAT OF REAGAN POINTE, 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. CERTIFIED TO: DAVID WEEKLEY HOMES d 2838 Gipper Circle r= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 3214 sq ft (100%) Impervious Area= 1885 sq ft (0.59%b) Pervious Area= 1329 sq ft (0.41 %) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan C16 R=80.00'(P) L=4.25'(P) 0=03°02'36"(P) Chord Bearing= N 33000'11" W 4.25'(P) C17 R=80.00'(P) L=30.71'(P) A=21 °59'35"(P) Chord Bearing= N 20029'06" W 30.52'(P) im P.C. located on Lot 22 e uem ltmnolo e Wens eunidrtp C ate Count PMA GardGardenern O& Or a d ad, oo0Y.' I O O OJIM Bras..axe U 2838 GIPPER CIRCLE SANFORD, FLORIDA 32773 P 1"7- 51L4 ZONING & - CJB-AT- Shatit, sir- N Ok lb consii,, , S; \e. WN VtU llk4o Spa Q,( la iMe2rJio S arc;koum . W E S L1 S 77010'44" W 28.10'(P) N.R. L2 ° re e51 S 34e31'12" E 40.00'(P) 1510`r Lot 22 Job a c. O` 70^0il O . G d •+ Lp 1 ,.:\•.::. Lod Lp L$; - :;: S Lot 24 o. CD Ln o CD U1 O I This is NOT a Boundary Survey 7 p1 N F Graphic Scale I61 10' 2 ' ao' Scale: 1 "=20' Field Date: 2/14/2017 Date Completed:yt4/20t7 Drawn By: M.C. File Number:IS-34731 PP Legend- C CalculatedPC Point of Curvature Cantedine Pg. - Page B Concrete Block PI - Point of Intersection CM Concrete Monument FOB - Point of Beginning Conc. Concrete P.O L - Point on Una D Description PP - Power Pde DE Drainage Easement PRM - Permanent Hot.. tits Esml. Easement Monument F. E.M A - Fetleral Emergency Pr - Point of Iongertry Management Agency R - Radius FFE Finished Floor Elevation Rod - Radial Fnd Found R&C - Reber d Cap IP Iron Pipe Rea - Recovered L Length (Arc) Rid - Roofed M Measured Set - Set 'A' Rebar d N& D Nall & Disk Robot Cap 'LB 7023' N R. Non-Radlal T yp - Typical ORB Official Records Book UE - Utility Easamerd P Plat WM - Weter Meter P.B. Plat Book A - Della (Central Angle) o- Wood Fence 0- - Chain Link Fence TOW - Top of Wall BOW - Bottom of Wall N.R. - Non -Radial NOTES Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Ovedaps and/or Hiatus Subject to any Easements and/or Restrictions of Record. Bmnng bans shown hereon, is Assumed and Based upon the Line Denoted with a'BB-. Buildmg Tres ate NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined Roof Overhangs, Underground Utilities and/or Footefs have NOT been located UNLESS otherwise noted Septic Tanks and/of Dmnrield locations are approximate and MUST be verified by appropriate Utility Location Companies Use of This Survey for Purposes other than Intended, Without Written verification, will be at the User's Sole Risk and without Liability to the Surveyor Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST. PROPOSED DRIVEWAY CROSSES 5' UTILITY EASEMENT. a and Correct to the Bast at my Knowledge and Belief as recently Sume for my Direction on the Date Shawn. Based on Information furnished to Noted and Conforms to the Stondords of Practice for Lond Sul he State of Florida In accordance with Chapter 5U-17 052 Florida minlstrativo Codes, Pursuant tp,§jp&1bn e72,Q27 Florida Statutes. Patrick K. Irelan-,.RioI?8 6637 LB 762: This Survey is intend 11 Y J w use of Said Certified Parties. This Survey NOT VALID UNL and Embossed with Surveyors Seid. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying. com Office407.678. 3366 Fax407.320.8165 2 4' SAN sewer, FReO,gar'1"5 VTR I I i2. AAV 3'SA'N up to End PLoor- P,cDiK-1-te LO-t 23 i W r 0 d 0 RECORD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry 1500 VA total 11,022 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2807 VA total 5807 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 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes_ Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 f 3.0' TON V/8KV 2240V 1PH 18x13 pten 22x14 rad platform by bldr sccle QLB'=P0' H12NEYWELL 2 ZONE DAMPER SYSTEM 14Z221K m ARDI4TZ ARDI2TZ O CPRD10 DATS C7735A 1000 2- TH632OU1000DAG O TH632GUIODODAG 40va trans Transfer ducts/grllle: compliance with Florida F 8ullding Cade — M1602.4 Return Air, exceptions 1- must provide unrestrici undercut on doors to 94 SORT InI r,a•9s s, elr o' 14x8 1w cd FAMILY I55 e. ;=Q x•o' L U;1: j LCOPM t b VEflT 144 lwcd 130 1859/ H 1 8 iw REtc. O L a r GUAMML. I 36' 1uGH N 4 , . ..... ; ti• .. • 2d tF IW1DAlult^ a M VIA1L J IS' IT. PEROQ P b i 4 S to# r 2CA o 16 x12,, GARAGE GKIiII!f2 19* t I ENTRY ne b PW R r=z I T bath duct elidd F% I nR CRIE AM i to roof,cap I w/f an i .94SFM Nutone- 696RNB i— FRAMSMS EO. TO CCUM1 M1 UM 1%ll D— i 12'S0W00D,COlUW"YP.) z i1 1D'• T 1Q:R Ili te•r ir•n- 9Gi•7 19cl ,Atr Heating; Air Conditioninq & %e frigeratlon,lhc, 931 Codlsco Way l Sanford f1, 32771 Phone 407-831-2665 Fax; 407-357-5895 1'-1 ' t•- .1-T c' rA z mC) 3' bath duct c !n O to roof cap m rr- o Nutone 696RNB 3 NC3 n 3 p M pm P 3n rno d (n s rn 31641 M 1 P i0 3Z s sP Q dk a rn h k N Co no. Q. 13 Q 17 61 P a+ I t s 0 P C o 30 52 SH a<o- 5•: 7-Ir 2' i4=ltr tQ•tr v o` Transfer ducts/grlties sized In compllnncd with Florida Resldentlal Building - Code _ M1602.4 Balanced Return Air, exceptions 1-3, Builder Must: ,provide unrestricted 'I, Inch Q undercut on doors to habitable rooms. O BUILDER: David Weekley Homes REVISIONS Mel Air PLAN 7510' C GRSW DATE BY• Heating, Air ConAjoninq & refrigeratibriAnc, LOT' 23" 2;15.2.017 CA 531 Cocilsco Wa4 SUBDIVISION Reagan Pointe ---- Sanford FI, 3277f DATE: 12,30,2016 ---- -- phone; 407-851-2665 DRAWN BY: F JF ---- — i'ax, 07 333-3853 t e OWNER'S •• a xw • MINER'S BATH •.4:e= RETREAT lwcd '1 1S-_t410x06 4' dryer- duct c N b 0• •r.• • to roof cap 2b b I w/dryer. vent box C-1VFSi iax 12 b INcd gi axis «t-e LL 2 m N u,px4 _ b • BEDRM 2 SX4 OAYF.Fi VpliLlyhtd • 1Nfiu R00F •IOx6 [wcd t` t i' Y V Y 1:lMY.v1"'nvA...:A: Mw'f:.: /.1!!•.51'.:YAS ' G l WAIL . N c '6:c4b lwcd b t' f• J _ _ It K 11 6 - - - ^BEORM 3 10zb Iwcd lS il5 b f2 c6 ji od I ,4' 260 R.ET RECORD COPY 17-514'= o\ONG SANE pFtD OFPAR-R3 RECORD COPY This document has been electronicalty signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 P H Florida Engineering Certificate of Authorization Number: 0 27 \ .•'; ........ r^ Florida Certificate of Product Approval # FL1999 Page 1 of I Document ID:1 VYB408-Z1613112607 Truss Fabricator: Accu-Spin Truss Company lob Identification: 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Truss Count: 38 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TP I -2007 (STD) Engineering Software: Alpine Software,Version 15.01. Structural Engineer of Record: The identity of the structural FOR did not Address: the seal date per section 61G15-31.003(5a) Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed No.70861 t Reagan oint'v $A§rfPE-F!0954 10 C ELEV. -E v OR 10'f` exist as of of the FAC 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 conponent drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: STRBRIBR-14030EC1-GBLLETIN-14015EC1-RIGINSRT- Ref Description Drawin # Date 1 41911--F01 17044AOS 02/13/17 2 41912-402 17044AOL 02/13/17 3 41913-402A 17044AOG 02/13/17 4 41914-403 17044AOJ 02/13/17 5 41915-404 17044AOI 02/13/17 6 41916-405 17044AO7 02/13/17 7 41917-406 17044AON 02/13/17 8 41918-407 17044AOH 02/13/17 9 41919-408 17044AOY 02/13/17 10 41920-409 17044AOS 02/13/17 11 41921-410 17044AOP 02/13/17 12 41922-411 17044AOD 02/13/17 13 41923-412 17044AOE 02/13/17 14 41924-413 17044AOF 02/13/17 15 41925-414 17044AOK 02/13/17 16 41926--FA 17044AOI 02/13/17 17 41927-401 17044A16 02/13/17 18 41928--AO3 17044A15 02/13/17 19 41929-404 1704014 02/13/17 20 41930-405 17044A13 02/13/17 21 41931-406 17044AO6 02/13/17 22 41932-406A 17044AOT 02/13/17 23 41933-401 17044AOZ 02/13/17 24 41934--BO2 17044AOQ 02/13/17 25 41935--BO2A 17044AOV 02/13/17 26 41936--BO3 17044AOU 02/13/17 27 41937--BO4 17044AOX 02/13/17 28 41938--001 17044AOR 02/13/17 29 41939--CO2 17044Al2 02/13/17 30 41940--FG1 17044A11 02/13/17 31 41941--FG2 17044AOO 02/13/17 32 41942--JG1 17044AOV 02/13/17 33 41943--JG2 17044A10 02/13/17 02/13/2017 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite ISO Orlando FL, 32837 Ref Description Drawin # Date 34 41944--EJ7 17044AOB 02/13/17 35 41945--CJ1 17044AOA 02/13/17 36 41946--CJ3 17044AO9 02/13/17 37 41947--CJ5 1704008 02/13/17 38 41948-4J7 17044AOC 02/13/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b439-/7b10 U LLLV. -UAVIU WLLKLY -- Lot ZJ Keagan Pointe bAN1'UKU, YL - fU-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. 1X3(R)= i 0-8-0 1X3(R)= 3X4!m 3X4= 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. 1-4 Over 2 Supports R=306 W=7.25" R=146 PLF W=9-2-0 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNINGI•• READ AND FOLLON ALL IRTTES OR THIS DRARIN61 IRF("MT•• nI015H THIS DINIIID TO Au CONTRACTORS IRCLIDIND 71¢ 116TALLER3. Tr uar+ rpulr• • cra_ ur• m rrrluUnq. Mro Urq. and pplrq, n uIl Irq +ne err lrp. R. r.r to M I+c•+c •elcl•n or RCSI IWIIOIrp Coap•rrnc Sr•tY In reraacl m, by>T.1 ana RCA) r r ++r•cy practl ar11oUnl»> e par ror lrq ws• n..au ona. Inacall•r> anal .roal0. trpor.ry b ac up p•r ICS1. ro top chor0 +Ml n+a• Properly • M +[r.tc r•1 +M nlrp •rM bona. c • properlyrnp.raammcal.t•r•1+rrlglecallnq.l Localona Lvn ac l,p IMc•I leerlitlhp•alc.mm cb IIWf•cclon+ Qa RT>' inRlq. Apply plat.+ .. uro. nc• eov an tM Jolnc 0.c.11+, ,n •++ rot•q otn•r.1+•. R•r•r t. er wlrpa IfOA-z roraac laare .la• po+l clone. t boruA1plro. • M ID Rul Inlnq C ve.. . Orotp Inc. + +ll ro r•1 blo f +^Y a.a rO7Ora>Irq, anYlfallur• co Walla c • r In cmforar.c• .IchnANsl/TPI I.or for hrWllrq. Nlpp lrq. AN rrW CDMAWY In+c.n.0 an A ar.cl,q or v..... wl .n NI. Nlrrinp ar b.Y.r A.qa I I.clnq "I. or—", IMlbac.. am.Rc 81' pr.rr.l.nal-Mlrwr.rh r..p.r lbl I ICY rl•IY rar W MI/l . Tr ... —, 11cY arra w .r NI. ar lrq ror ary .Vltecura la 2400 Like Orzlm DT SNIT! ISO r..t> 1b...ty of tz.. WIIJIrq q..lgrrr . r A61/T I 1 Sc.x. Wando, FL I2SJT F•r a Inr — .— »> cnl+ Job q•n•ral ro . pro. • tlr•a• vb l%l y.cFLCO, t 278 LL NNE: .•a..I PIMIc..cu TPI: ... •rq, RG: .... ICC r., erq 7.Ti1131•a Oii1'i_ QT) 0.708 1 8 T O +Q 4 .., ONA, r,`' LN t Im H. Krick Lic. Number 1 FL/-/5/-/-/R/- TC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 i 61SPAC I NG 24.0" Scale=.5"/Ft. REF R408-- 41911 DATE 02/13/17 D RW HCUSR408 17044A05 HC-ENG SCN/WHK SEQN- 739197 FROM TH JREF- 1VYB408_Z16 02/13/2017 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - F02 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" 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 11] W3X10 3.50 L 1.25 16] W3X8 2.50 R 1.25 17] W4X4 1.75 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 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. Webs are square cut except db1 diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 5-4-8 24" 24" 12-6-0 _I r- 8-0- 3X6= 2X4I[] 3X4= 3X6= 2X4III 3X10= W=3X4= 4X4[17]= 3X4= 3X8= 1X3(R)= 0 8 0 T2 0-8t-0 T T 1 10-0-0 W=3X4= Bz 1X3(R)= 3X4= 3X4= 3X10[11]= 3X4(R)III 3X8= 3X6= 3X8[16]= 1X3(R)= 1X3(R)= 18-7_` _ I 29-10-8 Over 3 Supports R=596 W=7.25" R=1812 W=6" R=952 W=7.25" Note: All Plates Are PLT TYP. Wave 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /O 0 15 H. % 6° TY:2 FL/-/5/-/-/R/- Scale=.25"/Ft. WtN INGI•• NEAG AND FOLLON ALL NOTES ON THIS GRANINGI IIrORTAfT•• FUNNI91 THIS ONANING To ALL CONTNACTOM INMW ING THE INSTALLERS. TIC LL 40. 0 PSF REF R408 - - 41912 AN mW COMPANY zaooLike om91Dr.SIGIrIso Orlmdo. FL 32837 FL COA 80278 T-, r"1r.. t ... .r. ,n r.•r ca,ro` n.rol, . t ro w . Tiro. A.r.r t •II 1 Lt.a ,t Pn :r'NCS'`(w,I.,ro c>.P.+n :.ra,n°. °.°°: nyyT:'.,a .,.>' r .ray Pr•ct Pr, • o. Z08 - p• r ror•I,y U•>. r =%I l•r, ,n•11 pr—, tl• c=o y • .c u.R p 1 IICSI. r•Un1 oa ro tn rtl . ' , • °roa'r -. n...`r ` t„ 'n° n.,' n > °r'°'r:y ' r, G,u •1 u,p L«.0 ma `Fo—r•.,rnc":e.: •ro •I nt :r`wo aroi,:,,'h.r. or::Irp Imc•11•tl` 5 ono,,, ua eT. oa.. eio.., • PPI,o•C.•. APP,y P'Cr . 'n r•ou of !or ,c. q• p.- .> >nwn . Oov. o s S T O • JolnlD•t.11,. unl.•• rot•tl otn r•1,• R•f•r to ..I,p, 160A-Z rtl P . po•Itlm,. AIP. n.. . , •r .Tr w„tliro cPRP,,. , Grow Iro n•II rot oP .,Pan,ibl, r •„y tlw,.t,Pn fr , ( ,f IZ: •ny f•11ur. . ul.,e.,..:. trm, In cmror•.ro. I h AxSVt I 1. o ror n. W. >n,ppinR, •4^l 1 .•. •I' a.,, a,•.• A or•tl, f t AC ! to I• .r Iro •r e.•.r .•p• nslro ilJ• .rwlro. nriea.. •r++It•t• Pr vrors•I,MI •rollr•rlrp ••••••• G r.• p 1•INI11 cy .•1•Iy r•r tl.• .••,- •cam,. Tr •"I tI I lq •M w •f NI• •r lro ror rry •ert4Cur• ,• p.n•I.,,Ity.r u. wII.Iro G..Ip•r P.r ANSImI , S.P.:. 4 S L For ter. inror..ci on ,.. tm. jo• . R• . P.R• .ro c ..• ALPINE. .... • IP„•oi v.cro, T I .cP, o g. r,u .... try . ICC'.. •r, illiam H. Krick Lic. Number 70 TC DL BC DL BC LL TOT. LD. 10. 0 PSF 5. 0 PSF 0. 0 PSF 55. 0 PSF DATE 02/13/17 DRW HcusR4os 17044AOL HC- ENG KD/WHK SEQN- 736772 DUR. FAC. 1.00 FROM TH 6ISPAC I NG 24 . 0" JREF- 1 VYB408 Z16 02/ 13/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 1 DIMFNSIONSI SuRuirrrn RY TRUSS UP 15439-/7b1D U ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - F02A Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T5 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 :W10, W20 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 15.12 TC- From 50 plf at 15.12 to 50 plf at 29.63 TC- 25.85 lb Conc. Load at 15.12,17.12,19.12,21.12 23.12,25.12,27.12,29.12,29.60 Truss must be installed as shown with top chord up. 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. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -2078# MAX. (See below) from a non -wind load case requires uplift connection. 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 12] W4X10 2.75 L 1.25 23] W4X6 4.25 R 2.75 25] W3X10 4.50 R 1.25 26] W6X10 5.75 R 2.75 5-4-8 24" I 22-6- F 3X6= 1X3III 8X14= W=H0312= 2X4III W=3X4= 3X6 DI 5X8= 4X6[23]= 3X610 1X3(R) 1 X3111 3X6= 1 X3111 1 X3111 3X4= 3X4= 0-8-0 10 T5 0- 0 W20 X3(R) 10-0-0 1X3 R)= 3X4= 3X4= 3X4= 4X10[12]= 4X12= 3X6 W=H0312= 3X6111 6X10[26]= 1 X3 (R)= W=3X4= 3X10[25]= 4X10= lE 11-3-4 alE 18-7-4 I L 12-1-8 I 8-0-0 12-0-0 1 7-7-8 0 i-8 9-10-8 Over 3 Supports R=531 W=7.25" R=1409/-1567 W=6" R=572/-2078 W=7.25" mlmrulrrrry„ y, Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15 1.• 4,. f'% QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNINGI•• READ AND FOUDA ALL NATES ON THIS MMING1 IIII'MART•• FURNISH THIS DRANING TO ALL WrtRACIRRS INCLUDING I II6TALlERS. LC TC LL 40.0 PSF REF R408 - - 41913 T ru..,:c.r. .nl ppl np, n t.l l rq —d a .clW. R`ror to .Mol l IUon of NCSI (Nul ldlnp Copan t S.f. y Inror.a1:1. PrTPI .nd .TCAl r . y pr 1 0. 7.08 1 ' roUn TC DL 10.0 PSF DATE 02/13/171, gi.•p. rfor, l,q tn. , luneclona. In,c.11.r, ,n.11 Prw la. .ry p .clop p.r NCSI , m p. cn.r. .n.l l n:.. pr.p.rl'ntt.cn« .tr t r.l .n. tnl p .n, w . .I I n.... pr.p. rlpl, olllrq. 1,tlm, for p.r..n.nt"Ia.r.l•...... Int .f`wp,`Nd Ln.r. Dr.c lrp Im[aIY.0 BC DL 5.0 PSF DRW HcusRaos 17044AOG 111r 1' L— lJ I1 oct , .]. .T .r , D. •:, ,Pp 11c.Olo. Apply Pl.t., t..sn f.ca `r tru, C J.Int O.t.II,. 1. opt« al..r.L.. R.I., to dralrp, IWAd r.r : .fd pla. p..Itlm,. T O Q; BC LL 0.0 PSF HC-ENG SCN/WHK 4 L! AN rrWCOMAkW AlA 1pin.. . dlv l,an .r IT• Nun Idbq Co wvn , croup Int. ,n.lI m m ras,Oslel. for .ny d Itlon I dral , .ny fa lur. co build — crm. In con roru,c. .I to ANSI /TPI 1. .r for nugll,p, .nlpp l,p, In,t.11.tlon ..r.t„ .f tr,., y : (, TOT. LD. 55.0 PSF SEQN- 739204 1 an tr,l, or lnp ,r Cp..r R,N, I l,tl,g "is droolnO. Iti le,t., ,ewRt.rl„ RT Rr,T,,,Iwul ,taOln„fl r..p lYl I Ity „I.ly T,r sn. d.,l ,Iw . Tlr ,ul wl l icy ..d .« .T to l..r lnp for .,, 1....• EN DUR FACC 2aooLAleOt EeD Y I Odtlldo, FL 32837 r„p lblllty .f trr N..l.=M a,lpwr M ANSIrnI 1 Sc.2. For odr. Infarotlm .« tnh I/O L . t•Ir.Nf 1.00 FROM TH 6ISPAC I NG 24.011 JREF- 1VYB408 Z16FLCOAID273 ob p.,rra —to. p.p. . Uo. ab .IG : ALPINE: .....lp,n.lt—do, TPI ,tpin.t .gip. RICAA: ,y.c . ICC: .w. .rp illiam H. Krick Lic. Number 70 02/ 13/2017 I,4J,-//3IU L LLLV. -OHVIO "LLMLT -- LOL LJ Keagan roinLe JNwrUKU, rL - ruJ 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 Negative reaction(s) of -237# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 T 13-5-0 3X4= 1X3(R)= 3X4= 3X8[81= 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. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W3X8 4.25 L 1.25 111 W3X8 3.50 L 1.25 181 W3X6 2.50 R 1.25 191 W3X6 3.25 R 1.25 211 W3X6 2.75 R 1.25 3X4= W=3X4= 1X3(R)= 3X10= 3X8[111= 3X4= 24" 1 8-1 I d';5 5-3-4 >1E 16-10- Le 22-1-10 Over 3 Supports R=211/-237 W=7.25" R=1623 W=8" 3X4= 3X6[191= 2X4III JADL10J= JAD Lc 11= R=818 H=H1 10 10-0-0 T Note: All Plates Are 1 X3 Except As Shown. pu/Ilniwy,hl Design Crit: FBC2014Res/TPI-2007(STD) M H. [."'41, PLT TYP. Wave FT/RT=O% O% /0 0 15 .• 4a[>(7} '' 0TY:6 FL/-/5/-/-/R/- Scale=.3125"/Ft. IEPWIUM• F I TMIISp0FMIIlG. TO ALLAMFMLMALL RprEtOrr ACTMON I IM T1. IMALLERS. r jF ••• L' TC LL 40.0 PSF REF R408-- 41914 Trv>•.• r:2 1r. • m .r. In rtlrlc.tlrgc n.M[Inp, >nlppinp, In t.11 l .,tl Orr „q. R,r,r to fel l w : RCSI`c.ull° co•vn.^ 5. • y Inrpr.alon, cy'Trl -CA> r.r .r.ty pr.otl • pr o, 7.08 1 TC DL 1 0.0 PSF DATE 02 / 1 3 / 1 7 o p.rror•Inp c In>t.I1— >n I pr_1.. c...por.ry o .c1, , p.r eCS1. un b.> _ S top cnoro h—rprop•r1Y .Ct.cM. •tr,cc r.l ,M.chlnp .np tq tt_ c—d n.11 n • properly . r1pl. c.11i "nLoc.t1_ vb.,. rpr p.r•.n.nt"1.t.r.I .1nt • sn.11'n.v. r-1- In,t.11 BC DL 5.0 PSF DRW HCUSR408 17044AOJ A- c[_, eJ. eT"r el0..o .ppl lctll.. Apply pLL. to :cn r.cv r•_ : r — rd p..nl b .,.. S 0 . rl gin• ,.1nt oa.Il,, rot11 t..r_Inp, ,BOA4 r' a...r. pla. p•.1tlm,. @ BC LL 0.0 PSF HC-ENG KD/WHKAIp1 _, . m 1 on or I1• Wnpuq L•oR•Iyn s Gr•tp Ine. ,n.11 ,wt to raspan,l•I• for •ny .pY utlw, I> r_Irp. .ny slur, t• toll. the tr.,, 11 conr•r_,c..Ith ANSI,T.1 ,. •r ror n.r,oll,q. M1pp1n,. •. A •,, \ TOT. LD. 55.0 PSF SEQN— 736751ANrrWCOMPANY nu.n.clon • nr.v uq •r cr.n.•.. •••• I •n "I..r_Inp •r c y.r Rep• I lathe f I• .r_Inp. In.Ic•C•..w.P— •r pr r—l—I •epin••rl n •• ••• c- r.ys l.l l lcy •.1•Iy f.r w .••lpn _I . Th. .ult••11Iq •m ,• pr UI• .r_Inp r.r .., .LACtw I. {%S/0 2400 Like OIVIEe Dr, Swe M r_p.l.11lq .f w e.11.Ine o_Ipn.r p.r ANSI/T I , 5•c.:. DUR. FAC . 1.00 FROM TH Orlmdo.FL nan F•r or. Inr•r--t1.., ,•• n1, J_•• 9•n.r• • p.,• t -•^ >1t••= `'"" rips"i FLCOAwon8 ALPINE: ... .Ip nat. t : TPI t.cpin>t,orp, nc:: •...,•c,m -y < Icc ....1«,.r...rp illiam H. Krick Lic. Number 70 6ISPACING 24 .0" JREF- 1 W6408 Z16 02/13/2017 l I04.SV-/1DIU L, tLtV. -UAVIU WttKLY -- Lot Z3 Keagan Pointe JANFUKU, 1•L - FU4 ) 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)= 0-8-0 1X3(R)E- 3X4= W=3X4= Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4= 22-1-10 Over Continuous Support R=109 PLF W=22-1-10 3X4= 3X4= 10 10-0-0 T Note: All Plates Are 1 X3 Except As Shown. yuHllnlwr„",f Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15 QTY:1 FL/-/5/-/-/R/- IIILIII-~11171JIJJ AN IrwCOMPANY 2J00 Lde Oro. F Dr. , Suite I50 Orlmdv. FL 32837 FL COewo278 WARNINGI•• UM Hum MUM ALL ROTES ml THIS DRUM IIII-MAIn" FIROISN THIS u 100. TO ALL COMACMIS IIICLWIIIG TIC INSTALLIRS.% Tr . .. rpulr• • •» •r• In frrlc•clnvt M1OW`Irq, •nlppl,q, n t•11 I,q ub or•cl,q. R•r•r co toll tM [ »Itl.n olr.C51`(wl101 nv (:oyon• S•r• y Infor.•cl m. ny TPI — RCA) r •qcy pr•c[I , pr o p•rr .Irp c In>c•11•ra sM1•11 prw a• [or•ry a ,nv p•r OCSI. roW l•aa roM..•ryropully • M1« •tr,[ r.l .h tn1W . .Arta cMrJ . al M1 . prpp•:r iIpIUM1clll,pll LocKlon> •Ivn`!•r p•r.,,rn["1•ur,l•r r,lnc;"c lrq In¢•11» c[im> 7. .] :r olD..:a •ppl c;.l.. Apvly pl•[•> Ul r•c•rt o•' u>, .n• po;li on ., .M.,, M J.In[ D•un ,n l• rot•G o[Mr.l••. R. r.r co wlnR. 1GO.a Tor •crlE.re pl c• po>Iclon.. cAl pi M. ..I"1.1.,, •f IA W110 nq Cgym•n > vr_ Inc. sn•11 ro r•,pvn,IDI• r Any Owl•Llon _ tl w l,q, Any r•Ilur• c• wI1E [M [ru,• In cmror»ro• .Itn MISI/TPI 1. or ror n,Ml Inv, snlpp l.q. t.11.tl... A .r• w •r [ru,•••. I M NI• droolno .r — P.W 11• 1M NI• dr Irlo. Irllc•c•. "aw—me .f pr.r».I.r1.l .ry ln••rl rrpvl•1.111cr »I•IY r.r HI• —in — Th. w1tY111Cr — Imo. of-1..rwlno r•r .Vlcclr. I• r»pv 1.111q •r [T.• wl1.In. R..I/rr AKS1/T I I S-2. or E.r or. Inr [1"n , „ gym•• v.n•r. •v , p. . .,. w. lit — ALPINE: ••..•Ip rolc. , "I: w. cpin•t.orv, WCA. :. cr[ny,a ICC: w•. .•rR j ' sP o. 708 1 IS T O / 4 . I .••' u ,>. •>-` hw" MM illiam H. Krick Lic. Number 70 TC ILL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1 .00 6SPAC I NG 24.0" Scale=.3125"/Ft. REF R408-- 41915 DATE 02/13/17 DRW HCUSR408 17044AOM HC-ENG KD/WHK SEQN- 736755 FROM TH JREF- 1VYB408_Zl6 02/13/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. k I'g.5`,1-//,IV 1, tLCV. -UHVIU WttKLT -- LOL ca Keagan rolnce _)HrvrVKIJ, rL - rVD Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" 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 W3X10 3.75 L 1.25 91 W3X8 4.00 L 1.25 11] W4X4 1.75 R 1.25 181 W3X8 3.50 R 1.25 19] W3X8 4.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO'MARK THIS TRUSS FOR PROPER ERECTION. 13-0-12 — 3X4= 3X4= MCI=- V 0-8-0 7 1X3kR)= 3X10[6]= 1X3(R)= 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1 24" J 2X401 W=3X4= 4X4[11]= 3X4= JAOLCIJ= .,-1. III W=H0312= 4-5-8--- 23-0-12 Over 2 R=1564 W=6" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15 WARNINGI•• READ AND FOLLON ALL NOTES ON THIS MMIMGI INPDIITANT•• FURNISH THIS BARING TO ALL CONTIIACTOM IMMURING THE INSTALLERS. 3 ftlr.e.c lrqn.rtll,pI, fTcf.11l lrq.. .pr Trl• n) r.rcoan.lppll•rq, N.rT.Ca A rl51(WlInorR.c. t Nalcllan aynrR..cyfrc.ccl aU 5.tYMpr... areprl Ian.Ca. itcll...-11V11prw,a. c..Par.rY . sl,.R p.r MS1. 1l ,q o top clwra fn.11 h- prop.• ly .Lt slra ftr ucc r.l .Ir.V.I,p .,.a sotto. clgr• • .II n.w . properly rl plo c.l Ilnp. Loc. Ll onf flan for p.rur..ncul.c.r. Lr.lnt ar ..of .11 Mw ors l,.O Inat.11st lte Q nI1I O st f N7. NT ar R10. . f .ppllc.al• ApP., Pl.t.f -hrs. al tr.nf .,.a pof tlan n. I.InL 0.c.Ila In l.ff noL.a o[n.r.lw. R.r.r co ar..lnp. IWA-2 /or .t.rN.ra pl.c. po.l tlenf. LAlp ry' LI 1 lrw, • alrlalon or Ill' NallalnGCoyono a Group Inc an.11 Iwt Uo rofponf lEla ror .ny aarlaclf slrp, .ny 1.11ur• c eul la c . Gruff In confor..nc. .Icn AN51/Tfl 1 or Ior n.,MlIW. anlpp l,p, AN DIN COMPANY c.l .clan a nr.o ..p or craf..f. In.Mll.n N1. Nr l,q or tw•r R•. Il.tl,p tAl..r wlnO, IM I..iH .Ixptsle. •/ Rr.f...l.tul .aNIrNN,rl r•.R r INI 1.e, — 1.1, f.r — —.W Ysl. Tl .a1t.Nl l ltY .Pa ur .r NI• .r InR far .1•Y .ertctur. 1• t n.'. 2JODLaLROrmp Dr, Suite 150 1Nlllcy . rw Rllllal, O•.I r Mr ANSI/111 T S-2. Orlmdo, FL 32837 F.r tli. Joe't y.n.r. . P.v .••a tn. ....It.f FL COA#0278 ALPINE. MI: —P— L-9, RCA: .... . try...: ICC: 1 0- JAOL IOJ= 3X8[19]= 1X3( R)= Oi 1' ' QTY : 6 Y zi"- 1 z S T•. 0• :Q 11 1i. Krick Lic. Number 0- 8-01- -0 F 10- 0-0 3X6= 1 X3 (R)= R=992 W= 7.25" FL/-/ 5/-/-/R/- TC LL 40. 0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 ISPACING 24. 0" Scale=.3125"/Ft REF R408-- 41916 DATE 02/13/ 17 DRW HCUSR408 17044AO7 HC-ENG KD/ WHK SEQN- 736762 FROM TH JREF- 1VYB408_ Zl6 02/ 13/2017 Ib4.5 `J-//JIU t, CLtV. -UAVIU WttKLT -- LOt LS Keagan YOlnte JAW-UKU, tL - tub Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" 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 4) W3X4 1.75 L 1.25 61 W3X10 4.00 L 1.25 91 W3X8 3.75 L 1.25 171 W3X8 3.50 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 0-8-0 j- 13-0-12 3X4= 3X4[41= 3X10= 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 24" _I 3X6= W=3X4= 1X3(R)= 3X4= 3X8= 1X3(R)= 3X10[61= 3X8[91= 2X419 3X8[171= 3X6= 1X3(R)m W=H0312= 1X3(R)Ea LIS- 4-9-8--311 R=1602 W=8.485" 23-0-12 Over 2 Suppo R=964 W=7.25" 0-8-01- -0 10-0-0 Note: All Plates Are 1 X3 Except As Shown. Design Cr i t: FBC2014Res/TP I -2007 (STD) PLT TYP. 20 Gau a HS,Wave FT/RT=O% O% /0 0 15 tnnru114111 yrppNiH. 1 7•e ••Oi31' 6-•.QTY 1 FL/-/5/-/-/R/- Scale=.3125"/Ft. RARNINGI••sx READ AND FOua ALL WTES Or THIS ORANINIGII'ORTAx ••Ir•• FIANITHIS pNA 111G TOLL Ix Arm11t111DrNACT1IId: THE INSTALLEIS. TC LL 40.0 PSF REF R408-- 41917 a 1 0 AN RW COMWNY 2400 Lake OnnEe Dr. Smu 150 Truaw. r_ r. a o.o c•r. In 1Y1lc•tlnp, M1 Mllnd. .M1l pp,np. In t•11 I,p .nd .,—.I .o ' c •rAI rol l ' / tM Iaot •dIU mu!`lCsl (wlldlnp Cp•vdn C s.r•ty Infor..cl•n, by TPI .,.d VCA) ror ..ray p , Prl 0.708 1 = o p•rrdr•1 np t tlon, In,t•Il•ra ,n•11 Pr d. t-ry b ,clop p•r IICSI. lln l• of r Z tep cMrd •h.l l"h••rprop•rly •CtKhN .t r,tcur•I .M•[M1I,q .nd bo[to• chor• .h.l l M1w• • Prap•rly r 1pld c•I Ilrp Luca lw., ,nd.n r•r p.r.wwnc l.ur• ro tr•Int or ,b•11 h.r. brs lop Imt•I1 = ccl•n, u. y • r N10..', .ppllc•bb. Apply pl• ., of ••ch r•c• or •r . — po,lcldn ., ,now, 0 = M Jvint 0. cd1• m1• no[•d •tn•r.l.•. bf•r` sl,q. 1WA4 r, •tw.d.rd pl.t. poa tlm.. Alp.M , ,,.,,,w, .r ,,, . ul ld, t .. dr • r Q q Capwwnc• G'.WInc. •n.11 M rv,pw„I... r •ny d"..clon r >j . r..l, ,. .ny r• Ilur• t. build tM cross In confor..,c. .Ich ANSI/7PI 1, or for h., Il NlWiW. i.... l I.0 A •r•d„y or v.,,,... A •• wl wl Vll• draIlny • r acy IN»• ll•tln$ "I, drb.l,lp, lndld•W •bd•pt.tm. If Pr.r•••I•,el •,pin••rl ..... • '' r.•pwl•1\I1ICY l,•1•ly r•r cr. d..lpr, YOw.. Tw •ult•.I1Ity W If VII• dr IM r•r wry A[rt tur• I• `•S///(•1•••{ r.•pwulblllcy •r trr 2-1 ding D..I p,wr P.r AtaI TI 1 5•c.2. y J` TC DL BC DL BC LL TOT. LD. 10.0 PSF 5 . 0 PSF 0. 0 PSF 55. 0 PSF DATE 02 / 1 3/ 1 7 DRW HCUSR408 17044AON HC- ENG KD/WHK SEQN- 736768 DUR. FAC. 1 .00 FROM TH 0SPAC I NG 24. 0" JREF- 1 VYB408 Z16 Od.&. FL 32E37 FLCOA40278 Eor ter• Inroro , nl. 3m p•Mr. — , pp• toss. sb ,Ic... I ALPINE: .....IP MI co., " I p,n.c orp, WC. -..• u,try.ca: ICC:.... o p illiam H. Krick Lic. Number 70 02/13/2017 IDYJW-//Dlu %, CLCV. -0NVI0 wCCf%L7 -- L0L La Keagan roinLe amimruKu, rL - ru/ Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" 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 6) W3X4 1.25 L 1.25 I 0-8-0 7 13-2-4 3X4[61= 3X8= 1 X3III 3X4= 1 X3111 W=3X4= 4X8= 1X301 1X3kI.,— 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21" _I 1-8 1 X3 (R)= 3X6= 1 X3III 3X8= 1 X311I 3X6= 1X3(R)= W=H0312= 1X3(R)= 3X4= E 5-11-8 0 23-0-12 Over 2 Supports R=1705 W=6" R=893 W=7.25" 3X10= .,., ,.., ". III I 0-8-01- -0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) H. /, PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0(0) 15 1•r '•Op1/ r' QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. BARNINGI•• ID:AD AND FOLLD. ALL MOM DI THIS DRANINGIIiURTANT" FILMISH THIS pffNING TO ALL mfTRACTaRs IACLUDING To: INSTALLEAs. o ' J TC ILL 4D.0 PSF REF R408-- 41918 Tr us :: ropu,r• • ar• c.ro In f.orlc,clrp, nenallrq, •nlppinp, n t.11 lrq .,a .r«,rq. R. r.r co oft • Yawltl•n o! ECSI (.u1lplrw Co.pen.nt S.r.ty Inror.• 1l Cy TPI .. -CA) r r .ray prepal prI r o. 708 .z TIC DL 10.0 PSF DATE 02 / 1 3 / 1 7o•perfor.l np cM,. funcclon,. In,c•II•r, ,ndI provlue t por.ry nr--, p.r ACSI. olln l.,. mt« cop c rp a properly •t= ,tr uct r.l ,M,cnl, a mcto. I— n.11 n.". • properlyr"IC cd'b'_ loc.Ll.n, - r., p.r.,nent"Lgr•I rea itorv ,nel1•neve br «Irp Imt.I l.:" r S C BC DL 5.0 PSF a « t,.n, ey. eT•r R,o. » epPl lQ. Apply pl•t., t• . ' , 16.por I •t.e po,lcoan ., .np.n ..e„ : Q = DRW HCUSR408 17044AOH JOIna o.bI l unI... n•a ra .. R.f.r to prw lrp• lAOA_j r ertl pl.0 po,lUm,. o t S T 0 ; tAlpl »... I an .r In w el olC . , Group Im t .. r.,pon,l.l. r r »y peel.tlpn rr$j Fe BC LL 0.0 PSF HC - ENG J B/WHK alrq. •ny'I Ilur. c CUIIC a trm, In c.nror..rc..lannAx51/T/I ,. .r ror n.n IW. ,nlppinp. `• TOT . LD . 5 5 . 0 PSFANmwcoMiNNY °n,t.II.tI. A .r«IW or tr,",... a ..• SEQN- 742719 e»I — "Is arm:,, .r I. /q. I let, t/lle .r—lp. 1- 1— .w(rt,p.. pr.r-1-1 a VI'7rlry S ... n e•• r. lCl I Ity —1.ly r.r — MIS, Ys,. T,.• wltil I Icy .. ,...• .1..r_IM — ., . I. /I DUR . FAC . 1.00 FROM THr..IveICI I Icy er ur wll.l,p A.1p r p.r Anl/T 1 , S« y. 49 ,ONAI , 2JOD LAk ndo. I' OwlDr, 837 I50 MAq NNM O16ndo. FL 72E37 F.r or. Inror..alm ,» cnl, Jm p.»ra ,.. .pep. ene an.» ... ,It.,: / FL COA 00 27E ALPINE. e....lpl,rlc..ca.: TPI: ....[p,n,t .:,..TCA:.... try.to.. ICC ..rp illiam H. Krick Lic. Number 70 6 jSPAC I NG 24.0 " J RE F - 1 VYB408 Z 1 6 02/ 13/2017 TKIC rT N: ORFpaorn rRnu rnupirrm INDIIT Imam t T11urmcl/1Nc\ c10W.TTrn RV TDllcc NCD 1— -/ID.V V CI -CV. -UMVIU TTCCKLT -- LOL LJ Keagan rolnLe JHwruKU, rL - rua J 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 J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 3.00 L 1.25 121 W3X6 3.00 R 1.25 0-8-0 1 X3 III 1 X3 (R)= 1 X3 (R)= 3X6= 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. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4= 1 X3 01 3X8= 1 X3 I[] 3X4= W=3X4= 3X8= 2X410 Imo.—.. III WE r;_`` 01 i< 16-7-4 Over 2 Support R=899 W=7.25" R=913 H=H1 rDramwrRr,,r Design Crit: FBC2014Res/TPI-2007(STD) pp H. PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/0 0 15 1•` '•0 T'/ °y QTY WARNINGI•• READ AND 1`01.1.00 ALL NOTES 04 THIS DRANINGI IMPORTANT•• nROIISH THIS DRA ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l• S'-' ru,,.. roqulr. a ar ,r, In r.brlc.tlr,, b•rtlll,,, .nl pp l,,, n t.111r, .rb b .c lr,. R, r,r co f.l It ,dlcl.n o!r CSlciWlldl„ Capo,,,nt S,l.CY Inlor.,tl m, by>TPI r.. TCA)r! r ,.l.ty Pr,ctl • .rl rop::o•I„ w ,. l,.,cclma. In,c,ll.r> >n I prwld. c or,ry b .clrp P.r CSI. oUnl,,, ro o. 708 1 t.p c , Prop,rlY • .cn.d , r tnlnp ,M a . prop.rlyrlpldnc,l ll„ll Lac.alan. >,o.ntr.r p.r.,rw.tYl,t r l•r r.l n[ eft.. . .cl„ ln,t.11.dt S atlan, eaa e„a e1o.., .PPlla,bL. Apply pl,c., to an.'. aw r t:. n:. rev ., . S T 0 r acn. Jolnt O,a,ll,, .n 1....ra.a oafr,.l... N.r.r to dralnp, 160A-Z for , ,M,r• .I.c, po.l Clm. A 1pIM, • I or In ulldlnp Coyorrn a Group Inc. an t w r.,p.,n l.l. r „ry d.vl.tl.n Ir •. A 6 i!, o 1rp, .ny f.11ur. co bulls tn, tru„ In can ror•,rc..Itn ANSI/TPI 1, or ror n,nd11,,. ,nlppl np, • I_ •LV• AN rPW COMMW .n,t...... an a br W .r 1, •r ewer P.O. II.t 11y N1. dr•.Ir,, Irq.e.t•..ee.pt,YN:• .r Prof...l.rul .np llwrlA rwp—.b1 I..Y ••I.IY r•r v1. Melon •I- . Tb...I—";C' .nd „•. .r t .. erwlM r.r .q •Wive[.,. 1. 1 /` N 2400 Like COT, $WIr IXl r.• Ibl lIty If -I wild.,, 0w , ..r ANSI/TPI T Sa.2. '* / 01tT i. E '•t Orlindo,FL 32877 for .or• Inror•.clan ,.. anl. Job'. p.n,r,l , P....a U ..b IC,,: • Na'r_I_w_w_I.{ FL COA 60278 ALPINE .1pu 1v,co.; TPI: .cpin,t .rg. WCA: ,o... try c . ICC ..•.Icc„l,.orq illiam H. Krick Lic. Number i FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 ISPACING 24.0" Scale=.375"/Ft. REF R408-- 41919 DATE 02/13/17 DRW HCUSR408 17044AOY HC-ENG JB/WHK SEQN- 742712 FROM TH JREF- 1VYB408_Zl6 02/ 13/2017 179sa-//JIU V CLCV. -UHVIU WLCRLT -- LOL C3 Keagan rOlnre JHwrVKU, rL - rUU Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 3.00 L 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. I 0-8-0 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. r 8-0-0 -1 2929 6- 5-1 1X3III 3X 1 X3 (R)= 3X8= 1 X3III 3X4= 1 X3III W=3X4= 1 X3 10 3X4= 1X3(R)= 1X3( R)= - - - 3X6= - W= 3X6= 3X6= 1 X3 (R)= 11_ I le 16-10-12 Over 2 Supports R= 853 W=7.25" R=982 W=8" I 0- 8-0 1- -0 F 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PO H•41, PLT TYP. Wave FT/RT=O% 0% /0 0 15 4ATY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. WARNINCI•• ITEM AND FOLLOW ALL NOTES ON THIS ONANIwI r I NFONfANT•• FINIIII SN 'MIS ONAIIINO TO ALL OONTRACTO S INCLUDING THE INSTALLERS. TIC LL 40.0 PSF REF R408 - - 41920 FcDATE 02/ 1 3 / 1 7 Tru.,., r ulr. • .r .r. In r.Or.c.[I.p, M1.r,ell.p, ,M1.pp..p, Imc.11 l.q ..tl a .clap. It.... to .r Ioll LuatIalonoreCsl`(eullel.y Co»«..nt S.rat, Inroreetlon, by TPI a- NTCA)rr.r .req Pr.cal P,1 0. 708 1 R TC DL 10.0 PSF o wrrorel..p u.. In.[.Il.ra fn 1 pre,la. c por.ry o .tine per WSI. Unle.. m topchereM111he.. rprbae,ly .• M1N ,[rlcc rel ,M cM1 lap • » cNre . •11 M1 • pioparly ,y rlel. t.11l.p. K Pere.r..nc"Lt.r.l'r .I.p all»` Ws BC DL 5.0 PSF DRW CUSR408 17044A05 a he . n, p]. pT or NlO..0 .vvllablu. Apply r 1. Ur ..W r1.uro^troy •c M1poa. L=m a ,bow. .eo,e M J.Int 0.a.11f. anl. noa» oUw yell. Ne r.r t »Irpa IODA-Z r .r0 Pl.c. p..l clon.. T O . 1BC LL 0 0 PSF HC - ENG KD/WHK A, P.n.. . el,lam .r ITr pul l..p ..a..,.nt, Greup Inc. ,M1a l np[ a r..ppn.,el. r eny a al.n rr Lp, hllur. C EuIIG - t In da. ANSI/TPI 1. for M1aMI lap, eye. SEQN- 736798 ANITWCOMPANYs . nY ... con orum. or ,blppl.p, •r; ta Ltl.n A er r trP,,., .e` 1 fan•.• • ( TOT. LD. 55.0 PSF el en Vlle er»Ing er ee.er page Ilet l.lg "I, er l A, Isle lc.c.r. eceaptelw of pr•f»eleNl .tp lnrrllq rrpwrlelllt) I »LIT r r W a»Ip..la.w.. Th. ... —.I Ic2 — .» .f [ill. er»IM ror .nr .Vue4re le V n \v Li/ 0AIFN 1 2lOO L2Le Or, $UIIt ISO Oranger»ps..lelllq er tM1. Wile lip Dearwz per ANSImI 1 5.c.2. Y T• I OUR . FAC . 1 . 00 FROM TH I NG 24.0" JREF- 1 VYB408 Z16 Orlando, FL 32837 F.r » . Inmre.al1l. J. ', gw.ra .oae P• ", thee.e ,lt e.. ,.aALPINEMI NTC FLc0A9o278 Ip w - . tPln,a.. e. cery.c». ICC --- ICP ere illiam H. Krick Lic. Number 70 61SPAC 02/ 13/ 2017 It04JU-//O1U L tLLV. -UAVIU WttKLY -- Lot ZS Reagan Pointe bANFUKU, tL - FlU 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.65 BC- From 5 plf at 0.00 to 5 plf at 16.65 TC- 117.62 lb Conc. Load at 1.60, 3.60, 5.60, 7.60 9.60,11.60,13.60,15.60 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. I 0-8-0 1 X3 III 1X3(R)= 4X6= 1X310 n 1 X3 (R)= 3X6= R=848 W=7.25" W=3X4= 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. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 3.00 L 1.25 121 W3X4 2.25 R 1.25 141 W3X10 4.50 R 1.25 151 W3X8 2.00 R 1.25 1 X310 3X4= 1X310 3X4[121= 1X3111 3X8[151= 3X6[61= W=H0312= 3X6= 3X10[141= fj 1X3(R)= 2X4 III 3X4= 16-10-12 Over 2 SupporLZ> BP Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15 WARNINGI•• IEAG Amm Fou-m ALL IIGTEs G THIS GRMINGI 1W7'GITTA T•• FURNISH THIS GRAVING TO ALL COfTAACTONS INCLUDING TIE INSTALLERS. I Tr uav r ulr• c a.• •r• m r.erluclrq, n.—"-. •n,ppuq, n cell I,.R •n• h • W. R•r r co •n¢ o. l.c.xc clon hrrNCSlcpw wlnR Co.poe.nc s.r.cr Inror•.cl m, hyxrPl .n• TCA>r .cr pr•ccl cllqqATar prr•ILJp.r lor•vglcno. r,.¢[lona. InaulLra anal prw_ c por.ry •r.c np per SCSI oa roc•atoocnor• •n•I I n • prop•rlyncocn•G rtruc cur.I •n thbp .ro hocc a n.11 n.r• . properly *t ro c r IRIO •I' 7 L—" ono ror p.r••n•nc 1. •r• .Inc of w an•1I•Nv hr•c l,q Inabllb atM f•c J11 S]. S] or 10. .a .ppllc.h b. Apply o r — Ur ••cn r.c• [r ruaac po•1c m •a •no.n .hh. , Joln[ D•c•I H, v,lox ,raw afrra •. R. r.r to wlnpx 1wA-Z ror • re I u pea clone. Al=Z: • al vl xlm or ITT WIl•l nR Cwgwrn a GrY•nAN ro r.apcn•l r Irop4 4nl1Ur•.Irp, •ny r.11ur• c hullo cn. r In con ror • a N AN51/T 1 /. o ror . Ilrp, Ipp l.q, IM M. AN RW COMPANY lmca l.0 e.. A hr.c rtp or crux.... 1 wl r NI• Sr—lnG •r Deer p". I I.i " "I* •r—In, Indle.t• .va•_ •r Pr•M•I.rul .rIR lllrrinG pMINI I Icr wl•Ir rr the r•I •1v,. The _If 111Cy a 11 l •f c 1• •r—InR ror •ny •V.CcI!• 1• c 2400 LaleOr, Sulu I50 Orange Y.lhlllq •r v.. u11d1M D I vr ••r ANSI/T I I Se.2. IrOrlardo, FL 32837 For .ere Inrer••clon •« chi. Jw . R•n.r.l ro x p.R. — c .•. FL COA 90271 ALPINE ... •Ipino .c TPI spin- orR; TCA: .•. cry.,c ICC . . o g R= 1008 W=8" LIRnIwrnN rq r H. ros • TO h**' WQ I Iliam H. Krick Lic. Number 1 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 16FSPACING 24.0" Scale=. 375"/Ft. REF R408-- 41921 DATE 02/13/17 DRW HCUSR408 17044AOP HC- ENG KD/WHK SEQN- 736794 FROM TH JREF- 1VYB408_Z16 02/ 13/2017 k I04Jt1-//DIU V tLCV. -UAVIU WttKLY -- LOt L3 Keagan volnte ZlANrUKU, rL - r-1l ) 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 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 1.25 L 1.25 111 W3X4 1.25 R 1.25 1 0-8-0 1 X3Ia 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 5-4-8 13.75" 5-3- 1X3(R)!-- 3X6= 1X3III 1X3UI 3X6= Mill II .10 ppppppI' .FftPPPPP" I 1X3(R)=- 3X4[31= R=647 W=7.25" 11-9-4 Over 2 Support Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 7ARNINGI•• UM Alm Fglp ALL MOMGN UTHISpNINGI I11MUMIT" n)ID1141 TAI3 MAR116 TO ALL WMTRACfA3 INCLUDING T)E IR3TAIL ER3. T rvss•s r.pulro • •r• In 1Wrlc•cirq, h• ll1 I,q. •n ppl.p, n cel l I,p . b clrq. R. r.r tZ. aM I.tsa .ol clon •rrAC51c(WI la l,q Co.porwnc Sr.cY Inror••cl•n, by Tpl -CA) r .. qc> pr•cc1PUnI••, mtwop.rfor h. tM.. fumclbn,. `c•II•ra ,n.11 prM l•. c..por.ry br•c irp p.r RCSIM1topMN • properly •C M• ,aruc aur•1 , • Inp ,q bocce• c-r• •n.11 •v. • Prop.rly I' r 1plo w1llmll Local on, ,rvn !.r p.rons[ la•r. rs [r•1n[ or w,b, snal ns• br.clrq Inca Lb Nona R]. RT or 10. .. .mllo a• MPIY pl.c.lco scn r.co or cru , Po,lum ., v.o.n ••ov. Joln[ D.u11.. mis, mc.0 cn.r>,1 ,.. A.f.r to orslrq. IWA tors. rU PI•t. maclone. AlAlp: • olvlslm Or ITR lull•Inp Cp a.onc, Group Inc. ,hell me bo responslblo ror sy c.e l.alon trap AN IrW COMPANY slop. •ny ra lur. co hullo tM ..... In cmPo . aan AASUT•I 1. or ror n.Mlbq. ,nlppLq. n,ca l•tlo.. A .r.o oq er are,..,. I •rl "l• dr lnp .r sorer pq• II,LInp "is r.•ll1p. imea a•. •pnp,•ne. N rrrr•••l § *Mlll..rl r••rr1Al l lcr ..I•ly ror t a.l . .lw. TM •ul e•pl I I ,, .na w .r ".. Crsl, ror •nr .erteew I• r', 2400 Lake Ornp Dr Suite M rs.l\Illay •r — Rulld.M Dool..r .•r ARSI/Tll T Sc.2. Odzndo, Flo 32837 I.r m . Inr.r..cl.n ,.. , Joe . p.mr•I ro ,pope w •lco: FL COA 40 Z79 AJ_PlW ..Ipi mlto...: M: .... tpin .orp, ncA:.... cry.ce.: Icc:.... erp 3X4[111= R=634 W=6" mumrwrnrrprf r o. 708 1 i T O t @F ANAL H. Krick Lic. Number 1 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 161SPAC I NG 24.0" Scale=.5"/Ft. REF R408-- 41922 DATE 02/13/17 DRW HCUSR408 17044AOD HC-ENG KD/WHK SEQN- 736786 FROM TH JREF- 1VYB408_Zl6 02/ 13/2017 k 154JU-//b1U l; LLLV. -UAVIU WEEKLY -- Lot Z3 Heagan Pointe 5ANVUHU, hL - I-1Z ) 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 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 1 X319 1X3(R)= 3X4= 3X4= 1X3(R)m 1 X3 III 3X6= 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4= 3X4= 3X4= F 5-11-' alF 5-11 11-10-8 Over 3 Supports R=333 W=7.25" R=653 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15 WARN INGI•• READ ANDLLGf rflFOALLTES al THIS ptMII1Gl IIrOfrAfr•• FUM ISx THIS IMf ING TO ALL COfnUCf016 111CLWING THE 116TALLERS. Trtro rgelr. . t ..o .r. In (.brl uclrq, n.Mll,q, h, pp uq. n [.II I,p •,r b rlry. A. far co r dl[ I.n ofrECslc(Wlldl,p Coyn•n[ 5.l.cy Inlor..cl•n, byaTPI —i • CA)rr •ty p oUnl. or.ccic p•rr .Irp cMa. rv,cclona. Ina .Il.ra anal pr..,. t ry b .cl,, p.r ACSI top c n.11 h— prop.rly • thlno .M Mtto• cMrd • • prep.rly rrlpldncallrq. Loc.tl ona a p•ri•,wn[ul rant o anal h clop Inat.11.dcc t.. r r oJloon. t nG.cr un•• rot.d ocMr.Apply lcrl:..c...,.r plr •aIwMtl.mn..• l. 11.. 1.A• I. r .q16OA-Z arrrdd aP eLm p.ya AlplM. dlrinoIMllulldl„CtaGroInc. I robropoalbl• oe raLR.I AN frW COMPANY n, .nydto bendM truaa In .IthMSI/TPI ), or for n.ml . anlpp l,q, I aeon A br.cor „ ; treaaoa selll•n " l• d—Iro • r pq• 11-1,9 "1, •r••l,y, IMIo•t.• •c••pt•n•• of prof• l rul •,MI,l••r 11 r..p.n.lblIlty ••Illy r.b•IM •1w,. TM .elea•IIIq •n• ,r or ".. dr.r lno for •,ry •tr,eur• 1• 2400 Like Owle Dr.. SWIe 150 r..p lblllty of V,l felldl, Drlon•r Mr A16InPI I S—.Z. Odudo, FL 12837 F.r r. lnror..c l on a nl. Job ". . a ro o a p•. •-1 .Ic.a FL COA 0027E ALPINE: ....Ipl Mlt. c : TPI. ... cpin•t .rp. LTG cry-bl: ICC: ..., or0 1 X3III 3X4= 1X3(R)= I R=297 W=7.25" taumtularr• fr441'° " I•••• t• I ry4 O. 708 1 ' S T O •.• Q A* f ' n H. Krick Lic. Numbet 0- 84k3(R)=1- -0 T_ *1 - - 1 FL/-/5/-/-/R/ TC LL 40.0 PSF TC DL 10. 0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 i 61SPAC I NG 24.0" Scale=.5"/ Ft. REF R408-- 41923 DATE 02/13/17 D RW HCUSR408 17044AOE HC- ENG KD/WHK SEQN- 736779 FROM TH JREF- 1VYB408_Zl6 U2/ 13/2U17 1, laysa-iialu 11tLtV. -UAVIV WLLKLY -- LOt ZJ Heagan Pointe JArvrUHU, FL - 1-13 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 5.81 TC- From 225 plf at 5.81 to 225 plf at 11.63 BC- From 10 plf at 0.00 to 10 plf at 11.63 i 0- 8-0 T 1 X310 1X3( R)= 3X41m 3X4= 2X4 01 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. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X4= 3X4m 1 X3 III 1X3( R)= 3X6= 3X4= 3X4= 1 X3 (R)= i< 11- 10-8 Over 2 Supports R= 207 PLF W=6-7-4 R=641 W=7.25" 0- 84k3(R)=1- -0 T + 1 - - DesignBC2014Res/ TPI-2007 STD Crit: F PLT TYP. Wave FT/RT=O% O% /0 0 15 aP..H./` QTY: 1 FL/-/5/-/-/R/- Scale=.5"/Ft. WAN INGI'• IEM Alm FOUR ALL WKS 00 THIS UOAtING1 10M NIT•• IIDeISN THIS uwING TO Au ODIRNICTOR3 INCIJIMIl1G TE IRSTALLEIS.k Truce», rNulr, . t ». ,r, In f»rlc,tlrq, n rtlllnp, ,nl pplrq, In,c,llln, ,nO . Nlrq. R, r,r col Lt., t » tlpn urrRCSI`c.ulla p Cboibb—t S:f,ty Inro-1. .y T.I „m WCA)rr r ,.f,ty prNtl I:. t,l l.ra ,n,l l prove» t.r,ry . Nl p.r .CSI, oUnl,.. e yi 0708 , i tTC ILL 40.0 PSF TC OIL 10.0 PSF REF R408-- 41924 DATE 02/13/17 AN rrWCOMWNY ry,', 2400LakeOnDr, Suite 150 tw cl,.r. .r.: o:rly at.n...n. nl,,, .. ..tta tn.r..nal n.... ,r.p.,lY r olnc ,f w. ,I I n,v, brNlnp Inca INs rtNnm ., . na.n ,.oA,Jointp,» . 1.. R.r.r to oralq, I60A_: fa...r. pl,t. p.atlm,.p tAlpine, • Elvl> lon or In {ullal n, Coyonp . Group IN. .n,ll not to ro>pvn>IDIo ror .ny Opvl.tlm fr In,, ,ny f,llur, t, bull. - tru.. In confor»nc, •Itn NISI/lpl 1, or for n,rMllrq, 1 1 t.11. tl.n A .,—.W ,r t...... ' pp'p I .rl till. .rN lrp .r »v.r p4 I I.LIn NI• .r»Irp, IA I..W ..o.ptR. of pr.f».I.rul tm,ln»'. r..p. r1.1.1I Icy »I.ly r r ti.. MIS Yvl. Ter .ul e.Rl I Iiy ..I. I...r th.. Er»I,q for .In .trveiw. I. r».I. Illty .f u. WII=M D»I vr p.r I1161 mI 1 SN.i. r S T O ;Q - t 1..••_'` G S1 ONALBCDL5. 0 PSFlld BC LL 0.0 PSF TOT. LD. 55.0 PSF DRW HCUSR408 17044AOF HC-ENG JB/WHK SEQN- 742708 DUR . FAC . 1.00 FROM TH Odmdo.FL 32837 FL COA 90278 F., »r, Inf.r»tlm ,.• tnl. ,..•, ,. l ro ., -.. ,•,. -•. ,It.,: ALPINE: ....,Ipl» lc•.co.. T 1 ....tplmt.or,, WCA: m, try.co.: ICC: .w. uf,.erp William H. Krick Lic. Number 70 6 SPACING 24.0" JREF- 1VY6408 Z16 U2/13/ 2017 I, I3437-/1UIU 1, CLCV. -UAVIU wttnLr -- Lot Ld Keagan Vointe JAwrUKU, rL - 1'14 ) 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 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6.25" Typ. 2X4III 3X4= 1 X3 01 1- -0 0-8-4X3(R)= 10-0-0 3X4=k3X4==— 2X401 1X3(R)= 10-11-4 lwi1-4 Over 2 Supports31 R=26/-383 H=HIk1069 W=8" Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -383# MAX. (See below) from a non -wind load case requires uplift connection. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. Design Cr i t: FBC2014Res/TP I -2007 (STD) N;•.fi:. PLT TYP. Wave FT/RT=O% O% /0 0 15 t` TY:9 FL/-/5/-/-/R/- Scale=.5"/Ft. a Do AN RWCOMFPJ" 24M Ld.e Dnllge Dr, Swte 150 7ARNINGI-• READ Alm FOLLON ALL NOTES ON THIS pUNINGI INrgRANr" FORNISH THIS ORMII6 TO Au CONrRACTM INCumING THE INSTALLOM. Tr : r.•ul ry . vP.. ur. n rWrluUn^C n n.C1rp, •n pping, In o111 •..G . •c,.., R`rur co •r.00ll t .Ultl.n :r eDSI (eP1I.Iny cP.PPn. s:r. y Inrp,otlon, cy'TPI-CA) I., •r. y I ... tlo.= pr1 u,1.,, .wcwo•p.r ror.I..R cno• r..ac w., Inx.n.,> .n.1I P.hv h c..PPr.ry n nR p.r CS' or cnor0 •n•I I n— prop,rlyAA tt — •tr.,c tPr •I .ne nl.q • ootto.t.-I. .n•I I n.v. • prPp.rly r lyln t.Illrq Loc.tlon. r.r P.r.•n.nt I.t.r.l' -Inc Pr .. I n.v. .r.c lrp In,t.11.• P. K5 Pc.Pn, eatl eT .r no, ,:, now a c•. I• Applr p L, n .•tn r•t. or cor • p.,I l.t.. •, , ...00,,. r 4 0 tn. J.Int o•c•II,. ,I. t.. ptn.n.l•• R.r.r t• slr IenA_z r' :t•..P•r• Pl.c. PP.Itlon, Al :7.: . . ,Ion or ITY edl II. C%I inOn , Gro.p Inc. ,n•II .wc w r-1 1.,Im• r my Owl•Ilon r •. dn—a•u a e—n,, oI t...... vP.. In conroror.c..lcn ANsvm I, or ror n..wn.q. ,nlw.nv, wl an NI• •r•.InR •r rn.•r r•R• I I•t lly N1. •rmlnp, I-,,— •aptrNt• •r rr•T•••I.n•1 •rp lnMrlr.p r••P..Ie 1 lley r1.1y r.r u,. • ,"n .I.••n. Tn. wlc.elIIer — r or "is •r*II.q I—..y .--. I. r 1biI Ity or o R,I IEI..R 0.. L..r r.r ANSI/M I S-2. y eQ, (00 i C ti t Q $ T O : 1 4,...... 1.-•/• nS ONA1. k Yr-_.__I„o• TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0 . 0 PSF TOT.LD. 55.0 PSF REF R408-- 41925 DATE 02 / 1 3/ 1 7 DRW HcusRaos 17044AOK HC - ENG SCN/WHK SEQN- 739175 DUR. FAC. 1 .00 FROM TH Odundo. FL 32837 FL COA k027S F., — InrPr..clon ,•• cm, 3P• o.—• —1.1 P.R.. cn.,...n .1u cP h,c PrR. NrcA.....,x 1,.• ..«,.r.. ALPINE. ....•Ipirroic..co.; TPI ,nc.y. _; ICC ... .r,William H. Krick Lic. Number 70 6PPAC I NG 24 .0" JREF- 1VYB408_Z16 THIC I'Mr. PRFPARFn FRnU rr91PIITFR INPIIT 11 nAn, A nIuFNC1nN[l CIIRMIrrm RV TRIICC UFO I, IU4JV-/IUIV V CLCV. -UNVIU 1111CCKLT -- LOLL LJ Keagan rolnze amimrVKU, rL - rm 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 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 X3 01 1X3(R)3X4= 0-8-0 1- -0 10-0-0WE!, X 391 1X3(R)= 3X4= Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. 12 Over 2 Su is R=132 W=7.25" R=118 H=H 1 Imlmlwrrrurrrnn`/ Design Cr i t: FBC2014Res/TP I -2007 (STD) H;• PLT TYP. Wave FT/RT=O% O% /O 0 15 t. Q S, `QTY:9 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• WAD AND roues ALL NOTES ON THIS DRANINGI ; TC LL 40.0 PSF REF R408-- 41926INPORTAYT•• F1W1191 THIS GUI.ING TO A C= ACM IMMMING TIa IIMTAL EM. n.11.R..-, I ... rl ...r.r t.. .11 o. 708 1 = cwllCbq S•ray I.r.r.•tI•n. .y'T.I.¢A>rr.r .r.ty pr•.U. pN TIC DL 10.0 PSF DATE 02/13/17 I— . pr. — t_. , .r..„p.r SCSI. top 1—d ,lull n • Pr,p•rl, ,cc,Cn.. ,trot[ r,l —.1h1W • tgcta. 1—d n•11 .u"• , pr.p•rly •r". i rlyl. t.I I,. Loca m, no.n r.r p.r•vrnt".a.r.l r.,tr.I.t .r ..., 9.,11`n•.• .rr., In,ta 1•tl`p. i = BC DL 5.0 PSF DRW HCUSR408 17044AOI eT or no. ., ..ol lt.ei.. Awlr PI•c•. co ..cn r•c. •r v rd pI... •, , L.......•,' T QidN.r.r t. prabp, ,wA_Z r.r a..r. p1a. p..IUm, ' cuQE BC LL 0.0 PSF HC-ENG KD/WHKAIP:.w. . aI",..n or in e.I lai.q Coy,.anc, Grow Ir.c. ,n•11 .wt m '*...... ror •pv a."i,cion rra.S' • / (` ' a •..., r.n .r. t. nw 1. tn. tr.,. I. t..r.r...t. a to ANsI/m t .r r.r n. W.InV. >nlpp W. ` a TOT . LD . 5 5.0 PSF SEQN - 736790ANIrWWMTJAN`/ a.,c.l l.cim • .r•cirp •r cr,n..,. `• •...,, .... r` I •n "I, .r—lnp •r o«.r •.R. I I,tll.p r ••,•ur.•• GI.1—-, Ipram• ,p-'—ll , *I—,I.p V 1It, „ 1,1, r.r rr.. e„Ion ,Iual. The ..1ta,I I Iq — rr.l. •r_Ing ror ay 1—1, • S ONAL EN 2JOO Like Orange Dr, Swu -I15O r..pa.unit, •r . e.L1.IM G.II, r p.r ASI/MI I S-2. terry I,oN DUR. FAC. 1.00 FROM TH Orlando. FL 32837 F.r • L.r.r,•ti.,. ,.. n 2.0•. I;--1 p,y. FL COn LO TA ALPINE: '.. ,1p.-LI t.•. MI. ...'°p...—ry. WCA •--•>et.,,. y < ICC William H. Krick Lic. Number 70 6PPAC I NG 24.0" JREF- 1VYB408_Z16 1,4Stl-//,lU U tLtV. -UAVIU WttKLY -- Lot ZS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 YOlnte bANYUKU, YL - AU1 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. 139 mph wind, 24.10 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 passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 4X6(R) III 4X4(A2)! Z)Ab OAU 4X4(A2)= I< 15-0-0 _1_ 15-0-0 1 30-0-0 Over 2 Support R=1310 U=311 W=4" R=1310 U=311 W=4" RL=180/-180 royY Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O% 0% /0 0 15. 0TY:9 FL/-/5/-/-/R/- Scale=.25"/Ft. d LFDO AN IrwCOMPANY 24W Lake Ormp Dr SuimM NAMINGI•• UM Alm FOLUX ALL Imes ON Tx Is DWIW.I IMNUANr•• FMISN THIS nwIN4 To ALL tarrxACTM IKUMIAS IN3TALLEILS. Tru,m, rpulr. a t r .r. In ftlr.c.tlrq, n.rol.,q, .nlpp rq. n c.11l.q .ro b c,.p. A.r.r to .ro .11ltlu..rrAC51c(wl Inr.r••cl.o. .ysTPI I,m •rtA)rr r ..r.b Pr•ccic Prl a• p.rr r..np c...a. rv.cc...n. In,c.l I.r..n 1 p, two•r.ry . ciro p.r .C51. 'IA.I. cMr• .n.n Props IY 'ttot .Lr.L .` .n..u".Iro ww eoct c r• .na I n.•.. pro 1.y •L r Iola c.nl„p L.c.Llm. r.r P.r..,.acul. .ra ra .Inc . .. . 1 n....r.elro ln.t.11tl p• BC: el. .T or no. ., .PPI.c.nl.. A-.y Plot., to ..cn r.c. or tr,,,, .. P•.uu. I. I- .no..• CMclolnL D. C. 11 .. ,n l.a. roc.E _%.... q•f.r to Oralnp, 160A-Z for .C.G.r. Pl.c. p..ILlm.. ' Alwro. . n rl,lo .r In eeualp (aponnc, Grmq Inc. .nal rot .. r.,pv, Dl. for ay a.r1.LIM rro. alr . •ny f .I.r, to o.11• tM tr... In t«.ror..ro..ILn ANSI/TPI 1..r f•r n.rollnp. ,nlppl.p. r,t.11.L,on i .r.e.,.o .r tr.,.... wl er. "Is Cralng .r ewer •0• I l.clnp "is .rwlrq, IWIc.L..ee.ptrrle. of prof —I wl .M=rllq r..p.rl•1I Ity wl•ly rw• tlr a.l pn Yw.. TM ..I— ' Itr •f tnI• ora l np rw- •rn .trteeur• I. l•I114, .f tl.. b.lI lrq p..lw.•r ..r ANS I/TPI 1 So: .2. U. 708 : z 0 P .f•• Q Css •...., sG l y /DiV A` a1F 1If1A•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 REF R408-- 41927 DATE 02/13/17 DRW HCUSR408 17044A16 HC-ENG KD/WHK SEQN- 736697 DUR. FAC. 1.25 FROM TH 61SPAC I NG 24.0" JREF- 1VYB408_Z16 OdWo.FL 32677 FLCOA9ons F., or. Inr.r.alm .a I, J... 1 , Pro•ro LM.. a• ALPINE .....IP nau.=: T I: .•. CPlna u p.n.r. • .Ico: g; RCA :. --try.— IM ....Itc,.r..rp illiam H. Krick Lic. Number 70 k 1,437-//5IU L tLtV. -UAVIU WttIKLY -- Lot [a Keagan rolnte JANI-UKU, I-L - AUS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP #2: Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" 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. 5X6- 139 mph wind, 23.60 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. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. 5X6- 3X4(A1)= 3"D DAD 3X4(A1)= L4- I 4 q 13-0-0 I 4-0-0 1 13-0-0 I 30-0-0 Over 2 Suppo R=1215 U=145 W=4" RL=160/-160 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15 V1ARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRANINGITINITANT•• FUMISN THIS ORMING TO Au CONTRACTORS INCUMING IE INSTALLERS. Trla rwl rer.br,c•t„gt n.nal,q,t.11l R•r.r t. clon orrNC51c(Wlla„q Cogo,wn 5•/.ty Inror•.tlon, by TPI RTCA) r r •r.ty Pr iu'p•ror: •Ilni,q [r,. Inat.11.r• •n.11 pru.IN t..p.r•ry b r P.r MS1. l.,, M r. tW c a .MI n.v.rProp.rl .clMa .tract r.l .M nl,g . 1 . Mra • . Pl 11y • oon• rl planc.11lrq.l Lot •tlm• r p.r..•n—.ntul r.l•r •Int • Kl,q •Il.at nvww, atM19 uctim. 5. e] or e10. .• .PPl lc.b l.. 'v ly pl.—.bw R.I., to a.cn race/ewu> .n• Ma .— .a J.Inc 0.u11., mbu mt.e etMr.l w. to ars l,q. IbOA-Z !or ¢tl•ra Pl.0 poa clone. Alp:M. • al.l or In eW la lrq Co.pwm , croup Inc. ,.— mt be r.>pon>,bl• for •ny a•vl•tlon f AN nW O)K4FPW wlnp, •ny r•Ilur. t bulls tM [rua. In cm lor••r,c. .Itn AN51/T 1 1, er ror n.nal l.q, Nlpp l,q. n' w•Il•n UI• Rr lnN •r ey.r V4 11•cl,9 "1- Rrwll,R• In•.— •C1 RL.yC• •r P_f•. 1_I •Ml--I•Ili rMpor,•10I llq P•I•Ir f r n,• •••I Rn Y,w,. — .u1C.N ! w or tl 1. •r l, f•r •rry •srtrtur• 1• 2400 Like C11ulge Dr. Salle M r.••v lblllty .r tn• lalld.M Mr ANSI/TPI I S-2. Od.WO.FL 12E17 Tor .er. Inror-1. ,.. to jeb•. y.Mr•1 ro • p.R. •,m tn. ..b .It.•: FL C0A kg 215 ALPINE: .....Ip,Mlt..ce•: TP1 ... cpina t.orp; RICA: m, , cry c ICC: 0. r08 1 F 1, S T 0 r - i ILk,s+ r 4xi illiam I Krick Lic. Number R=1215 U=145 W=4" 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 161SPACING 24.0" 6-1 -3 4-0 Scale=.25"/Ft. REF R408-- 41928 DATE 02/13/17 DRW HCUSR408 17044A15 HC-ENG KD/WHK SEQN- 736728 FROM TH JREF- 1VYB408_Zl6 02/13/2017 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - A04 ) 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. 5X6= 3X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.10 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. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 5X6= 3X4(A1)= " 18 3A?j 3X4(A1)= L L 11-0-0 _I_ 8-0-0 _I 11-0-0 I 30-0-0 Over 2 Support R=1215 U=148 W=4" R=1215 U=148 W=4" RL=139/-139 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 /r4 TY:2 FL/-/5/-/-/R/- Scale=.25"/Ft. wwINDI•• CeAo um rouTO ALL Cores ON rxis oCAnCei J TC LL 20.0 PSF REF R408-- 41929IlgRfAl** V FlaaisN THIS oCACICG TO ALL WrrucraT I DRAM G TIC IIISTALLm. Tr ::; cr•» .r. ," r.nr,. ^9, .n,pp.^9. " p.II= ww a %'-* Rar.r ce . jrpi 1 1 rx TC DL 7.0 PSF DATE 02/13/17t'WIU:n or SCSI (aW Ie,np C»pon"n6 S:i:Y lnror..Uw. :y'TPI RCA)'r r •r, y pr.— • 0. 708 o•p•rr .Irp U . r.r.cclm.. Inaully. >n prw e. c»por.ry n ng par SCSI. "Un Laa r.oh:.. pre»rly . .croe .crkc ,". oocao.:hore .h.I, " . Pr. » iy : 't _ BC DL 10.0 PSFr1ple"ca llr.g L«.done e r p.r..".n0 1•brd'r r.l n[ o cing .:%: : s ' DRW HCUSR408 17044A14 hhcln", e], e] or elo, .a yPllc.Dl• ApPiy — t. Cr.:ah r1WA- eo ' sb..r.e 1d pi on .. Snow..eov o • S T Ont0.tala yr ro' II o[Mr lo. R.r•r t »I,.ga I —t r' .Cw.e.re Pr.r• . y —1 ,. S 1 BC LL 0.0 PSF HC-ENG KD/WHKTRIPI,w, . Ulv aim or ITC Sun Ol,p ..••Pe••e•• . ....q 1«. .nAN rq r•spon.el. fer Any Gwl•cl on f •a n.,ne c . r"„ " w.rer..",..,Lh ANSLTPI ,, er rer h."ainy. ,n PP n,. ' :,` . G\ r`' TOT. LD. 37.0 PSF SEQN- 736721ANDINCOMPANY ".c.ii.c o" a er.o irp or cr.n.... c / A y seal r NI. sr»Ing .r ewnr page Ilsting HII. arming. Inalcataa aeeaptar.ee of prer».1_1I erp in»ring ` ' •••,• r»perla i0111cy »I•ly r r w a»IW Al-. The •u1 1I Ity •m W •! Hsi• arming rer •.ry .er.etur• I n 2lW L.le OlmBe Dr, Swu I50 r..•wwiei ncy.rw eui lain. a..l,,., par ACSIrt I 1 s•o.x. ;yu/ONAL OUR.FAC. 1.25 FROM TH Odmdo.FL 32837 For .or. i"r.r..0.,..•• chi. J.e a gw "o , I,— . w.. »e Sic•. FMI rNWIK FL COA 00278 ALPINE ..Ipi«-cast»; TPI- .•..,pl... .... WCA vy.c IM .... .. .erg illiam H. Krick Lic. Number 70 6ISPAC I NG 24.0" JREF- 1VYB408 Z16 02/13/2017 1b439-//b1U L; LLLV. -UAVIU WLLKLY -- Lot L3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Pointe JANFUHU, hL - AUb Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 22.60 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. 4X6(R)% 3X4= 4X6(R)/# 3X4(A1)= 5Au 3X4(Al )= 1— 9-0-0 12-0-0 — 9-0-0 I 30-0-0 Over 2 Support R=1215 U=287 W=4" R=1215 U=287 W=4" RL=119/-119 Design Crit: FBC2014Res/TPI-2007(STD) Ni H, PLT TYP. Wave FT/RT=O% 0% /0 0 15 06, QTY:2 FL/-/5/-/-/R/- Scale=.25"/Ft. 11ARNINCI•• REAP AND FOLLOW ALL NOTES ON THIS GRANINGI INPONTANT•• FIQRISH THIS DRAWING TO ALL CONTRACTORS IIIC MING THE INSTALLERS. Cr '•.• TC LL 20.0 PSF REF R408 - - 41930 a IInIjIII11 L AN rr1NCOKAFWM 2 lOO L>LC 0rE11gC Df,SW[t i`D Od>tndo, FL 12111 a 16ANons r..ulr. • . .ry n r..rlc.tl,q, M1 ,al . .M1.ppinq, In —l 1, , .rb ..c l,q. It— co lol l I tlm rrRCSI`(RuI I.I np CD.Don t S: ty InrDr.alm, by'TPI ..° NTCA,r r .. r.ty pr.ctl , PrD:o:InQ to Insc.1 Lra L, I prwl.. t.yor.ry b Inp p.r RCSI fOUnl.,, ro or. cM1or. .M1.11 1,— pr.p.rl' y ttocM1.. ,trot curl .M1..Vll,y .M .acts r. .M1.I I M1w. , prop.rly • • I;I° as ll,p. Localm, r.r par..n.nt Lt.r. r. .,nt ar .. .II M1.r. h. 1 n el. eT'1r.°PIIcv.O... Apply PI.t.,Ia. , r.cv [T r a d tom ., ,M1°w, . J.Inc 0.[.11.. unl..a rwc.. cM1 r•1.A R. r.r c. wlnp, 1fAA-Z rr .r. DI.[. po,l tlm, • iO tAl plrv, ..I I m or ITN Rul l.Irp Capon , Grog Inc ,n.l l no v,pw.,I.ly r r my .w l.um nac.lI:t on L b-,Iy "«,°.,.M cru„ In•canfor..,,c. vltM1 ANSI/TPI l,rar for M1.,Wll,q, sM1lppl.q. - I ol, "I. Cr..11q or ..Iq,r p.p I l.tllp "I• .r—lnp, I,NIl° Acc.p— of Pr.r...I—1 .Ml—rl r..po,,a.1l It> wIN> M1r w YaW YIw,. TII. .uIC.RI nt> — ... .r -1. or_Por Pry .tr,.:Cur. I. r.yo,IClllt> .f tyr Rul1.11,R Oo.1/wr Mr ANSI/TPI I S. Z. ALPINE F":I;;. 1 or"`I I': :°l"—' p'^'r'1 — ', ' w "'°'It., pint arp. NTCA: v u,ty a ICC _.it ... o. 708 1 S c T J 1 O Q F' 4\ 1 • • I_ V Gls/O A C Pt lN"1P' illiam H. Krick Lic. Number70 TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DATE 02 / 1 3/ 1 7 DRW HCUSR408 17044A13 HC-ENG KD/WHK SEQN- 736717 DUR . FAC . 1.25 FROM TH 6IS PACING 24.0" JREF- 1VY6408 Z16 02/ 13/2017 TNIC rwr. POGPAPpn rD(w rfWPIrT[P INPIfT flnam L nIurmQinmQ% ctotulT m DV TPIItC UCP IL .D - - v V LLCV. -UMVly TfLCRLT -- LOL LJ Reagan rOlnLe JMIVryKU, rL - MUD ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 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 @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X4 S 2.25 211 W3X4 S 2.25 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 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 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 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 236.97 lb Conc. Load at 7.04,22.96 TC- 169.13 lb Conc. Load at 9.09,11.09,13.09,15.00 16. 91,18.91,20.91 BC- 457.68 lb Conc. Load at 7.04,22.96 BC- 126.68 lb Conc. Load at 9.09,11.09,13.09,15.00 16. 91,18.91,20.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6= 3X4= 2X4III 6X6= 3X10( A51R)= r_" 3X10( A5R)= 4 - L 7-0-0 _L_ 16-0-0 I 7-0-0 I 30- 0-0 Over 2 Support R= 2643 U=671 W=4" R=2643 U=671 W=4" Design Crit: FBC2014Res/TPI-2007(STD) H, PLT TYP. Wave FT/RT=O% O% /0 0 15 4.. % QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. VMINc)•• FEW AND FOUDII ALL WTES ON THIS OWINGI F '•.f TC LL 20.0 PSF IWVUANT•• nRtRI91 THIS oRUIRO TO ALL CdR1UC1RS INCLUDING THE INSTALLERS. f y REF R408-- 41931 Trm,.: rwol'• . r •r. In r»rlc•c lr,` n MClrq, ,nlppl,,, n bll1., .m • cl,q. R•rfr to roll cM . t /`RCSI`(wl lair, c..n.n sr. y Inror.•cl,>,, ny'T I . I CA)` r .q, pr•cl f pr r•IY,1• 7 0. 708 1 TC DL 7.0 PSF DATE 02/13/17 p.rfor•Ir, c Insull.r, ,b.11 prw w t•r•ry • .p pfr M51 r.l• DRW HcusR4oa 17044A06 tr,: t r. .M•tnl, . a •o a e • ,l l .." ' °:°°•: r r Iola .Illy,. L•c•tlaa r.r p.r»Mnc Ifc... ... •I nt oftwb, ,Mr,ai n•v. er.clr, Inat.11» BC DL 10. 0 PSF a f. cU.n, R]. R) •r 10. ., .ppllcYl• Avplr r t. to , r.co •r tru„ •,.a p.flclm ., al.•.n M J•Int D•t.11f. ,nla, ro[» •[lrr.l,.. R•r.r t• eralnot IliOA-Z for .CAw•re •I.t• posltlona •ie A pup. . elr1,.on of IT• 9,11eb, ca aron , Grog Irc. fn,II not m r.fponf,.II for ay ea,1It1 O . rJ 5 BC LL 0.0 PSF HC-ENG KD/WHK AN rrwcoK4wNY Grab,. fny r•J lur. to pulse - tru.. In cmror•.m. .1 to ANSVIPI t, or for n.Mllno. ,nlpp lr,, imull• clon L Or.c„q of truf,uf. '' Qr A*, f•`I fyy1TOT. LD. 37.0 PSF SE N- 736710 1 M NI• NrInR •r cant Ry Il.t ing NI• N-1.0, Illel- ,eo.pt,le. •r r.f».I»•I a,l- r•r a.. n•.1,. nr •pN.r tot. er»i,lN r•r .,,.t:.,tt. I. oG Q Q2400LzleOmGgeDr, SuimGSD 1ty:I- r WIlet„ O•.I,l•r »r ANSI/PI 15•c.2. Ir. AL, DUN.FAC. 1.25 FROM THr I NG 24. 0" JREF- 1 VYB408 Z16 OrlL )2537o. r•r ter. i^r.r..ti•n ' t'p, 3"" • o.,,. r.i ". ' p•p. tM,. '•" ,It... ALPINE: -...P... T 1: ....tplmt RTlit try.cu; ICC. Krick FL COAYA273COALIpuriorp. .w.lcc .oro illiam H Lie. Number 70 6SPAC 02/13/2017 TNIC Mr. DRFOAOFn FRnu ('nupITTFR INVIIT /Inam A nIuFNCInN[1 CIIRUITTFn RV TRIICC UrR Ib4d`J-//blV G LLtV. -UHVIU WttKLT -- LOt Ld Keagan rOlnte zAwrUKU, rL - AUGH ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP 8, 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 @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 171 W4X4 2.75 R 1.50 3X10(A5R)= 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 12.06 TC- From 28 plf at 12.06 to 28 plf at 15.10 TC- From 56 plf at 15.10 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 12.24 BC- From 10 plf at 12.24 to 10 plf at 15.10 BC- From 20 plf at 15.10 to 20 plf at 17.62 BC- From 20 plf at 17.62 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 169.13 lb Conc. Load at 13.76 BC- 992.13 lb Conc. Load at 12.06 BC- 126.68 lb Conc. Load at 13.76 BC- 934.44 lb Conc. Load at 15.10 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6= 3X4= 2X4U] 3X4a 6X6= 4X41.1 /J= 4X6(A1)= 4L_30.-j 4L__10j 17-0-0 _L 16-0-0 _I_ 7-0-0I 0-0 Over 2 Supports R=2371 U=581 W=4" R=2168 U=532 W=4" RL=99/-99 Design Cr i t: FBC2014Res/TP I -2007 (STD) M N, .rrr"'4.,, PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 .• 4a '% QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WWINGI•• RM AND FOAM ALL MIMS a THIS GRANINGI IW1W Mr" FUMI1191 THIS OQANING To ALL COMACTOn INCLINING THE INSTALLERS. F '• f • -• 1 TC LL 20. D PSF REF R408 - - 41932 Tru„o, rIr trr. c.r. In r.nrlc.clrpc n.Mllrq, .nlpp l,q, ..... .M or.c lrp. R. r.r a. roll INC51 Copovn SJ.ty In r..c1. ny'T.I .TCA) for .r.cy pr. 1 . pryr . 0.108 1 TC DL 7.0 PSF DATE 02/13/17 a p.rror.lrp r,.,ctlao,. In .. l.r, ,nN I prw-..ra er.rY n .clrq p.r NCSI. Unl.aa ,rt.. . DRW HcusRaos 17044A0T top cnor. . • prop.rly . KIW .tract ,M.tnlnG .,M Gocta• clwr. ,MII n . prop.rly . Ic.I l Irq" L:a.cl ,,.o.n r p.r..n.nt" r.lnt . slrq In,ta l.. i s BC DL 10.0 PSF a 1II t1I 11II 11U!lJJJ1 ',111 Igl, 1;;,C an . JOInt O.t.II,. L., rot.. ptn.r.l... R.r.r tp .rwlnR, 160A4 r.r a.n..ra pla. p:,Itl.n. i. .T .r .,G. ., .PpI1c:C1.. APpIY p.lt. I r.c. r[ OorAlp= Nun CaSNw,.n Cro,p 8 T O ' Q BC LL 0.0 PSF HC - ENG SCN/WHK 1 U 1 AN rrW COMR N`/ I"l.l.n .f I1• LI,q , Iro n.l l ro '.'p ,.... ror .ry ew ont O- M. .ny r. 11 ur. a. Eu11E aM crust In con "r..ro. .Ian ANSI/I 1 I. ar ror n.nEl l,q. and ppl nR. n.t.11.al.n ..rr,no tr,.,. i h( TOT. LD. 37.0 PSFr 1 .n t/11..rssInN .r p.Y.r p•M I I•tlnN NI. dr-lp. I,INI..W mpt.ne. N prof.ul-1 .rpin..rl r.. p.n.ICI I Ity .ololy Is, t Cwlp ol-. Tn. .uIt.01I Ity .d I..r NI. d-I,,, r.r .a .Crlctlr. I. SEQN- 739192 240OLale Orange Dr. Suite 1 r.. IbIllty .r ca.. 5,11,11M D.slp p.r ANSI/FPI 1 S.c.i. O 'AL 1_y DUR . FAC . 1 25 FROM TH Orhndo. FL 32837 F., or. Inr.r..cl.n ,.. cni. Jw•. N.n.r.l ro , P.G. . cn.,. so I I NG 24.0" JREF- 1VYB408 Z16 FLcon#0278 ALPINE ...,.IplrrI ., , M. ...,¢plm rR; RCA: m u,My.co.; ICC: w. cc . .r, illiam H. Krick Lic. Number 70 6PPAC 02/ 13/2017 IJ4JV-//DIU k. tLtV. -WAVIU WttKLY -- LOt L3 Keagan YOlnte Z)NNr UKU, rL - t$U1 ) 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. 4X4= L<-1-4-0---J 139 mph wind, 21.85 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. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 6-0-0 0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 RL=7/-7 PLF Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 WARNINGI•• WAD Mm FUUME ALL NUB OH THIS pWING1 % IV=Mr•• FUn ISH THIS =MING TO ALL CWrRACrOn IMMMIM TIE I1IISIIALLE1K. LT n.rtl`I,q, ,nlpp l,p, n•TrI11i1roCTruaa.'tr i rlWlcl•n orrrCSlc•rollplf.prlutlrlp` T .r.cr•pr.cticnpCoyn.n S. r. y Inror..c1:. •y ) y o•p. rror.l n U.» ! Inat.11.ra an.11 prwlY. c.Qor.ry o rIro p.r BCS1. Unl.fa M top c . .n.11 n op.rly • Ynlrp . 1 1-t— —d fn.11 n . prop.rly rlOnc.l Ilrp. La.toona ,twntfor r.I— o n.w or.cl,q In. —I -I plp.r•tivrncl.c.r~ an.11 a. ctl ena 6]. Tl or T10. ., .ppllc.o b. Apply pl — d n r.cort n p.a %t ., ,M.,. .ow tM J•Int r. r.r to t..—h, 16011.E r.r .c—M •I I— po.I[Im.. Alpuw. . olvl,on or ITT WIInIrIp Cayon.n , Grot Inc. .MII no r.ap.nal.l. f r .ny a 61•n lro• sar sl„p. .ny r.11w. t ball• l . tr uaa In cant—. .Icn ANSI/1PI 1, .r for n.npl l,q, and pp l,q, AN nW ODMMNY I .tlon . •r.c „q .r tract.... 11•n "1. d—Iro • r rq• 11•t lry-1..l Irq. Irl.lea•• .ts.rule• •f rr.f•..I wl •,ylnrrl rnrl•I.I I Itr .•I.ly r.r T Itr .r/ N U1• pr..rlro T.r .ny •trtCtll• 1• w.1_1 r' ge 2JGGLlIeDr. $UI(t 15G I 4111q .r u.. Tul l.lrq D..I r •.r AHSI TI 1 S.c.2. SOdin&. FL 32877 ror — Inror.v ... tnl. Jo.'. ,. ... ,.a . p b FL COA AG 27E ALPINE: ... .I—it—C.. MI: w.. tpin.t.ory; RCA:....,00l,mua,y. ; ICC: .v....... ro.orp 4_ 20-4-0 ZA4( H1)_ 6- 0-0 amlwrnu„ n r PMH,` l3 . o. 708 1 4. S T O •Q - illiam H. Krick Lic. Number 70 02/ 13/20F L- 1-4-0--J FL/-/ 5/-/-/R/- TC ILL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 ISPACING 24.0" 3- 4-3 Scale=. 5"/Ft. REF R408-- 41933 DATE 02/13/17 DRW HCUSR408 17044AOZ HC- ENG SCN/WHK SEQN- 739178 FROM TH JREF- 1VYB408_Zl6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot Z3 Reagan Pointe NANI-URU, hL - BUZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4= 139 mph wind, 21.85 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. 2X4(A1)= 2X4(A1)= 1-4-0-J LI-1-4-0-J L 6-0-0 _L 6-0-0 ,1 i cc 12-0-0 Over 2 Support R=534 U=122 W=4" R=534 U=122 W=4" RL=89/-89 Design Cr i t : FBC2014Res/TP I -2007 (STD) \1'H.•• j,,4PLTTYP. Wave FT/RT=O%(O%)/O(0) 15 >. R 1•0, l QTY:2 WARNINGI•• READ Alm FOu.GR Au RDTES OR THIS MMIRGI 1 11111IOIVEAW- FMISH THIS ORMING TO ALL. COnnlACTOO INCWDIRG THE IRSTILLLERS. F Truax• rapulre o t •.• •re In !•brlceclny, M1erollrp, •M1lppiny, In cell.rq eno b KI.q. Ro (er co lec••t •Ulclon olrRCSlc (Rul lol np fo.pon•nc Sep Inlor.•[1•n, bl.l rM SCSICSI rfor ••l. cY Pr•c[IcoWrror•I.p 1 • luncc.on>. In>ullere >nell provloe t.4•r•ry br.c,rq per wSl. IA.lea. rocw top cror0 •bell M1 • Prop•r1Y et[ecbe0 •tr uct r•I an••U I,p •ro rocto• cror0 eM1ell bete • properly r'g" c•I llrp. M1L«.alma .M1o.n ror per••nent let •1 [r.ln[ or w ell nev. brc lnp In.411 1l • RI, RT or 10, e. eppllc•blo. AppIY place• co oecb !•ca or ena ror lc.m •> eM1ow+ •ro. 11 an Jolnt ac•n•. .n le.. mcea otfnr.l•.. N•r.r a• arslnh. lwll-2 ror .crle•ra pl•c. noel cl. tIIIL— Alpino • al rl•len or ITR 5—d1nG Cp.ppncnc> Gr W I« n•11 not by ro>pon>lelo ror .ny pw l.tl On trot Ereel,q. •ny r•Ilur• t —to t . cru>. In cmror.e«. .Ito ANSI/TPI 1, er ror h—I Irq, • IMIW. AN ITW ODMRWY In.can A br n,I or cr„•..•. I M NI• R—,I, •f c u•r yR• 11•tI g V I• —Ing. II 1R • 02p rl•• of Rr.f•••1el.•I" III I r••pF.•IRIIity YI•ly f r V r IW Y The •u1c 1IIty 1/ W •f NI. 4—IM fK MW • c• 1• 2400 Lilt O=9e Dr, Smlt 150 re•p IRll.q •r ii.• Rull.lrq D—.,prr r.r ARSI/FPI 1 S-2. Odin&FL 32837 F.r ter. Inr•r.et— .« • 3m . y.ner.l nn > p. n rnA w TTR ALPINE: ... •q.rr lc..cv; M ,p orp; RCA- ee..>•c„-y.co•: ICC •.w.lcc u/• •rp Iliam II. Krick Lic. Number 3-4-3 20-4-0 TT +/- 0-8-0 FL/-/5/-/-/R/- Scale=.5"/Ft. TIC LL 20.0 PSF REF R408-- 41934 TIC DL 7.0 PSF DATE 02/13/17 BC DL 10.0 PSF DRW HCUSR4O8 17O44AOQ BC LL 0.0 PSF HC-ENG KD/WHK TOT.LD. 37.0 PSF SEQN- 736734 DUR.FAC. 1.25 FROM TH FSPACING 24.0" JREF- 1VYB408_Zl6 r IC n .. MrDADpn Corr) Pr mrD Iumlr n nAnc A nIuAJClnuc\ cjinmii Cn RV T01KC YCo 1b4J9-//S1U U tLLV. -UAVIU WLLKLY -- Lot ZJ Reagan Pointe JANI-UKU, FL - UUZA 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. 4X4sa 139 mph wind, 21.85 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 with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 20-4-0 1-4-0--J 6-0-0 _I_ 6-0-0 _I 2-0-0 Over 2 Supports R=540 U=124 W=4" R=448 U=92 RL=71/-77 H=H1 3-4-3 Design Cr i t : FBC2014Res/TP I -2007 (STD) P` ,> ,; 4, PLT TYP. Wave FT/RT=O% O% /0(0) 15 3 O QTY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. F' i J IIILII^I11 {I111= AN 17WOOMPANY 2400 LAe OwSe Dr., Swie 150 tARNINGI•• IffAo NO MUM ALL WrES ON THIS W"I1GI IlMAIR•• FURBISH TIIS W"I6 TO ALL LVerRAcrm INIM116 IIIM I.STALLQS. Tru,,.• r2,lr• • r •r• In r•erlucl,q, n 1„q. M."Iw, n 111,q •n.. • . R.I., c. .II Mlt':, >rrr051`(wl l.lry ..»n $::_y I.r.r..1. 1, rrl .,.1CAlrr *t, ::,.tI. ,rl p•rro..l,y cn•s• rust— In>c•II•r> >n.11 rr•.1.. c•.por... e..IW par nI. ou,.l•„ ro ocn c•r clor. •n•II h— yr•yrly c•.n•. •truct.r.I •ro th 1.4 •ro a.cto• . ,n•11 I,— • p,—,.y rlpl. as I1 Laaalm, r.r p.r•.n.nt Lc.r.l'r., .Int *I.-- :I I n..• nr•c1 1—*11.." 6a C.ctian> ], ., .r 10. "aroppllc•nl•. Apply 'I •t•> C ••cn r•co tray >na p,lcean ., ,ro.. •>o.• 6 n• I.— LM., .n 1. c•. c....... R.r.r t. a W, 160A.: r a•M>r. yl,c. poa cl•n,. Al pin., , .Ivl>i•n or In 6u11. uq Cwpon.nc> troop Inc. fnNl rot a. .>p.n>I blp r ow R lon r r•.Inp, •ny f•Ilur• to aul1. [M tru„ In can ar••nc• .Icn Ax51/1 pl I.r., n•mIlrq"'snlppl,q. In,t•n• •o > ar.,...r tra,,., 1 .n "I..r—lnp •r .«.r p•.• 11.11n9 t/Il• .r-1np. III 1— •..•K•,I.• Of rr.T•••I•tI.1 Org1 11/ pNA I, : rl't,Iy I ,fir AKSITi I S..y ......r v l..r_l r r.r ., .t„L.. 1. 0.708 - 1 .t iSIO : `` c V j. A, CSS • .... t rnN1 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 REF R408-- 41935 DATE 02/13/17 DRW HCUSR408 no44AOV HC-ENG SCN/WHK SEQN- 739181 DUR. FAC. 1.25 FROM TH 6hSPAC I NG 24. 0' JREF- 1 VYB408 Z16Odudo,FL 32837 FL COA 60278 F.r •or. ,nmr••tl.n , tnl. J.>•, y..r•1 ro . p,q• .,.. cn...... ,Ic..: ALPINE ....Ip—d- a•.: MI:p—t..r0, Y1CA. .... trY....; IM ....l .... filliain H. Krick Lic. Number 70 02/ 13/2017 THIS DING PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 1b439-//b1U U LLIEV. -UAVIU WILLKLY -- Lot 13 Reagan Pointe SANFUNU, FL - B03 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. 4X4= 139 mph wind, 22.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. CA4 (A I )= 0-4-0 L1-4-0j L1-4-0:..j I< 7-5-0 _I_ 7-5-0 _I 10-0 Over Continuous Support R=86 PLF U=20 PLF W=14-10-0 RL=7/-7 PLF IuunururpwaqNote: All Plates Are 2X4 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. .4•.••• H•.:.;irQn/r'. Y:1 FL/-/5/-/-/R/- Scale=.375"/Ft. INARNINGI•• READ um FOLLOW ALL NOTES ON THIS DRANINDI C TIC LL 20.0 PSFINPDIITrwT•• FwalsH TNIs DRAWING To ALL corrRwrm INUMIING THE INsrAucNs. O. 708 REF R408-- 41936 Tru»o• ro.ulre e t e.e .r. 1n l.brlc.clny, n.nelup. >nIpp,n,. ,n t.Illny .rob a1ny. Neler t...,. .I1 1 x TC DL 7.0 PSF DATE 02/ 1 3 / 1 7cblclonorrKslc (Nu1 la l.p Ce.po,..nc Inror..cl on. bysTPl .ne NrCA)rr r •. r.cy praclu prl o•p. rler.lnp [Ms. r,.ct — Inst•Il.rs sn.11 prw e• t•.por.ry b c p.r SCSI. oUnl.as rot•. a n• 1 : I top cnbrG •n.11 n.v. proporl> y tt•cnoE >truc[ur>I sM•cn lrq >,q botco. c rG snsll n•v > properly • t• s rigid caI,-. Localm• rer p.r..n.nt 1a.r. r.> r.lnt el ..b> "1.11 n... bran, In•C.11.G`p. 5 = BC DL 10.0 PSF DRW HCUSR408 17044AOU Jalnt D.u. c.nn .r Nto..>. ro.> .pprlt.bl. Apply plae> t..an rae er tr,. > .ne po>Iuen . g T Q • Q` d lart>. ,..1tor ocn•r.l••. N•r.r co Ursl,q. twA-z ror>—.re pl.c. po>Iclab•.roe BC LL 0.0 PSF HC-ENG SCN/WHKtAlp:.e. . m.1>1e.. or IA eu, luny• > Cro1p fro. > .n roc M rmPon>l blo ror .ny ow uclon rr ••• / ••t •:( any, .ny r.n ur. t. buI1E tn. v„>. In onror..,a..IcnnANSI rTPI t, •r !er n.,w uny. snlw l.q, lAN1TWQ0MWNY 19 °. 11.tlon A bra,ny .r trb,,.> a ' cF '••••• •'•• G TOT. LD. 37.0 PSF SEQN— 739179 1 r vll. ar=lnW •r la.e.r p.p. ll.sl,q "1. Nr..1,IN, l".b .ee•t.rl.. •r rror...1-1 .Iq 1ll..r lrlp pwrlNlllcr ..1.1r rr is Na1o1 .I.b..,. T1....le.Nll Itr .nN w .r tnl. ar—l.q rr .tr,tlr. 1. ',,oniA. E,N k DUR . FAC . 1 .25 FROM TH2l0LateOrangeDr, Swu I50 r--: blllty .r c.. Nu1=1M D=1 , ..r ANSI/T I t S-2. MIryMNlyal•r Oriando. FL 32837 F.r .er. Inrer.a ion , tn1. ,.b . y...ra ro • p•R• . t ..b Z 1 6FLCOA90278ALIM .Ip1n.It. t . TP1 ... "p 1, .ry{ WCA .... ry • : ICC >.re .ry William H. Krick Lic. Number 70 61SPACING 2 4.0 " J RE F - 1 VYB408 1743:1-//J IV V CLCV. -UAVIU WttKLT -- LOt L3 Keagan Pointe JANI-UKU, FL - BU4 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. 139 mph wind, 22.20 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. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4(R1)# 11 Lr-1-4-0--J I< 7-5-0 _I_ 7-5-0 iQ 1-10-0 Over 2 Supports R=647 U=150 W=4" R=556 U=118 RL=86/-92 H=H1 PLT TYP. Wave Design Cr i t : FBC2014Res/TP I -2007 (STD) FT/RT=O% O% /0 0 15. ftfllWfl/Mfff P`N:.•H:, /% f} Y:3 FL/-/5/-/-/R/- Scale=.5"/Ft. 11 d III1 p1LPO AN TNCOMFPNY 24M Lake Oranp Dr. Swic 1 WAMINGI" RIM AND FDUDf ALL WTES OR THIS DRMINGI Iwvu fr'• FIAOIISN THIS ORMING TO A COKMACTORS INCUMIRG TTE IRsrALLER3. T ruaw. raqul r. a tra» c.r. ,n r.brlc.cl nR, n.n°Il,p, .nlpp,n9, In c.11lro .M b .c l,p. R.f.r to .,tl ol1ItlonorRCSI (.ull°I p Co.pon.nt s.ray Inror»tlon, by'T.I . .,A,rr.r •.ray pratlt. prl o•p.rr -„p c • fvlcclana. In a ,n.l l prow t.yor.ry b Iny p.r RCS1. W1. to tn..a .naln;:.. prp»rl'nI;lruttur.I ,n. Ulnp ., .." `nor° .nal n"' ' °:.°"'r : ` r 1plo o-I 1I ro. Loc •tl bn, ror p.r-.nmt Lbra •ro .Inc or we . 1 n.v. br.clro Inca Lo`» S R]. R) .r E10. .• .ppllc»L. Applr Pl .to, co ucn Irc. or tr w poa r2lm . i JOInt t..r..Iro. 160A_Z ror ;t=,,d pl.t. oo,luv Alpl», o vl•lon of IT1 •ulI^I,q Co q s Gr.- 1— . •11 not M o•pob..blo for-1-VIr al,lp, mylfa lur. t toll° t r In t.b ror ..It. MSI/TrI 1. or r .-.i-, Ippl ro. n.t.Il.tlan • br. W .r tr.,..;. 1 en VII. Rr»Inp or os r R.p. I I.tInR "I• ar»IA$. I,rlp•t SoMpt oe Of p_f».lo. I .r 11r 1rp r»pFl.l.l I Ity »lar nr t, r.lw — n1. ... t .I Itr — 11.. of -I. •r»IM — " .—t—. 1. r»p l.11lty .f w WII•Iro D—, .r p.r ARSI/Tp1 1 S-2. e0. 708 1 ' t S T O = S dG\ tfpIIM1 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 - - 41937 DATE 02/ 1 3 / 1 7 DRW KcusRaos 17044AOX HC-ENG SCN/WHK SEQN- 739180 DUR. FAC. 1.25 FROM TH Orlando, FL 32837 FLCOA10273 F., -pr. Inror-•tl.n •» nl, Job•• ".-1 .111 P. l .w .. ... •It.,: IILAINE: .».apinat..to.: T.1:. tpin.t..r,: Wr ..... ,try.tp.: ICC Villiam H. Krick Lic. Number 70 6ISPACING 24 .0" JREF- 1VY6408 Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SDRMITTFD RY TRUSS YFR_ I. IJ9Jtl-//71U L, LLLV. -UHVIU SItLKLT -- LOL L3 Keagan Pointe bANr UKU, rL - L.VI ) 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. 4X4 139 mph wind, 15.00 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. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. LA4 kA 1 )= 10-0-0 L--1-4-0--J L-1-4-0--J L 6-0-0 I 6-0-0 L-12-0-0 Over Continuous Support R=89 PLF U=11 PLF W=12-0-0 RL=-7 PLF xmllNrrrn„ 44 Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT 4W...5TYP. Wave FT/RT=O% O% /0 0 15.F I.. C ( Y:1 FL/-/5/-/-/R/- WARNINGI11 READ AID FOLLD. ALL MOTES ON THIS DRA.ING1 IiDRTAMT•• z TC LL 20.0 PSFFIOMISHTHISDM11110TOAuCOWMACTDeiINCLUDINGTHEIMSTAU"S. 0. 708 1 - True,•, r.qulr- • c -.V ,r- In rnbrlc.t rq, n.,gl rq, ,n pplrg, n t.11lrp .M br,cl,p R.— t. _L'. LG.c blcl.n of`.CSI`(.ulldln. Co yon.nt SbKy Inr.r-alon, bY'Trl rtl FICA) ror • ty pr•cti—S prl ti• TC DL 7.0 PSF o p.rro tn.,. r Inec.l _>ti pro-)d. t.•por, rY b .cln p-r SCSI. k . top cllor, M.II n . props ly .tc.cfed .cruc tur.l .le cnl, , ,,,W boctc clord ,h,II n.v. • props ly .tC• r Lld ca ll,lP. L.-clm, !.r I-c-r•'r.rtra lrq ImYll.b y. BC DL 10.0 PSFnp.n p.r..renc nt of . .nal nw- brc P• 11. ., •ppllc.bl.. Apply pl.c-,l t...cn f.c. or tr .,.d poa,clm ., ,npa. n•o.. Alps,... S T O • LFDOO tn. Jolnt D,t.11,. _I... rot.d .Vera... R,r,r co drwlwp 160._Z hr .—rd pl.t. ppa clan.. d -„so. or rn wl ld l,.Ge , Grote Inc en,n ..a 1>o rpsppn,sbl. ror .,ry d.ys•tl.n rr.+r y/ BC LL 0.0 PSF dr,el,q, .nys r.11ur. c. build t cr.. In cpnror..r,c- -Itb ANSI/TPI 1. .r ror n-Mllrp. ,nlppinP. 1 AN ITWCOMRWY Inec.11. ..r ,ly pr cr.,.... rF •.........G\ TOT. LD. 37.0 PSF I m NI• .r_ll •r p..• Il•eln. "I .rw lrl.. IMIc•t.. lrx Vp of Pr.r•••ll l •rgln..rin. DUR. FAC. 1.25 r lbl I lty ..I.ly r.r to d..l Yr.. Tlr wltaNll Iq .lw ,Aw .r t1.1. •rIry ror .o •erlctlr• 1.`S ONAI WY. IIINI,rI+ 240DLakeOflllreDr, Suite W rYelblllq.r t,,..nl ld l,q D..l, p.r AMSI MI T S.a. 24 OrIlrAo. FL 32817 F., .pr. lnr.r-.tlon ,.. hi. Jp , y.n.r.l , p,P. • tn. -.. at..: rALPINE FLCOAfD278pint orD: MA: .. try.c Icc: r,.ro illiam H. Krick Lic. Number 70 6pPACING 0'l 3- 4-3 Scale=. 5"/Ft. REF R408-- 41938 DATE 02/13/17 DRW HCUSR408 17044AOR HC- ENG SCN/WHK SEQN- 739193 FROM TH JREF- 1VYB408_Zl6 I b9 J`J-//SIU 1- tLLV. -UAVIU WttKLY -- Lot ZS Heagan Volnte bANFUHU, FL - UUZ iValue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. L-1-4-0--J R=534 U=63 W=8" RL=85/-85 6-0-0 4X4 139 mph wind, 15.00 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. 10-0-0 L-1-4-0---J I_ 6-0-0 0 Over 2 Supports R=534 U=63 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARN INGI•• IEAD Alm FOLLOR ALL ROTES ONTHIS eR1uIRG1 INVUAIFT" FIRIII SN THIS DwING TO ALL GOITRACTORS INCLUDING THEINSTALLER. Tru>v> rpulr. • 1.. •r• In r•brl[•clry, nv,.11ry, Mlppl ry, In C•11 Irq W . c,rq. R1I.r corRCSIc(Wll.lryEltlono Cc 51 r•cy Inror.•tl m. Dy>IPI .no RG)r •cy prccicp•n.,.>n•11 fopnl•ap.rf r.lnp w clm>. In>c•Il•r> DrN lo. t.yor•ry Y e Inp p•r eC51 ,rc.. cop c •n•11 n • prop.rly • cnM • r.l • [.I,q •M cnoro M.11 n • Drop•rly • Nc.al ooci>,rn[ul>c.r.l>rrlRlal,q. Ioc Io >lvn r p>r r.l n[ >n>II n clop In>t>Ilbcc r 1 ctlon> ei. eT or elo.>.>c blo. Apply pl>[.. Cdr W r>caf tl poe lcMJelncO>c>II>. ,nl• mc>a .w:7 A R>r.r 1 ow lop. 1{011-2 ror .c.ne.ra pl.v po.lclm.. ar. IIII III IIILI~ J c b. ru» Al Dlrv, 1 ma>Iv. or In wl l.Iry Coryon.nu crow Inc n.n ,.. r•>pon>Im. r r .,ry e..l•u rrd, Gr•.I ry, .ny r•I:.r. c. bull. cM crua. In confor.•nc. .Iln ANSI/TPI 1. or ror n•ml lry, ani h l,q, AN IrW COMPANY In.a•n•clo, • br•clry .f crn>..>. wl .n NI.1,.. I I.tlry NI. no. 1n 11 w .cs.P or Pr r...l.rl.l .rylrrrl r..p.r IRlllty rl.ly Iw w ...1Rn Ylwl. TM WIUNlllty I w .r NI.. 1,9 ror ry .tNctw 1• 24W UU Onege Dr, Smtt M r aIb111cy or w w1l.Inp o..1/l.r D.r ARSI mI I S..2. Odudo,FL 321137 For or. Inror..cla. bl. J— p.n. r. ro> p•p. • w•1 . >It..: FL COA YA 278 ALPINE. ....11PIn.lc. c MI ... cpin.c orp. RCA cry.co.: ICC .... a•/o.orp H. 0 i i o. 708 1 S v liam 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 1 61SPAC I NG 24.0" 3-4-3 Scale=.5"/Ft. REF R408-- 41939 DATE 02/13/17 DRW HCUSR408 17044Al2 HC-ENG SCN/WHK SEQN- 739194 FROM TH JREF- 1VYB408_Zl6 02/13/2017 G tLtV. -UAVIU WttKLY -- Lot Z3 Reagan Pointe 5ANI-URU, hL - 1-61 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4, W12, W14 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 50 plf at 0.00 to 50 plf at 16.86 BC- From 5 plf at 0.00 to 5 plf at 16.86 BC- 913.00 lb Conc. Load at 1.27, 3.27, 5.27, 7.27 9.27,11.27,13.27,15.27 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 4X4[11= 3X6[51= 2X410 3X6[41= 8X8- 3X4 III R=4186 W=8" 5X6(***)= 3X4= 3X4= 3 COMPLETE TRUSSES REQUIRED 1 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows a 5.50" o.c. (Each Row) Webs : 1 Row a 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 20 gage metal shim required between chord ends to distribute axial forces at joint. See DRWG RIGINSRT1014 for more information. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] W4X4 2.75 R 1.25 41 W3X6 2.00 R 1.25 51 W3X6 2.00 L 1.25 19] W4X6 2.50 L 2.00 20] W3X6 2.00 R 1.25 211 W3X6 2.25 L 1.25 22] W4X4 1.25 R 1.25 2X4111 3X6[201= 4X4[221= 2 4 1- -0 10-0-0 2X4III 3X8= 2X401 4X6[191= 3X6[211= 2X410 16-10-6 Over 2 Supports R=4046 W=4.875" Design Cr i t : FBC2014Res/TP I -2007 (STD) PM• N f(ff', PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 •• •• / ""TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. W7N INGr•• VIM AM FouoN Au. Nona ON THIS MANINGI r x TC LL 40.0 PSF IMORT/JIT•• FUi0113N MS DURING TO AOOKM ICIdIM 1SINMING THEINSTALLM. LL r REFR408-- 41940 Trpsv, r.,plrp . t ... .r. In r.brltaln0, h.,wlup. ahlpp„p. ,. tall,q .rob .,. No- to f.11 a .tlI CI• n orrNC51`(Null.lny Co,p•n [ S. r. ty InforY[I:,- bysTpl -,-CAI r r ,.I—, P pr, roUnl•as o. i08 1 C TC DL 10.0 PSF DATE 02/13/17 o•p.rror. lnq tMs. fv,ct - Inst.11.rs sh.11 prow t.•por.ry br.c ,q p.c51. rot.tl`o • op 1— .h. 11 h..o prop.rl'ntt.ch.tl .a t..... ;,. .ro b t. tl .h.11 I,.... prop.rlr . 1191tl c.111, p Loc.0 m, ror p.r •.n.n[ I. .r; •.a .Int or w :11 n.v. br.c l,q Imbll.tl"S BC DL 5 .0 PSF DRW RcusRaoe noaaa7l 19 LAc[1on, N7. N)"r A10. •s .ppllc.bl. bp1Y PI .t.D1 ctl' o.ch r.c. `r r e' ..w p. s tom .a srw.n .bov r Jo1nt O. t. 111. miss rotor oth.r.1,.. N•f•r a al . IWA_Z r` .t.rltl.rtl pill• poatlpn, A Ip1 ro.. a .,..r rTr w1 m1nG c..gpnp ,Group Inp. ,h,n ro p,pon,lblp r r .ny ewl.tl on r t ror iw 1 `, ry BC LL 0. 0 PSF HC-ENG JB/WHK AN rrWCOMWtNT tlr slop. .ny'f.11ur. t bu11tl t rasa In cm for•.ro• .Ich ANSIIT;I 1, for h d'.71 p ahl pplrq, Inaull.tlon \ br. c or truss.` vV t•• 1..*"* TOT. LD. 55.0 PSF SEQN- 742722 1 on CNI.. r InN .r b.r.r p•O• I1-InO till. •r=1rlp. Ir.l,. •CC.t Ip• •f pr.fM.1.rI.I .rp lrwr lip r.•pI•INI I It, .ol•IY IK w ~9. .11AI. Th. .... 111Cy . w .f :I..r_Irp f•r .IV .CrtCtlr. I. IVVJp SOON /IL • t1400 Lake 0= 9eDr Sum r.•pn.I.Ill ty.! u.. Null•Irp D IO r p.r ANSImI 1 S.c.3. 111/1 OUR. FAC. 1.00 FROM TH 6hS PACING 24 . 0" JREF- 1 VY6408 Z16 Oduldo. FL 32937 FL COA 90278 F., .or• Infor ti. , h1, job , ,.n.r.l ro 1 pn. t -.b ,It., ALINE. .....1p.nolt.. aro. IDI: v. tp..rO, WCA .... "ctlry ca, ICC. ... ors William H. Krick Lic. Number 70 02/13/2017 TNIG Mr. PRFPARFn FRlul rnuPIRFR INPIIT rl nanz A nIUFNCInmei enRUITTFn RV TRIKC uFR IJYJ'-//JIV V CLCV. -UNVIU UrrMLT -- LOL L.T Keagan rolnLe amwrVKU, rL - rVL J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bet chord 2x6 SP SS Webs 2x4 SP N3 :W2, W12 2x4 SP N2 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 13.27 BC- From 5 plf at 0.00 to 5 plf at 13.27 BC- 817.90 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 10.15,12.15 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 2.00 L 1.25 41 W3X6 2.00 R 1.25 51 W3X6 4.75 R 1.25 6 W3X6 1.25 R 1.25 11 W3X6 1.75 L 1.25 12 W3X6 1.75 R 1.25 131 W3X6 1.75 L 1.25 141 W4X6 S 1.25 3X6[1 ]_ 3X6[5]= 3X4= 2X4111 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row e12.00" o.c. Bet Chord: 1 Row Y 3.25" o.c. Webs 1 Row • 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. 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. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X4= 3X6[12]= 4X6[14]= W2 1 1-1-00 10-0-0 3X6[4]= 3X6[6]= 3X8= 3X6(11]= 3X6[13]= 3X4 III 3X4I11 3-4 Over 2 Supports 51-1 R=2630 W=7.25" R=3007 W=6" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 •' 5` TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARN INGI'• READ Alm FOLLDR ALL WTES OR THIS ORARINGI f I. If1O11TART•• FIAa191 THIS ORMING TO A COfn1ACTORS IRCWRIRO TKE I16TALLER3. q3 TC ILL 40.O PSF REF R408-- 41941 Tr :>•, rb;lro a Z, .r. ,n rtlrlc•tirp, h•rollna, .h,pp,rp, In t.11 . 3 b •clip. l 0, Oi 1 '-• tlon c/`SCS1`c•nllal„pInrPr.alon, 1,, T 1 •,w RTCA)` r .r.t> pr•atic Prl TC DL 10.0 PSF DATE 02/ 1 3 / 1 7 a.•Mrror•lrp tM,. ,•cc ena Inaul l.r, >n I .r.r,M t••por.ryp.r RCSI.'oLL,l.aa rota o S p clrora nul l h- proP>rl>ynat•cIW aructu•I .M.tnl,p .ro Wctu Chord . •I l I,- • pro .. BC DL 5.0 PSFrlylacallnp. Loc•tlm r•r P.r•.n.nt Ia.ra r.. •1 n[ or •vba •II 1,•v. br•c l,p Inat.l Latt s' DRW HCUSR408 17044AOO RT •r 14: . •pplIcu 1.. Apply via.. t• . Sh r.t. ar truce c.m ro>,uon •> it , . bov. o T OtMJolncO.ulh. I• rota ocn.ra ... It, r•r U arslnas 16RA-2 ror , ra PI•u p.a tlon.. 1 AIP ro. . a1>I,Im Pr In a,l, lal,p t, GrP,o rro. ..II rot b• rP,Pm,Ib1. r.r .ny a.>la,on rr •, 4.t r;',tc. BC ILL 0.0 PSF HC-ENG SCN/WHK al,p, .ny r•Ilur. t bulk t4 crm, In c•nror••nc..Itb ANSI/TPI 1. .r r.r h•na g. >hlppina. ` • TOT . LD . 5 5 . 0 PSFANrWCDMAWY °n.t.l l.tlon . br.t„ Pr try..•. F •.... , G\ SEQN- 742658 1 •n till• ar-..g •r e•V•r p•R• 11•tlnR "I• d-1.9. Ina1P.t•. •mPt•bt• •f vror•••I•lul •IpI-I ' • '•• r..P.,.l•I l lt, ..1.1> r« w Y.10, .h•,. Th. .ultrl I." - - .r -1. ar.1,p ror wn .trvctor. I. , S/pNAI z L a'l .. $W4 r•.p rl•I Ilc> •r u,. 5..11•Iry R..1.,.r ..r ARSI/M 1 S.c.2. DUR. FAC . 1.00 FROM TH rIg1I1R olla,do,FL 32837 r.r or. Inr.r.alo , thl. ro . a.n.ra ro • p.P• .ro FL COA#0279 ALPINE TPI .cpina..ra. 11TCA ....>bc m,ntry < . Ice ... Itt..r.,•ra illiam H. Krick Lic. Number 70 61SPACING 24.0" JREF- 1 VYB408 Z16 02/13/2017 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - JG1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W2X4 S 2.25 THIS DWG 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 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 447.56 lb Conc. Load at 2.06, 4.06, 6.06 139 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 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4III I 2X4(Al )= 0-0 Over 2 Supports R=810 U=199 W=4" R=992 U=235 H=H1 3-10-3 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) P H. PLT TYP. Wave FT/RT=O% O% /0 0 150.''PY`QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. uRNINGI•• VIM AND FouD ALL NGTES ON THIS DIwINGI TC LL 20.0 PSF REF R408-- 41942IWMANT•• FUMIsx THIS IMIIING To ALL CONTRACTORS IXCl ING iIR: INSTALLFJtS. Trua.oa roquira . tra.o c.r• In f.hrlca np, h r,tlllnp, .M1ipping, n c.11lry .ntl orKlrq. Re far to oil4.• 0. 708 1Lt.a wltlen of Rcsl c..11tllno men. t s.r•ty Infer ny'TPI .TCA> f r ,.fay praUPrl p TC DL 7.0 PSF DATE 02 / 1 3 / 1 7 L. p.rfor.lrp th... I —en.. Insc.11.r. sn.n prw m. cupor.ry er.ci nG p.r ECsI. oUn l.v mc.tl j-' • . top cnortl a . properly •tt•chW .tructur.l an. tobo[to. clrortl .h.11 h.vo . Properly t`R - C rl Gltl c•I 11 11 LocKlmn .ne.,. for p.r.•n.nt Lura'r trd nc er v .h.I1 h.— orclnp r:H I•'tivp RCs ' L+ T L' BC DL 10.0 PSF DRW HCUSR408 17044AOW 0 . ccl... R7. RT or R10.'o .pplluhle. Apply — o Ur o•eh f.ce -Z r r • , tl po. lco— ... no.n ..o r SC]ALP Jo mt 3 51l , mI. rot.tl oU•r•1,. R. r.r [ slrp. 1GOA-Z fr tr,tl.rtl pl.v poaclm.. tAlp ne. . tll„ „len of ITR e.,,Im.,Gb , Gre,p Inc. .n.n no e.pen.lele f .ny tl•„I.t,.n f (• BC LL 0.0 PSF HC - ENG SCN /WHK romp. my rd lure to nu11C an. Vua. In con (or..rw. d tM1 ANSI/TPI 1, ror ror h.,Mllrp. .M1l ppinG. ••••. t AN rrW COMPANY °n,t.11.tlon A hr.c„ of tr,,... •...,, ••f G TOT. LD. 37.0 PSF SEQN- 739184 NI — "16 d 119 .r ..v.I ..G. I r, I.tInR -1. .r" IMIe.iH .tt.pt.no. Of .rof...l.MI . I—r lllp 1 t DUR. FAC. 1.25 FROM THA` r....,.INIllty ..bly f.r w...Ip, .ho.n. Th..olcrllIq — W .f NI. Cr—.M for .tr,t r. 1. O'Y 2400 LikeOrange Dr, Slid, 150 r•..-rl.l l icy .r w RuIl M DOOIp r p.r ANSIR I 1 s•c.2. Orlmdo. FL 32E37 Ter ter. Inrer.alen ,.. thl. Jeo', 9.n.r. , p.y.. cM1.:• we FLCOA00278 ALPINE. . •Ip,n.lt- te-. "I---.tp n.t.erG, WC:: -- u,c y.ta. ICC .... ttb,g lkliam H. Krick Lic. Number MEOWW I NG 24.0" JREF- 1VYB408 Z16 02/ 13/2017 THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t 1S439-/7510 G ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - JG2 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X4 1.25 R 1.50 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 555.81 lb Conc. Load at 1.06, 3.06, 5.06 139 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 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4[6110 0-4-0 3X4(Al)= 0-0 Over 2 Supports R=1193 U=285 W=4" R=934 U=229 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) 4` QTY:1PLTTYP. Wave FT/RT=O% O% /0 0 15 FL/-/5/-/-/R/- Scale=.5"/Ft. WtNINGI•• RFAD AND FOLLON ALL NOTES ON THIS DRANINGI IFORTANT•• FIANISN THIS ORMING TO ALL CONTNACRIft MLIUING THE INSTALIERs. j TC ILL 20.0 PSF REF R408 41943 1•b:t'WIUo°o 'NCSI"W:el feprl utl,q` 1.,,tlllrg, ,m pp „g, in to 11 ..,d br«1rp. R`hr to oll s..ay n.f. a:.h, by'Tp1 acAl r .f. y Pr«ti orlo t• 0. 708 1 = TC DL 7.0 PSF DATE 02/13/17 p.rfor•Irq tMse fv.ctl.m. Ina[eller, shell prw oe trpor.ry br« per .CSI.fOUnl.,, ...t.d QQ top chord eh,l I b properly ett«1.ed •tract r,l eMeU.l, e,W bocav chord . ,II h- , Properly M1M1M1M1M1tQrIGI• cd I lrp. n..:calma ,1.P.h for per•emn["lebrel r vantInaa.11,C` ELC BC DL 10.0 PSF DRW HCUSR408 17044A10 a.,.Pr.•, ppputml.Applypia., ALF-D a'«hr«.or r•t•po,:m aM Jant Lt•Il,. ,n le tea aMrvl,e. Rehr to ,e:np, 1f0A-2 f' rd pl,u p.el[lan,. Alp:.. , .I „ o .f In w11.1 q O.•peneh , Gr- 1M. ,MII ,P o,pm,lble ro .P :a:Pn fr ' r •hr y^ T Q Q`= j vf BC ILL 0.0 PSF HC-ENG JB/WHK AN ITWCOMWWY eelrq. .ny f.11ure to bu11U the tru„ In cmfor•.nce .Ith ANSUIP. 1.'or for b.rMllnp, ,nlpp l.q. t.11.t,.h . br«,. or ....., tt` ' `.ee.,...••''G TOT. LID 37.0 PSF SEQN- 739187 I on this drsolnp or Ine•r pep. I1-Im "I• dr—Iro. Imle em•pt/m• •r prNr•..I•Ml erglneerlrq r pvr U111q ••bly ror W dealm Y . TM •oft 111ty .•d . of trio or_ I,p r> .hy •trlcur• I• rASIO A`, E' DUR . FAC . 1.25 FROM TH2400LikeOnpDr., Slutc l50 re•psrl•111q er the Wlld l,q O lo.er der 11N51/T I t Sc.z. i rsp 1 Orlando, FL 02807 FL COA N0 278 For «re Inror.,c1.,.. lhle Job'. ".r.1 h. de , Py. w th. b ALPINE: ... -W —1te,co•: M : ,.. tplh,t.orp, WrCA try coo; ICC ' we. ..rG illiam H. Krick Lic Number MEOWPAC " I NG 2 4 . 0 J RE F - 1 VYB408 Z 1 6 UL/ I J/LU 1 / TIIIc nVC ooCOACGn Conu rmDIITCG IUGIIT tin—c •. n1urm-nucl cnuIl TTCn pV -cc uCG k I34J7-//3IU L CLCV. -UNVIU wttKLT -- Lot LJ Keagan rolnte JHNYUKU, rL - LJ/ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 (A1)= LQ-1 -4-0--J 7-0-0 Over 3 Support R=360 U=61 W=4" RL=124/-30 139 mph wind, 22.10 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. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0(0) 15 WARNINGI•• RE1D Alm rOLLOR ALL NOTES ON THIS DRARINGI INPOfTANT•• FIIRNISx IRIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Tr,.am. r ulr. ... .r In r.brluu,lp, n.rleclrlp, nYppi n t•II br r urKslo cr.r.tyLc.•c IUon o . Rul 1pin• Coy11w1c s. r. y In r Oy TPI .M VTCA) pr.cticrolY11.11op•r r•r•Irp t Inac.11.r• •n•11 prw p•rt•R•r•ry b • - p.r RCSI. ,q top cn•r. .n.11h.— -,., • to lrq •M • pr•p.r1YraorlplUcaIInp. L«.tl on• •r1o.n p.ron.n[ I r.l•r rant .11•n v. br •clop Instil l.dcca aM ctl«• R], R1 er lo, .. •ppllc••I. Avv1Y c q r•curolV r„•s •n. poartocn .s •Lo.b .bouJolntD.uI L, mlo• rgt.o o41•r.lu R•f•r [o pral,p. 1C10A-Z for •L.rW.rE pl.b pof lclon•. cAlpl,w. plvl •Ion or ITV Rul 1p llry Cayww"c Gro1q I« •n•II ,qt bo rbsponslbl• r r •ny pbvl•tlon r roe AN rrW CUMRyNY I,q, .ny f•lluru to bu11E [M truss In cm for•.rlc• .Ito ANSI/Tpl 1, or ror n.rltll lrq >Mlpp lop, I l.cl« • br•c •r cru••o• I ns- 1 M "1• .1-1n9 .r povr p". I1.tlnp NI• ar—InG. IM1p•t•• -p- •f pr•r•••I wl •npinwrli r••p :bl I Ity ••I•ly f r w MI/, •Iv1. T •vltYll Icy ,• •r UI• .r 1,IN !K •,ry •CrtCtw I• 2JOOLde Onitge Dr.. Slum 150 Ir..po..lblllcr •f tn• NuI1.Inp G•.I..rr •.r ANSI TI 1 S.i. Odando. FL 32E37 F.r r. Infor•.cl« ... col. Jm . p.n•ra ,1. . p". b•It• FL COA ID 278 AL NNE; ....•1p—t. c ; TPI: ... cpinat...; VTCA: ..... .--try c . ICC ..I..brp R=169 U=81 R=127 U=0 aPM"F'i' o S T O Q` lop 6 liam H. Krick Lic. Number 423-10-11 3-1 -3 0-4-0 10 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 i 6ISPAC I NG 24.0" Scale=.5"/Ft. REF R408-- 41944 DATE 02/13/17 DRW HCUSR408 17044AOB HC-ENG KD/WHK SEQN- 736701 FROM TH JREF- 1VYB408_Zl6 U1/I3/1U1 / 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - 01 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 6 2X4(A1)= 0-10-11 R=-36 Rw=24 0-4-02 R=9 Rw=15 U=10 T L--1-4-0-J 1-0-0 er 3 upports R=201 U=56 W=4" RL=32 139 mph wind, 20.60 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 Cr i t: FBC2014Res/TP I -2007 (STD) a.! io .H:. PLT TYP. Wave FT/RT=O% O% /0 0 15. ,t.lEkI I,TY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NE.M AND FGLLM ALL TOTES ON THIS DRANINGI A• MP ••IORTANUR T•• FNISH THIS o 1110 To ALL Omnucrm IKL DING T1E INsrAtLEN1. TC ILL 20.0 PSF REF R408 - - 41945 Trusm, rpulro o -r- In r- c-t., ,. n rWl„q, ,n,ppu n c-Illnp .,.. . r„q. bfer co ..,. •11 ' 0. 708 1 - t MItI.n :.`K51`c. l I.I q r•Mnt S—ty ,nlpr.alp , by'T.I -1 -Tw'I r ..Lty pr-ctic TC DL 7.0 PSF DATE 02/13/17 op-r r:r-I.q an -a- rurot, o,n In. .C.. - N 11 .rov,N [por-ry b -ci,q per {CST. oUnl--- rotor e II b - prop-rinKt-cn•• -truccur-I -M wl,q -,tl betty c N -MI I Mv- • properly BC DL 10.0 PSF DRW HcusR408 no44aoa lJ rIpIG ua lrp. tx-tlma for p-r.-rrnt 1-Ur-1'r-a -1 nc of vb, . I M•- .rs l,q Imc-I ,-p`p- Ncs S T O •/ p.I,ceO L. Apply pla.,po,ltom ., •now, .M,- IIII III IIILIII I, 17 tM J.int 0.t-11 ,, ,n 1e-• rote •—%I.•. 11-r-r to creel npa IWA-2 Tor . .1d p1-ce po•I clm,, f Al pl ro. • pl•I,lon .I In wl I.I,p cp p,,.nt, crppp Iro n.,, rot w r-.ppo.lblo I .ny pey l.tlop rr.- '• r1 BC ILL 0.0 PSF HC-ENG KD/WHK Er-- Irq. -ny f-Ilure c bully cM truss In c,for.ero- elcn AH51/T 1 1, or I-r n,.11np. .nlpplrp, • AN mWCOMPPM in.c-I,. A .,—.n .r tr.,.... `:• '•••..-„ 1.••••' TOT. LD. 37.0 PSF SEQN- 736698 1 . r-1„M .r e.v-f P-F II.c17 Nl..1-1.0 ,m l— -...P - .f Pr.fM.l.I,.1 Al-. porl-11Icy .-t ,..y r.r t,» a..1v . TIr ..I— I Iq .r NI. prM,,,N r.r .ny .trtecv. 1. S ONAL DUR . FAC . 1 25 FROM TH LakermpDr. Suite 15O r..porr l-IIIt, or IIWI dl, D•.I ,•r -•r AISI/T I T S Z. yIpRIF Odatldo. FL 32837 For ror• Inr.roclm ... tnl. Job q.,rr-I ro , p-p• -nI cn-.- ab ALPINE. e...•, p,^-It-•=, TMI:---.tpin-t .:,, MA . illiam H. Krick Lic. Number 70 ISPAC I NG 24 .0" JREF- 1VYB408_Zl6 FLcoArons .....x,m,..try.t: Ito ... I«..f..•r 15439-/7510 C ELEV. -DAVID WEEKLY -- Lot 23 Reagan Pointe SANFORD, FL - CJ3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 2X4 (Al )= 139 mph wind, 21.10 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. 21-10-11 R=59 U=28 i 1-10-3 R= 50 U=0 IF T20-4-0 1- 1-4-0--J R= 222 U=45 W=4" RL= 62/-23 INrrrFNpr Design Cr i t : FBC2014Res/TPI -2007 (STD) P` ....H;, '•' PLT TYP. Wave FT/RT=O% O% /0 0 15 tr• ff R0.0,TY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NUD AXD Faaa Ilwrrs a TNIs awimii TC LL 20.0 PSF I11"MT•• FIIOI511 MS u INc To •II CONTPACTMS INMWING TlE INSTALLERS. REF R408-- 41946 Tr., m. rb,lr. • . .r. In r..rl..tl.,. n.nUlvq, n•P[m•byn tales ., . rin, .., r t....II • o. 708 1 = n. Lt.a tlon :rRC51`(R.IIUI q c..n• t S.ray Inr:r . TPI RTOA)rr.r ur.cy pr•ccic P" . TC DL 7.0 PSF DATE 02/ 1 3 / 1 7 c. r.ry . Ina p•r RCSI. Nnl.,, ,nc.e . cop cnora .n.n n•o. pr—,.y ncc.cno..cr,cc.r•c .hu hln — Pon oro •n•n n•.. • Pr•r.rq • n rlRl, allrp. taa,.n F.r wr..n.nt L.ra r., r.l.t.r.. nal n....r..l I.,tal•.`p: ecs -t _ BC DL 10.0 PSF DRW HCUSR408 17044AO9 R7. RT .r nN. .e .Ppucml.. bvlr pl.c.. c...rn r.c. .r ..a wauw ., .nw...w.,. : S T 0 • Q a' n.`J.Inc D.c.u., .nl... ,..cw aMr-I v. R•r•r co ar.a ,60A-Z r. •c...'.ra Pl.c• po•I cl•n,. dLFD . ,I.n . t .r r ,t• BC LL 0.0 PSF HC-ENG KD/WHK AlAI PI,p. I r IT• rullpl nR Cv.gw.•nc, Group Ine. .n.11 ro v.pon h. / .ny d.vl.tlw r w •••'• 1 f ny r:ll.r, t. n.— tn. tr.,, ,n .o.,r.ra<..Itn AxSI,T, ,.'.r r.r n.nall.q. anlpplrp. ;iC% . , .. • G TOT . LD . 37.0 PSF SEQN - 736699 ANrrWCOMRWY n,ca Luw • •r.c ,.q •r cr.,,o. ^ • • .. .• wl • n t111• r llp •r u-•r r•R• II•TI TA I. •.•.Inp. Itilo.c.. - -. •r rr•r...loP.l •npll lnp 17 I ly rre••I I .Ian. TL• wlt.•nIcr .d ....•iva. d; IM r•r ..y .cr,iur. I. % Is DUR. FAC. 1.25 FROM TH 2400 L•le Orange Dr, Suite W •.pb:_' .r a R.II•IM N• 1I r•r AIISIn rI T S.c.x. Odz*. FL 32837 F., . nror..cl.n ,.. nl• Jo.'. a .„ , P-p• . c ..• ,Ico: FLCOA9027a wPINE ---.•IP"-11t- M:--'.cp'n'c•^rN• ---•I==,-r...rg 1,VIIiam H. Krick Lic. Number 70 6FSPAC I NG 24.0" JREF- 1VYB408_Zl6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 43`J-//5 IU L CLCV. -UAVIU TYCCKLT -- LOL L3 Keagan rOlnLe zwmwrVKU, rL - UJJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" 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)= 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC 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=54 2-10-11 2-10-3 R= 89 U=0 T20-4-0 1- 4-0-J L5- 0-0 Over 3 511 R= 288 U=51 W=4" RL= 92/-27 Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 Imlwit, gyp` ...... VTR/`+., 4t. 9. @TY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NEAR AND FOLLOF ALL NOTES ON THIS DMNINGI IWORTAIM FINNIISH THIS u ING TO ALL caNMCMRS INCLUDING nM 11WALUMS Tr.,>•> r.,"Ir.. t ... .r• In r."rl...iw. n.ro W. >nlwl,. n tall, > ..cln,. R-1 a.. •11 1• c ft •pl [Ion of'NC51`(Nul Id lr., Cayon br• y Inr•r.ftl•n, OrfiPl •, NtU )'qr •r y prf<t. prl p• rror•,rq tJ.I runotl >. InaPll•r> >nal prwla [ffper•ry G p•r NC51. Unlof 0. 708 1 S TIC LL TIC DL 20. 0 PSF 7. 0 PSF REF R408-- 41947 DATE 02/13/17 DRW HCUSR408 17044AO8 d AN ITW COMPANY 100 L. Ix Omfe Dr., Site 150 o na.• tt. c .. ""`"'•' •"• nI , "° ..ttv `"• . I I "•"" • °r`°"r 1" rIRIG c•11Iro. L•c•[I .f !•r p•r••rnn[ I•t•r-I r•> •Int or wo> -11•n-v orc l,q Irnt•II•o`p• NGS N]. NT or MID. .> •w 11[f"1• App^Y PI•t•> t ••cn r•c `r ru>•oor•r M` Jolnt 0•[fllf. .n I•fs Ma•O •thl%i,•. R•r•r to or•-In,f I60A-Z r•r>etr.C-ro plat• wa[lent. cAlplrn • al vl•Ion or Ilt Nul tol-t CoRw.o to Group Int nM roapw.f l"Io f•r •ny a ftlon r i r• ea1E [ M [r"» In cmrpr..,.c..l[n AHsl.ra ,. •r r"r n.Mlln,. >Llwln,. nsu n. um a nr.clro •r v.,ff.> rlfn V. I. Er ln, •r orr rfo• I lftll» N1• .r lro. IM I.K.• fee•rc•Ir• •f rr•M•1•rul •ro lrM 1.lrlllqr1TM •ultANlllcyfn. u•• M .' •rf.InN r•r fny •t/[,• I.O A cy •r tJ. wual, D.•1 . p•r ANsl rnl 1 Sc.2. i Q T - L S1Oif yN A,, 6 pqr WarNONI BCDL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF HC-ENG KD/WHK SEQN— 736700 DUR . FAC . 1.25 FROM TH 6FSPAC I NG 24.0" JREF- 1VYB408_Zl6 OrludD. FL32837FLCOA00278F• r ter. Inr•rocl •.. >•• n1f J••'f "• f p• •••a v,.f. -•n >Ic..• AV1HE: m. aplrnl[-•=• -1---.tp—t.•r,, WCA. ---c,,...,try.c" IM --- Icc>•r• ^r, illiam H. Krick Lic. Number 70 TMIC I . DDrDaDrn rDm rmm mrc Imma n nenc a nluruclnuQ churn nv -cc urp I0`IJU-//,IU I, CLCV. -UAVIU TYCCRLT -- LOt L3 Keagan rolnte JANrVKU, rL - ITJ/ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 F_ 2X4(A1)= Lc----1-10-10- R=318 U=143 W=4.907" 9-10-1 Over 3 Support 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 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 100.08 lb 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. R=68 U=22 R=331 U=64 23-10-6 3- -14 0-4-0 Design Cr i t: FBC2014Res/TP I -2007 (STD) ,,00 \P` ...••....!iQj'1,* PLT TYP. Wave FT/RT=O% O% /O(0) 15. `B3' C Q :2 FL/-/5/-/-/R/- Scale=.5"/Ft. WtNINGI•• REAL Alm Falm ALL nines oN THIS olwlrel IWVUArT•• FIIRNI91 THIS ORMING To A COrrlAcrol6 INCumlrc TIE INSTALIFRS. It-, Co on• oil pic• prl 1.[.•[ b1[lan orrNCSlc(.ul lol np Ct•gb,wnt S.1. Inr•r•.[I•n, by o- RLA)rlor ..foty p- o p.r lor„np Ch•,• f,.,cclona. Ins ro.... [..yor.ry b «1,q p•r NC51. 1 1. •[1t'• 1.[r,c fay 0. 708 1 TC LL 20.0 PSF TC DL 7.0 PSF REF R408-- 41948 DATE 02/13/17 d Op AN mW COMWNY 2400 Lale Orange Dr., Slum 150 top clnr• M•11 n. . prop.rly .[[«nN r.l .M.[n l,q .rq bona. cnor• .n•11 n.". . prap.rlyr1N1ea.111n0. L.calm, >na.n far p.r,.n•n["1.[.r.1 r.,tr.1n[ .r .•b, .1I n.". br«1np In,[.11•U p. 5 ea. N7 ar no, ., .ppllubl.. Apply pl.c., to .«n r«. ar t .,.e pa,1[1an ., ,noon .,o.,. th. Joint Do- 1.. ..... p[.e o[n.r. . R.- [o prsl,p, 160A_i ru >a. more p1.[. po,l[len,. A1p1n•. • prol,lm or Ibu ev, Ipl np Ca o,wn > croup Inc. , .11 root bo ro,pon,l ble ror •ny aw 1•uw rro.r romp, .ny ra lur. co bulb tn. vu„ 1n aonror,.nc. a[nnANsvm 1, or ror n...o a np, >nl wlnv. n.t.11.t1w,. br« of [ru>.., real .n "I, ar InN ,r -or p4 II,tI y C I, dr•olrlp. 1MI. •ccep-. •r pr,f,,,1-1 ,r lrwrl,q r..p.rlblllcr w1.Ir ror cn. a..1p, oleo. nt. .vlt.plllcr .,tN ur .r U,l..r•,1„p r> ,y .crtc..ur. I. r., Ibllicy .f t7.. Nu11a1M Dooi „ p•r ANSIfWI 7 S-2. S T p 1 f CS ••••.. .G S1 •• ONAI• . I,• War I lp, BC D L 1 0.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DRW HCUSR408 17044AOC HC - ENG KD/WHK SEQN- 736706 DUR. FAC. 1.25 FROM T i 6ISPAC I NG 24.0" JREF- 1VY64O8 Z16 Odzdo,FL 32837 FLCOA90278 For •or. lnro tloo ... [n1. Jm'. 9.n.r.1 ,.a . pro• . u....... ALPINE: .••..Ip1n.,c..co,: rpl .•..tp,n,t.•r,. WMA:.... u."y.t ICCs1.... 41illiam H. Krick Lic. Number 70 NOTE: Details 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) IOd COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x30') NAILS. STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH IOd BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO OWEBW/ (3) IOd COMMON 0.148'x3') NAILS OR l\ (4) 10d BOX/GUN STRONGBACK BRIDGING SPACING REQUIREMENTS Llp to 10' None required 10' to 20' 1 roe (at center of n) 20' to 30 2 roes (I at each V! ts) 30' to 4D3 rails (1 at each IL ts) Dyer 40' Space roes at 10 - ' ts) so -Alt scab -on blocks shall be a minimum 2x4 stress graded lumber,' Now -AR strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' No -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 WITH 0Kmltylfi/e1in2) 010 - 3' SCRE yye STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES P!.eH 11VARNIN11I.. READ AND FIX LOW ALL MITES nN THIS MAVING! .`, •, t• TC LL PSF REF STRONGBACK1111"IRTANT1w FLRNISN THIS GRAVING TO ALL CONIRA..M IIC ..1. 1. INSTALLERS. Y yTrussesrece— e. trene care In fabricating. handling. slwpping. Installing and brocng, Refer to a : ! TC DL PSF DATE 10/D1/14 v V fMtor v,e prior rst edlton of BC51 (OWbing Component Safety Inform Udn . ., and SECA) far Fe r R 1actluspNortoperiornLtptM.e Tuns lions lni tall•rs shall pruvltle lonporary bra[Ing per BCS 7 0• O'+ e BC DL PSF DRWG STRBRIBR1014 lMers no otherwise, top Cho d shall hove Prpperty attached St—ClYrbt sneatryng end botton or shall have . properly attocMtl raid crmng. Loco lions shown for permnenl 1l feral re5 [ralnt of . 1 f7 (71 shall h"' orachg Ins tauetl per SCSI sec lions a3, R7 or LIO, as applicable. Apply dates to gash fa t, IIII 1( 11 If\ III of truss and Pnslilon as zM.n eb.r and an the Joint Details, -4... notetl .,her•,s.. T O Q BC LL PSFJ/ ---'LII II I ILI^J ILII \V\JI 111—' Refer to dr—I.gs I60A-2 For standard date positions. e, Alpine. a division of ITV budding Corporrnts Croup Inc. shall not be esponstate Far .ny d-I tbn f e 1 f ` TOT. LD. PSFANMWCOMPANYthisora„ng, any failure to build the truss in cwFrx•.anc• with ANSI/TPI 1, or for handUN. W ln. 'e L Installation L bracing of trusses. g D • e: . A seal an this drawing or corer Pag• listing this drawing, Indicet- acceptance of professional • ••••• 13ke 200 rpon Driv engineeryk. respms is th sorely For the design shown The vetaper and use of this drawing DUR. FAC. 1.00 Sua•200 for any structure is the ..pvraLlty of the Mldtnp Grslprcr per IWSI/TPI 1 Ser2. tt 17 Maryland Hefghis, MO 63043 ALPINFor ale LnF.r o ,IonP'ee this Job's general notes page and these web Sitesp .. pinstnrg, SbCA. . soc6,d.stryorgl ICU ..,JCcsafeorg PACING 02/13/2017 Gable Stud Reinforcement Detail ASCE 7-10; 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 nigh rind speed. 30' Mean Helaht. Portially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces I) 1.4 'L' Broce w 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r H1 / #2 4. 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' U S P r p3 3' 10, 6' 2' 6' 7' 8' 11 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' HF Stud 3' 10' 6' 2' 6' 6' 8' V 8' 5' 9' e• 10, 0' 12' 8• 13' 2' 14' 0• 14' 0' Q Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10• 01 it, 01 111 10• 14' 0' 14' 0• 01 4' 2' 7. 0' 7. 3' 8. 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' S P R2 4' I' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' IT 4' 14' 0' 14' 0' U D rr L p3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' B. 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0• 5' 7' 5' 11' 7' 5' 7' 11' 9' e• 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' d Standard 3' 91 4' 11• 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U S Ip it 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 5' 7' 6' 8' 31 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U u r Stud 4' 5' 7. 6' B' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' O r I r Standard 4' 5' 6' 5' 6' 10' B' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' 81 4' 10' e' 0' 8' 4• 9' 6' 9' 10, 11' 3' Ill 9' 14' 0' 14' 0' 14' 0' 14' 0' S P q2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 1- 2' 11' 7' 14' 0' 14' 0' 14• 0' 14' 0' p3 4' 7' 6' 10, 7' 3• 91 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' J D fr L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 11 1' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5• e' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' HI / #2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 1 12' 9' 14' 0 14' 0' 14' 0' 14' 0' d S P P 3 1 4. 10 • 8' 7 • 8. it, 10' 2' 10' 7 12' 2' 1 12' B' 14' 0' 14. 0' 14' 0' 14' 0' U LJ stall 4 10• 8' 7• e' Ill 10' 2 10' 7 12' 2 12, B• 14' 0 14• 0 14' 0 14' 0 0 l Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' e' 10, 9' 2' 10, 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0• 14' 0 ' d S P 02 5' 2' 8' 9' 9' 1' 10' 4' 10, 9• 12' 3' 12, 9• 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' f0' B' 4' 10' 3' 1 10' 8• 12' 2' 12' 8' 14' 0' 14' 0' 14' 0• 14' 001 ' D P L 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' II' 7' 4• 9' 3' 9' ]0' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' aymm Abouti able Truss Diagonal brace optioni t- vertical length may be I doubled when Diagonal 8' 3K brace Is used. Connect L I diagonal brace for 5250 I}- at each end. Max web Brace total length Is 14'. Z K)K i2x6 OF-L 02 or Ibetter diagonal T t Vertical length shown brace, single 8, In table above, or double cut 45' as shown) at L 1 I upper end. ontlnu Connect diagonal at I midpoint of vertical web. Refer to chart above eeVANNMOea READ AND rULLOV ALL KITES D1 THIS DRAVIN3 w.DPORTANTea rUMISH THIS DRAVDIG TO ALL CRfTRACTORS INCLUDING THE INSTALLERS. I T...... require e.trene car• in fabricating, henxalrg, chipping. instoleng and bracing Refer to a Folio. the ,oust parr ni NCSI (M.ttlwg eo.pon,ent Safety 111 provide . .,TPI and SICA—ck for sanerprocHcnprioreoperrorNrgtheseCunttlbns. InstaArrs shell provide temporary broct.g per NCSI. ILa•ce no otharede, top chord shall haveproperty attached structural sheathing and bottom c v V shall hove a property t tachew rlpltl [rW,p Locations sho•n for permanent lateral restraint of ee I7 shell Mve nd per RCSI sectbss or 310. le.plateinstalledperApply to each fat the r P— inQ5oftrussantlpos.tios obwr anti Ori %m J et s. unless Joints. unless rated of r isr. IILII\Vv llRarer to dra'Igs IWA-Z for standord plate positions. AN RW COMPANY Alpine. a division of ITV Malang Components Group Inc. shall not be responsible far any deviation fri this d—ing, any failure to bultd the truss In confornance elth ANSI/TPI 1, or for handling. shppinp, Installntbn L bra Ci g of trusses. A seal an this draetng or cover page listing this drawlg, Yalicates acceptame of professional 13723 R.—pon D—a wen neerYg respnrcEWd ty selyforthe design shoan The suitability tty auseof this drs.w,g Swill 200 For any structure is the responsibility of the Vdwg Designer per ANSI/T 1 1 Sec?_ Maryland Heights. MO 03043 ran rare infor ation see this Job's general rorthe tes page atca ..bsite. ALpDE. e•walpineitwcon; 1P1. •..tplest. orgi SNCIL eeesbcesustry.org; ICC. wee)ccs.resrg le t S T O. Q qITIONAL Tevl• 17 Bracing Group Species and Grades, Group A: S ruce-Pine- Fir Hen - Fir N1 / 02 Standard N2 Stud N3 Stutl1 03 IStandard Dou las Fir -Larch Southern Pine• 03 N3 Stud Stud Standard Standard Group B: Hem - Fir NI L Btr NI Dou nos Flr-Larch Southern Pine• NI NI 2 N2 Ix4 Braces shall be SRB ( Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad ( 0.128'x3.0' min) nails. K For (1) •L• brace, space nails at 2' o.c. n 18' end zones and 4' o.c. between zones. K)KFor (2) •L• braces, space nails at 3' o.c. In 18' end zones and 6' oc. between zones. L' bracing must be a minimum or 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0• 2X4 Greater than 4' 0•, but 3X4 less than 11' 6' Greater than 11• 6' 4X4 Refer to common truss design for peak• splice• and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT. LD, 60 PSF SPACING 24.0' REF ASCE7- 10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 02/13/2017 T' Reinforcing Member Gable Truss Gable Detail Fir I_ et -in VPrtirnlS Gable Truss Plate ppropriate Alpine gable detail for e sizes For vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overtop, use o to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 vroviae connections for uplitt specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails- 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails in the top and bottom chords. Toenalled Nails, IOd Common (0.148'x3',min) Toenails at 4' O.C. plus 14) 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 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014• A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC1010141 A18030ENCI01014, A20030ENC10IDI4, A20030ENDIOI014, A2003OPEDIDIO14 S11515ENCI00815, S12015ENC100815, S14015ENC100815, S16015ENC100915, S18015ENC100815, S20015ENC100815, S20015ENDI00815, S20015PED100815, S11530ENCIOO815, S12030ENC100815, S14030ENC100815, S16030ENC100815, SIB030ENC100815, S2003OENCIO0815, S2003CENDIOOBIS, S2003OPED100815 See appropriate Alpine gable detail for maximum unre1n;(0*W ,rtical length. VP...... ' 4' T' Reinforcement Attochment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nait - Or - End-nait 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 Example) Z. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T• Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' T' ReinF. Mbr. Size T' increase 2x4 30 2x6 20 rURNIfIGI.. RCA' Iwo fmLOV ALL NOTES IN T1US DRAtIIN D11.11TANT.• FURNISH MIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF LET -IN V E R T v V IILIf-` t (] IUI\\VIJII Ill r AN ITWCOMPANY Trusses require ..term. care In Fabricating, handling, shipping, installing and bracing Refer toFdlowthelatesteditionofSCSI (Suldip Component spray Informtion. by rPl and seen) For sorer prattlers prior to perl'Whing these functions. Installers small provide temporary bracing per SCSI. Has noted other.lse, top chord Shen have property attached Structural sheathing aM batten ch shall MVe a pI'Opefly aL tach.tl I'41tl CeNma. Locations, She- far permanent lateral restraint Of Yell insure bracing ImsIon as d eper- SCSI aledons tm 17 or nD, as appOSS no dot Oat!'- to each Facoftrussandposition - sho•n above and to ter tons Detaps, udrss noted otner.lsr. Refer to tlrp•ings 160A-2 Per standard plate positions Mpine. a division of ITV EubrEnp Components Group Inc. shall not be responsible for any deviation fr this dra,ing• any failure to Gild the truss In conformance .ith ANSI/TPI 1, or for handling. shipping. Installation L bracbp or truss.. p r0. 708 1 s C T OJ1 Q C 9 •e . \\/ pc1 ••• r ! V MAX. TOT. LD. 60 PSF DATE 10/01/14 DRWG GBLLETIN1014 13723RIverponDrive suite 20D Maryland Heights. MO a3043 A Seal thisHabig or cover page listing this dra,lry. indicates acceptance of professional mq•n.erinq r.sponsblUty Solely for the design she., Th. suit.blity .nd s. of this dra.ing For any structure Is the responsibility of the &AWQ Designer per ANSI/TPI 1 Sec2. For more Information ... this Job's general mats page and th... ..b sites, ALPINE. ...Atpinelt.comi TPL ..,,tptnst.orgi SECA, ..sbclMlustryorpi ICG aa.,lccsaFe.rp 1l1 /t` _\\- ON M` 17reewET• BUR. EAC. ANY MAX. SPACING 24.0' 02/13/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr,, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Uri 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, fall mnh Wind Sneed. 15' Mpnn Helnht_ Partially Enelospd. Exoosurp D. Kzt = 1.00 S 2x4 Brace Gobi Vertical Spacing Ispecles Grade No Braces 1) lx4 'L' Brace w 1) 2x4 'L' Brace 2) 2x4 'L' Brace vex i) 2x6 'L• Brace r 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B d U o u S P F HF p l / 02 4' 3' 7. 3' 7. 7' 8' 7' B' 11' 10, 3' 10, e' 13. 6' 14' 0' 14' 0' 14' 0' u3 4' V 6' 7' 7' V 8. 6' e' 10' 10' 1' 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' B' 6' 8' 10, 10, 1' 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard S P D F L n 4, 6' 7' 4• 7' B' 8' e' 9' 0' 10' 4' 10' Cr 13' 8' 14' 0' 14' 0' 14' 0' 02 4' 3' 7' 3' 7' 7' 8' 7' e' il' Ur 3' 10' 8' 13' 6' 14' 0' 14' D' 14' 0' 43 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10, 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' e' 6' ID' 2' 10' 7' 12' 5' 13' 4' 14' 01 14' 0' Standard 4' 0' 5' 3' 5' 7• 7' Cr 7. 6' 9. 6' 10, 2' il' 0' 11' 10• 14' G' 14' 0' U Qj / QJ LJ o D S P F FHl pl / N2 4' 11' B' 4' 8' B' 9' In, 10' 3' Il' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 8' e' 1' e' e' 9' e' 10' i' I1' 7• 12, 1' 14' 0' 14' 0' 14' 01 14' 0' Stud 4. 8' 8' V 8' 6' 9' B' 10, 1' 11' 7• 12' V 14' 0' 14' 0' 14' 0' 14. 0' Standard 4' B' 6' it, 7' 51 9' 3' 9' 11' 11' 7' 12' V 14' 0' 14' 0' 14. 0' 14' 0' S P D F L N1 5' 1' e' 5• 8• 9' 9' 111 10' 4' 11' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' I11 8' 41 8' 8' 9. 10, 10, 3' it, e• 12' 2' 14' 0' 14. 0' 14' 0' 14' 0' 93 4' 9' 7' 4' 7. 9' 9. 9' 10' 2' 11' e' 12, 1' 14' D' 14' 0' 14' 0• 14. 0' Stud 4' 9' 7. 4' 7' 9' 9' 9' 10, a 1), e' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 8' 6' 5' 6' 10, 8' 7' 9' 2' 11, 7' 12' V 13' 6' 14' 0' 14' 0' 14' 0' d LD x Lf O L1 Ffl S P Frtud q1 / 02 5' 5' 9' 2' ce 6' 10, 10' il' 3' 11' e' 13' 5' 1 14' 0' 14' 0' 14' 0' 14' 0• 5. 1' 9' D' 9' 4• I(r e' 11' 1' 12, 9' 13, 3' 14' 0' 14' 0' 14' 0' 14' 0' 5' V 9' 0' 9' 4' 10' B' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' V 8' 0' 8' 6' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' V 14' 0' 5' 8' 9' 3' 9' 8• 10' il' 11' 4• 13, 0' 13' 6' 14' 0' 14' 0• 14' 0' 14. 0' d CU S P D F L 5' 5' 9' 2' 9' 6' 10, 10, 1' 3' 12, il' 13' 5' 14' 0' 14' 0' 14' 0' 14' D' 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' 5' 3' 8' 5' 9' 0' 10' 9' 1- 2' 12' 10, 13' 4' 14. 0' 14' 0' 14' 0' 1 14. 0' 5' V 7' 5' 7' Il' 9. 11' 10' 7' 12' 9' 13 3•1 14' 0' 1 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group At S rube -Pine -Fir Hen -Fir 11 / 02 IStandardl 1 82 1 Stud w3 Stud 1 1 03 ISto ndard Oou las Fir -Larch Southern P"..— 3 t!tud Sd Stndar6 Staard Group BI Hen -Fir wl t Btr 1 Dou oc FV-Larch Soutnern Pinew a tll !1 12 w2 Ix4 Braces shall be SRB (Stress -Rated Baarco. uror Ix• So. Pine use only Industrtl 55 or industrial 45 Stress -Rated Boards. Group B vclues no be used with these rodes. Gable Truss Detail Notes, Wind Load deflection criterion Is L/24a Provide uplift connections For 55 pIF over continuous bearing (5 psf TC Dead Load). Gable end supports load Fran 4' D' outlookers with 2' 0' overhang, or 12' ply road overhang Y— tLAbout Attach 'L' braces with i0d (0,128'x3.0' nln) nags l If For (1) 'L' braces space nags of 2' oe GaOtr Truss N 10' end zones and 4' mc. between zones. War (2) 'L' braces+ space nags at 3' me. Dbgonnl brace nptlnru T NIB' end zones and 6' o.c. between zones vertical length nay be doubled when dingor,al 8' XE L' bracing host be a WWnum of BOX of web brace Is used. Connect L nehber length dngonol brace for 4501 tI Gable Vertical Plate SizesateachandMaxwvbtBraceI total length is 14% lII Y.E Vertical Length Tto i[e 2x4 DF-L 12 or Less than 4. 0' 11X4 or 2X3 better otingorrml T' Greater than 4' 0' 3X4 Vertical length shown bracei simile 8, in above. 451* or double cut LLW1Aiasshown) at upper end.I-I Refer to cannon truss design For peak, splice, and heel plates. 4, nrltlro.ous B rv` Refer to the B161du1g Designer for conditions Connect diagona at N otnt of vertical .vb. Refer to chart above 4 length. not addressed by this detal. c;o` u'"con w',n'n"'n2Uo°Mua";c REF ASCE7-10-GAB14015olllflQ„urt>'r(rtww"u'n",,,AD baur.,UM f irytsM regir* wxtr~ carve In Abrtatlna, handlrim u,ppbp, Fatmalip .na txY Rrfer to Tel for i 0. 708 1 s DATE 10/01/14wdniusastir. follow w tatwat .wnbn of RCSI (I,Aatna aorponent Safety Nfor,ntbu by practYM prior to pert—ft these /1r,ctk-,i. In.t.UerS unll prmrb4 tw+,por.ry tr.crp per KSL DRWG A14015ENC101014W..s natty oth-ake, lop chard Shall have proparly attached atructu l 0--D a w button Moll have a properly attached = ceNbU Locetl— Lhasa,, far pernanent tatrral resv.ht or haves installed tCL Rt, 17 &M. Apply to f.crrrrn,iil1I D alnll trwckv per awctOrta or aS apperable. p(atee —.A of Vasa w pootion ru clan above and on the ,>,w,t CetU., unl:. noted otMer.b— S C OSJ Q. - Oriaeallmdr.w,aa t6U1-2 far .tarrltN plate pasltlats t Atply, a d:rMm of ITv bAdna Corporrnts Croup lac. shall not or resporisUr for arty Deviation F iANRWCOMPANYtilttiraevoanyfabletob" the truss in confornarce anh M:SI/Ipl 1, or ror han&na. Shbltib 1 •'G\ TOT, 60 PSFrtstaaallanatY.clMa of I-- l ••••.•• • vS/ MAX. LD. Riverpon Drive A aMl an tit •-a.wl, or cawr pay ttu,a this tearnp aWcatre accrptarc. of profesab'" ar pYrerY p re vtlYtf colMy fr tM d dW, c or. TMa mitaYny w —lot ilia A•aaatp f i t• P' A ONA13723 Suito 200 ror banprw ,tore t t1r recpwer>palty of the bA ira awepnwr par MISI/lel l socL K loft f „'wds , 17 AX, SPACING 24.U Marylord Hoights, M003043 rm r,ore inrw—ti.. w thlc pa'. Ranrral netwe p.D...d tr." awb dies, O- IJ ALPINE, awa..tparttwcoru TPb aaa.tpinstarat SICA, ti -' -• sery vy iM swexcmfearp 02/ 13/2017 RIGID INSERT DETAIL - REINFORCEMENT FOR HIGH STRESS COMPRESSION JOINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75% OF THE ALLOWABLE COMPRESSION STRESS PER TPI 1 SECTION 7.3.9.2 OPTION #I: APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. BEND RIGID INSERT OVER THE TOP R BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF 1' AND SECURE IN PLACE WITH A KEEPER NAIL. KEEPER NAIL 1S TO BE SIZED AND SPACED TO AV ID SPLITTING OF THE LUMBER. i --1, 0 " MIN. 0 0 o KEEPER NAIL RIGID IN ERT JOINT LOCATIO OPTION #2: APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE J INT BEARING AREA. HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END, 0 0 0 RIGID INSERT WITH JOINT RIGI INSERT otmlmllitiff A MAXIMUM OF LOCATION 15.7 SLOTTED (VOID) P:;;••H:,!i4'a f AREA. f' WARNING1a• READ AND r41DW ALL NOTES IN THIS DRAWDI(i iwmANTes rtfimm THIS DRAWING TO ALL CINTRACTQK INCLUDING THE [HSTALU3M TC LL PSF REF RIGID INSERT Trusses require extreme care In fabricating, handling hipping. YntalWp and bracing. Refer to an police the latest of TICth (euf Corpvent Safety TPI and for sof Q• 7U8 TC DL PSF a to part* all potion, apart* bra t. proctkea too to np treat all ha m. Installers shall pnt—I terporary br.cYg per St. lYsess rotetl other•W, tap chord sMU have properly and aatton cspermanen BC DL PSF DATE 10/01/14 DRWG RIGINSRT1014vVsho—foshallhaveoproperly .tiacheo Va ce14g. LOcatbns shorn for permanent la terol restraint of aelateral Ibvr Instas per'CSI aectbns w as applicable. Apply plates to tech r.c r S T O d ILIA U\uVi of t and pomJ s theontH Joint D.LaDc. uNeac notes atlrr.la.. J Detail.. of trust and ings, 16 e. cho.n .cove plot. Refer to rtoaYlps 160A-Z For St.naarL plate po9ttnns Q a, j4,A, f BC LL PSF AN TN COMPANY Alpine. a dNiston of ITV Ereang CoMonents Group Inc. shall not be responsble far any deviatbm Fro this tlr.aing, any f.lure to bold the truss In conformance ,nth A+SI/TPI 1, or for handling, chlppig, 1 e fa,•e, „ TOT. LD. PSF inc tall. tan L b—Ig of truccec. A ..I on IN. d—aft or cover pope tlsurg this a-aaYlp, Ylaca tes acceptance of profecsbnal NAL EN1,,• DUR. FAC. 13723 Rive rpon Dnva Suite 200 engrearing responsEWty solely for the design shoran The artabslty and use of this av Ing roe any ctructure Is the responsibility of the umg Designer par ANSI/TPI 1 S—Z 17 PACINGMarylandHeights. MO 63013 roe nort lnforrotbn see this job's general rotes page and these •eb sites ee. ALPINE- ealpanelteconu TFI- •e•.toelstArgi SECA •.s.sbcM,stryorgi ICC• as•xcsafe.orR i U 1 J illjarn H Krirlr I iCS111Q11TPl-7.0g 02/13/2017 RECORD COPY 1 30' o 0 0 0 0 0 a a a a a a a a s w w IL U. L w Li Li w L Li w 12' 1 3'2' 1 14'10' 0 Q ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY Refer to truss engineering to verify all girder ply quantities and required nailing/ bolting pattern. SHiLUMB G 1312 EX6 4— BRG. 12 312T TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 10'- 0" HEIGHT 14) HHUS46 14) THA422 20'- 4" HEIGHT 8) HUS26 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENCINEERING SPECIAL CONSIDERATIONS FOR MECHAIICAL EOUIPMENT AND/ OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE Kcrsrtm+ IN WTCA 1- 11HB5'DESIGN RESPONSIBIUTIES•. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWNGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PRO ES90NAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REXUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION, AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPUCATIONS SEE GUIDE TO GOOD PRACTICE FOR HANDLING, INSTATING RESTRAINING Q BRACING OF METAL PLATE CONNECTED MOOD TRUSSES RECOMMENDATIONS' BCSI 2005) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS THEY SHAH BE BRA® AS SPECIFIED GN THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. 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 ACCU- SPAN TRUSS CBI:' 407- 321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DAVID WEEKLY JOB NAME 7510 C ELEV. LOT / suMV Lot 23 Rea an Pointe SCALE DATE DRAWN BY JOB NUMBER 2- 13-17 TH/RH 15439 y 416 IP RECORD COPY DF City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # ## 1 7- 5 1 4 ?i Project Location Address 2838 G SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors 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 REAR PATIO LOCATION FL# 15213.27 Sliding Sectional Amarr 10'-16' Garage Door FL# 5302.14 Roll U Automatic Other 2. Windows Single Hung Silverline Extruded Vinyl FL# 19715.1 Horizontal Slider Silverline Extruded Vinyl w/ Nailing Fin FL# 14994.1 Casement Double Hun Fixed Silverline Picture Window w/ Nailing Fin FL# 14918.2 Fixed Silverline Picture Window FL# 14918.8 Awning June 2014 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 Roof Tile adhesive June 2014 01 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 Simpson Strong -Tie H10 H10-2 FL# 10456.3 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 Please Print) June 2014 2/15/2017 Florida Building Code Online OW BCIS Home Log In user Registration Hot Topics Submit Surcharge Scats 8 Facts Publications F8C Staff BCIS Site Map Links Search b a 5 Y LC Product Approval iUSER: Public User r ProCurt Aporov11 Meru > orow.g nr ADpliraunr• S>ar- > ApPlirnUgn _itt > 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 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 12/31/2018 Validated By Ryan J. King, P.E. s Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE Ddf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 20Q2 _ ASTM E330 2002 TAS 201, 202, 203 1994 https•J/www.(IoridablDlcing.org/pr/pr app dtl.aspx?param=wGEVXQwIDgv3yWKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 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 0 0 Page I/20 0 i FL ar Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood '6'8 "Impact" Opaque Fiberglass Single Door - I Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) j Fiberglass Door i Limits of Use 'Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 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 i Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eva[ 15213.1.odf i additional 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 IT Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 RZ AE Evai 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j 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 (OXO - Fiberglass Door Configuration) Limits of Use I 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 FL15213 RZ AE Eva] 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 RZ 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 - I Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ II Inst 15213.5.odf https:/hvww.floridabuilding.orgO/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZlQRC3FgPGdg9zlTp%2bKNJ20gENbwWgY[OnaBQ%3d%3d 215 2/1512017 Florida Building Cade Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 68 "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 i Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.odf I 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 FLIS213 R2 II Ins, 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 Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 15213.9 ' i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing I 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.Pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 68 "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 FL15213 R2 II Inst 15213.30.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood : 68 "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 Il Inst 15213. 11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST115213.11 for Design Pressure Ratings, any FLLS213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. httpsJ/www.0oridabuilding.orglpr/pr_app dll.aspx?param=wGEVXQwtOgv3yWKJZ1QRC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBQ%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.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 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 i 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 R2 II Inst 15213.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.ocif iadditional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite" Glazing - Inswing/Outswing (X - Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 li Inst 15213.14.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 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.pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes i particulars. T i 15213.15 i o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.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 i Other: See INST 15213.15 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II 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 Eva[ 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "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 1I Inst 152L3.17.0f 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 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.0df 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 Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions https://www.floridabuilding.orgtprtpr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ10RC3FgPGdg9ziTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 II 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.odf 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 FL15213 R2 II 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.Ddf 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 If 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 I 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 G' © Pagel/ 2 40 f9 177-71 Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to teas entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are Public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: am rk' IN Credit Card Safe hltpsl/www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdggzlTpp/o2bKNJ2OgENIwvWgYlOnaBQ%3d%3d 5/5 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 has been evaluated and is in compliance with the Sth Edition 2014) Florida Building Code (FBC) structural requiements excluding the -High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as Fisted and spaced as shown on detach. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. when used in areas requiring wind borne debrts prolectlon this product Is required to be protected with an impact resistant covenng that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction. anchoring of these units stag be the same as that shown for Zx buck masonry construction. 5. Site conditions that deviate from the delaiB of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS Typical etevation. design pressures. L general notes Door panel detagsHorizontalrSMIEETDESCRIPTIONcrosssections Vertical cross sectionsBuckanalframeonchorucg - 2X buck masonry construction Frame anchoring - 1 X buck masonry construction 7 Ul of materials d components 7777771 37.50' MAX. OVERALL FRAME WIDTH Fz r 7- z O OS O O P • 141 P SWING MAX. FRAME DIMENSION DESIGN PRESSURE (?SF) POSITIVE NEGATIVE INSWING 37.50' x 97.50- 75.0 75.0 OUTSWING 37STx96.ST 75.0 75.0 0 a •: i =u 9. 4 Z 0cutyS 'Ja b sev[: N.T.S. JK LFS FL-15213.37 san _L or L l 43 47 O c 43 46 = V: b 4, : a== INTERIOR = N z° Q'c O; • e00o w• 'yam` •a., 4 $$ E W EXTERIOR \ F a 41 fi= 0 1 HORIZONTAL CROSS SEC17ON a 2 42 _ Cc Li . y1 O 35.75' MAX. 0.4' 1 w DOOR PANEL WIDIII 2 r eioP All u1 i f I GE S LE CAI _ _ 4 > CC. wcoCComp. _ _ INTERIOR EXTERIOR V 3.66' Ln a _ n KO 1 8 o I —luU-0a OuLrcN STILE h 1— P LJ L.J U — O aU 1 1 am OS/01/12 cz 1 1 2 VERTICAL CROSS SECTION scut N.T.S. c IS eOrfOM RAIL 2 PVC Comp. aING &AG BY. JK m LVl cm. n. LFS 3 ODOOR PANEL FL- 15213,37 n 0 Wcl _ L or 7 N 0 4 4 FMB. (TYP.I I Q: • „ 21 4 A A o.-Mu Fol F03 z n N * E'w s INTERIOR 1#' Ili ``` $ R m 7 N•po: T v i "ZV h $ 9>s! 18 40 ` 4 E - W1a X 3 3 U 3 EXTERIOR 27 G z $ y 17 V5 U O HORIZONTAL CROSS SECTION E 0. m a 3 Shown w/1Xsub-buck o N j O K 1-I/fhUN. I-I/PnnIN. & _ EMB. IttP.I ENIB. (TYP.) n a 3 4 I D C 0.I5* q q 0.15' g D m CSINK CSINK -- IYP.I 21 21 a I I O p z W w 7 c oe 40 INTERIOR INTERIOR 0. W J U • / • ~ ] Z V MIL. 05101112 i O 10 EXTERIOR EXTERIOR M MAL: N.I.S. g 11 27 Fi!d m HORIZONTALCROSS SECTION 2 HORIZONTAL CROSS SECTION ? inswing shown - inswng Oulswng shown - nswtng " olso oPpoved olso opproved S"m -jL 0, L V 1 z a O _ ur n •: 5 g z i O 21 7 d / o 21 oUl:, QC, u EXTERIOR f - INTERIOR EXTERIOR - INTERIOR s21VERTICALCROSSSECTIONu leVERTICAL CROSS SECTION 4 Shown w/t x sub-buct q Outswtrlg shown - Inswing also approved o, 0 a a EXTERIOR INTERIOR EXTERIOR INTERIOR V 0 40 7 31 33 0i j, N n Z SM N. S. J^ scuc: N. i. S. F M. Er: JK cwc. trr: LFS 3 VERTICAL CROSS SECTION r4- VERTICAL CROSS SECTION aam c w: 4 Outswng configuration q Uuwing configuration FL- 15213.37 span -I- (W -2- 6 h a 4" --1 1-- MASONRY OPENING I 2X BUC BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations of the comers may be adjusted to maintain the min. edge dlstonce to mortarjoiils. 2 Concrete anchortocotions noted as "MAX. ON CENTER"muSl be adjusted to maintain the min. edge distance to mortar jolnts. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete onchor sable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY TOADJACENT EDGE ANCHOR IIW s 1/4" 1.1/4 2' 4- TA CON ELCO 1N- 1.1/4' 1" 4" ULTRACON I WOOD5CREWINSTALLAnON NOTES: I. Mu4dain a mirimum 5/8" edge distance. 1"and distance. 6 I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB MASONRY OPENING FRAA 2X BUC FRAME ANCHORING Masonry 2X buck construction i OA; tii i n v` P L'mzu q li ppEEG x 7a s o: Q T Ln cs W r. co W KO Y HINGE DETAIL lom NorSTRIKEJAMB SWS LATCH t DEADBOLT DETAIL wrL; 05 01 12 sent+ N.I.S. owe. ur: JK am M LFS tp~c u0: FL-15213.37 shca _L or L 6- r ` Qom: A. co TYP. HEAD 3 'ErLI #1 SEE` °u ro z MASONRY JAMBS 3 4 m g WOPENING HINGE DETAIL Ll sz CW 4 8 3tf FRAME i „E x m0 o Z$ x G 28 n 27 I BUCK of o n LATCH L DEADIIOLT DETAIL iYP. ®$ILL u O C120 h CONCRETE ANDfOR N01F5: HINGE JAMB FRAME ANCHORING STRIKE JAMS 1 Conf7oto bnchor bmiwu at the roman my be o weed to matnioln tiro mkY MOSOrYy 1 X buck cons6UCtbn adpa dhfcn to mort-phis. c; 2. ConCrute afdfor bcaom nolea bl'MALL ON CENTER'msl De ocoAled to _ 1nWln The mht odpe CrWonce to mortarphn. oddJbl d co .Ni cndh - - moy bo roquiud to w o Uv'MAR. ON CENTER dYnorMon ato rot o=ooded '^ 3. Corfvelo onchar facto: w N ; 0 O = Z uu arE:05 O1 12 i sr. r. UIIRACON' i/r 1 1/A' N.T.S. 9 DIC BY: JK o' QW, fr. LFS 3 WOOD SCREW WSIALLAIION NOTES. DIUWWC UD; u t.mwac!n a nftrYmturf Wedge dstance• Iona ditance. L l'o.C. tpOCufp of FL-15213.J% a nwoodrev,; to prevent the gAllrrtp o/ Woos. a WEE 6 OF 7 J" ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEANCE TYPE SIZE EMBEDMENT TO MASONRY 10 ADIAC BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=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 ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 2/4"PFH ffW CONCRETE SCREW STEEL G 3/16"X 3-I/4^ PFH ITW CONCRETE SCREW STEEL H 1/4"x 31/4" PFH ffW CONCRETE SCREW STEEL I 1/4" X 2-1/4- PFH ITW CONCRETE SCREW STEEL J 1/4" X 3.3/4"PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1/T PFH WOOD SCREW STEEL M q9 X 2-I/4' PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4' X 4" BUTT HINGE 10 q9 X 1" PFH WOOD SCREW STEEL 1 I R9 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 980 STEEL 21 HEAD G SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 6 HINGE STILE CAP CELLULAR PVC 44 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL Z. A Q=z ell Z 0l p tmi V N .. 46 Eop z u Cp § CW I HEAD SIDE Eg s= Poh6b 1 8 ?u 5.63' g r. IGIJ O N ^ X Uy 40 a o 3 J3 ADJUSTARLE INSWING THRESHOLD 4.56" 1 h Ln L d o V N iE En1r S I OU WI G El MIT RESHOID a j u h W = ITV Q i w wa 05 01 t2 3' E swu N.T.S. ° owc JK m cM.. or LFS i UMwuG uo_ R FL-15213.37 0lway7or7C 1r 2/15/2017 Florida Building Code Online rt44 f BCIS Home log In user 4egatrauon Hot rooks SUDMA Surcharge Slat. S. F3c Puohcjdons FBC Staff acls Site Mao Unts Search b a t Product Approval4USER. Puck User rorur- tavn•N nq-1 > :.r.. :r sra -•im- i :- > Alnl,-9C,In > 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 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@piaspro.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. Validation Checklist - Hardcopy Received Cerificate of Independence F1 15713 R2 CO1 C`RT;F; AT= idr Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 1997 101/i.S.204AFS 2002 AAMA/WDMA/CSA 101/1.S.2/A440 2005 ASTM E1386 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https:'/vvww.iloridabuildirg.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgv3yVVKJZ 10RC3FgPGdg9zlTp'/o2bKNJ2OgENbwWgYlCnaBQ%3d°/a 3d Mi 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 40 Page 1 / 2 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 FLL5213 R2 li Inst L5213 Lodf 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 F1 15213 R2 .AE Eral 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 68 "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 R? H Insr 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 F1 15213 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 (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 R2 IT Inst 152! 3.3.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=1 152!3 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 68 "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 F'_:52:3 R.2 II Ins, 15-1_! 3 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 F1_15273 R2 -1c 2v31 15213 :1.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=!'-5?:3 R? it Inst :51:3.S.-df https:!/ wvvw.Ioriciabuilding.orgiprlpr_app_Otl.aspx?param=wGE`/XOwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 2J5 2/15/2017 Florida Building Code Onlire Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: see INST 15213.5 for Design Pressure Ratings, any FLIS213 P._' ,9 Evil 15213.5 ocF additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P2 11 Ins- 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 F1 L5213 R2 aE Eval 15213.5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/'Hood 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 F1,15213 R2 li 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 Other: See INST 15213.7 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE Eval 15213.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.E 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 FL1521_3 R.2 11 Ins,, 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 F1 15213 R2 AE Ev31 ! 5213.3.df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 13213.9 i. Smooth/Wood Grain/%2/hite 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 IT Ins, 15213 9.a1f 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 R2 AE Evil 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 6'8 "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 Hi5213 P.2 II Ins, 15213.1').,:idf 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 15213 10.:;df 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! 5213 P.2 1: [nsr 15213.1 . :)Cf 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 r_Li2:3 P2 AE =v31 15213.LL. Cf additional use limitations. installation instructions and product Created by Independent Third Par_/: Yes particulars. https:i/www.,Ioridabuildirg.orglpr/pr_app_dtlaspx?param=wGEVXOwtDgv3yVVKJZIORC3FgPGdg9zlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 36 2/15/2017 Florida Building Code Online 15213 12 1. 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 ins' 15213.12.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: Sea INST 15213.12 for Design Pressure Ratings, any FL 15?13 R2 AE Ev31 15213.12.cdf 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 F1 15213 R2 If Inst ! 5213. 13.0df 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 15213.13 for Design Pressure Ratings, any F1 1520 R' AE Ev31 15213.13.pdf 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 F1 15213 R2 IT Ins' ' 5213 la 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 FL15213 R.2 AE Eval 15213.1a.r-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 0. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/ htahogany 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 F1 +5113 R2 [I Ins' 15713 15orif 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 15 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 16 p. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/ Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 1 52: 3 R2 Ir Irs' ' 52' 3 15pdf 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 FL15213 R2 AE Eval 15213.15 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 17 q. Smooth/Wood Grain/White Wood 68 "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 F' ' 571 : P2 le Irst 1521,3 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 51; 3 P' -1_ =y31 13113 L7_:=f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 13 r. Smooth/`Hood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/ Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXD Fiberglass Door Configuration) Limits of Use A Installation Instructions hltps:!lw, vw.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVXOwtDgv3yWKJZIORC3FgPGdg9zlTp%2biGVJ20gENbw`r/gY1CnaBO%3d%3d 415 2!1512017 Florida Building Code Online Approved for use in HVHZ: No FI +5713 P2 Ii Ins' 115713 13 od 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 FL15313 P2 Ai Eval 15213. t3 or: additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. _ 1.5213.19 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 Fi 157 r 3 R7 I, jnsr 15713 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 Ac Ew3l 15213.111.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. _ 15213.20 t. Smooth/Wood Grain/White Wood t 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 FI 15213 R2 11 Ins.' 15213_20 ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 P.2 AE Eval 15213.20.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. Go to Page d d ai Page 1/ 2 0 d CGntac Us :: 2501 almr Stone Road. Tallnhas;ee FL 323M phone, 950.407-!824 The State of Florida Is an AA/EEO employer. Copv-,nht 2007-2013 State of-10nda.:. P,Ivac•y Statement Accessibihry Statement Refund Sr3ternent 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 tnis entity. Instead, contact the office by phone or dy traditional mad. if you have any questions, please contact 350.487.1395. 'Pursuant to Section 455.275( 1), Florlda Statutes, etfeCtive October 1. 20t2, 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, alease provide the Department with an email address Nhrcn can be made available :o the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credii, Card Safe https:!lwww.floridabuildirg.org/pr!pr app_dtl.aspx?param=wGEVXGNtDgv3yV./KJZIQRC3FgPGdg9zlTpeio2bKNJ2OgENbwt.A/gYlOnaBQd/p3dd/d3d 5(5 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 evaluated and is in compliance with the 5Ih Edition (2014) Florida Building Code (FBC) structural requkements excluding the -rIfgh Velocity Hurricane Zone' HVHZ). 2. Product anchors stall be as fated and spaced as shown on details. Anchor embedment to base matorial shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that compiles with Section 1609.1.2 of the FBC. 4. For Zx stud training construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditlons that deviate from the details of Ih is drawing require further engineering analysis by a licensed engineer or registered architect. TAKE OF CONTENTS Typical elevations. de ' pressures. & general notes DoorpaneldetalsPSIHEETDESCRIPTIONHorizontalcross sections Vertical cross sections Buck and frome anchoring - 2X buck masonry construction Frame onchoring - IX buck masonry construction 7 1 U of materials, glazing details & components 37.50- MAX OVERALL FRAME WID1H 1 Z Z 3 t^ L O M Vmm2 = x p o O P FULL LITE 3750 MAX. OVERALL FRAME WID1H 3/4 LITE i % tiO ` Oi n 1 poZ n m z U N U 9m•W 5 a 1 a. Cd2z 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" GI 37.50" FULL LITE 21.00" x 79.00" 47.0 47.0 OUTSWING x 3/4 LITE 21.00. x 63.00' 47.0 47.096.50" L: N.T.S. o er. JK u. n: LFS u+nw D_ FL- 15213.27 rca I or 7 48 46 39 INTERIOR T EXTERIOR 41 35.75 MAX. DOOR PANEL WIDTH 21 AO' MAX. I ^. WIDIIi ODOOR PANEL Tut hle 1 HORIZONTAL CROSS SECTION 2 1.5r --{ 35DR F DOOR ' PANEL WIDTH —T 21WMAX. I m i n, WIDTH i0 RAIL 2 = e Ca PIS BOTTOM RAIL CdJar PVC Et1 DOOR ANEL 3M Oa 2. 75 —1 L LATCH A HINGE STILE UTCH A HiNG Celuly PVC SNe support 4! 7 STILE REINFORCEMENT Glj:_ u i HY, c a i •'• GCb o n o b E 5 CW V J maa s` Z INTERIOR EXTERIOR I- 11TFM-o- 02 t6 12 i. S. m or. JK C W: LFS 2 VERTICAL CROSS SECTION DRwrf4 No 2 FL -15213 2 7 SHM — L of L 0.1S CSINK TYP.) 20 21 c INTERIOR as L `J EXTERIOR e O E 1 HORIZONTAL CROSS SECTION 0 3 Oufswing shown -inswing also oPproved I-1/I" MIN. INTERIOR EXTERIOR 3 HUKILUNIAL LKUSS 3MI1UN 3 Shown w/IX sub -buck INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 3 Outswing shown - Inswing also approved 4 Ue' L. 55 OP 01 in 1 N •• U n Qux 9d`oamYmaaL' Y Y6 a J6 i W 0Cr 0J: stm0 sWN Z 4 4 2 O o c 1-1/4-MIN. a = t EMB. (TYP.) z C 02116112 xc N.T.S. ' w OY: JK 6 ik Gr: LFS 3 Arm NO.: " FL-15213.27 " c En 3 or 7 " L v z dU EXTERIOR ----'//` ' — INTERIOR t11 VERTICAL CROSS SECTION 4 Oulswing 0.. - irnwing also approved EXTERIOR INTERIOR eVERTICAL CROSS SECTION q OutsMng configurotion EXTERIOR INTERIOR eVERTICAL CROSS SECTION 4 SW. w/IXsubbuck EXTERIOR INTERIOR 4 VER17CAL CROSS SECTION 4 hswing conWation Z W'.. r;:ian a maa C = E .mac\• O p 3a a z Q z in C 0 Ia o n I I I I I IZI ac 02116112 Al: N.T.S. w or: JK n or. LFS ! Alva xo.: a FL— 15213.27 c w 4 OF 7 " MASONRY OPENING 2X BUC BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be odjusfea to maintain the min. edge distance to n1warjofnis. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to mainloln the min edge distance to nlonarjolnls, oddltIonol concrete anchors may be tequked to ensure the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor toWe: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY TO ADJACENT EDGEEDGE ANCHOR I NI 1 /4' 1.1 /Y Y iAPCON• ELCO ULTRACON WOOD SCREW INSTALLATION NOtE5; I. mohioin a n**num 67<T edge distance. 1' end &lance, A I' o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAt 2X BU( FRAME ANCHORING Masonry 2X buck construction A=ua. I;z_z2"m in n 7 o n 0 i p i Zu L 9s o d mpangy O E aZ a W N 2 o2 u go o o O R p ZQQcS R HINGE DETAIL y J STRIKE JAMB a 3n r 27 N 6 Q j i WU02116112 LATCH ADEADBOLTDETAIL wsss N.T.S. L JK c O« er. LfS i awc;a NO: ° FL-15213.27 sarT 5 or 7 I 1 ' _• p'. Jru n J to f N ,5 TYP. HEAD 3 10 — •• JJNrn I I` 6 N u z MASONRY JAMBS 38 E p i ofOPENINGo: @ u c ad 1 V • ° y v to a: It E Egc Z gV HINGE DETAIL 0. jam - O FRAME mF 2 ^ G 28 a 8 , 7 c . VO IX BUCK &I T TYP. @ SILL LATCH A DEADbOITDETAIL H z HINGE JAMS FRAME ANCHORING STRIKE JAMS CONCaEI[ AJdCHOa NOTES : MasOryY IX buck cotntfudlon a I. Cp,nele anU,p locations R oftheCanlOfimaybeocgwtodtomaintainccthin. edyo dnlonce to narlorpints. 2. Conesern anchor bcal"U noted W -MAX. ON CENIEr nllit bo adllnled to rnainfoi, the min, edge dtuancn to mptarjoinh, addutor,d connote ar,n,vs ndy bo neq,*ad to ennle this •AIAX. ON CENFEIr d nm nslon pis not exceeded r S. Connie anchor table: n 0 i O = u nor 02/16/12 = swe N.r.s. ° Drc er JK u oa. n. LFS 3 aiAVOIC M: a WOODSCREW WSFALUDON NOFES: FL— 15213.27 n 1. Maintain a iiniixin, Wedge dolonce. tend distance. A f•o.c. spacing of ood Enewt to parent Ihn spill" of wood. WEI 6 a L t ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT fO MASONRY TO ADJACENT EDGE ANCHOR IFW IA CON Ip• I-1!' r c FlCO UIfRACON I!1' 1 1/? 1• Irw . u• b1N• r 1•i/T IA CON BILL OF MATERIALS ITEM 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 2-3/4" PFH ELCOOR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMING10ASTMC90 CONCRETE F 1/4" X 2-3/4' PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4' x 3.1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1 /2" PFH WOOD SCREW STEEL M 4 99 X 2-1/4" PFH WOOD SCREW STEEL 7 FORCE 5 WEATIIER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 9 X 1" PFH WOOD SCREW STEEL 11 9 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES (780( STEEL 20 FINGER JOINTED PINE FRAME, HEAD 3 HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.086" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH S HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 1 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND SILICONE Q•• n AN Z 2 O POgoov •. gyp Soo 20 HEAD i SIDE JarAl lull 1 ia•: u 5.63 in mrmaas 0 3d V u 37 ADJUSTABLE INSWING THRESHOLD z g so Y W V 41 oI Ll B o 2.44" --I 8HEAD A SIDE 2t ffl_ " 4.W -I J4 ADJUSTABLE INSWING THRESHOLD 4.68" h Azd f N ma, 02 16 12 i SWL: N.T.S. L - r—T DOG, or: JK a ua BY: LFS 31 31 OUTSWING BUMI THRESHOLD DR n ,G b- FL- 15213.27 c van 7 a 7 2115QO1; Florida Building Code Online 6--l- u: frofesimal Reo6litjon"'.. SCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats 6 Facts Publications FBC Staff BCIS Site Map Links Search Florida 4 r Product Approval USER: Public User Prndurt noornvnl AIPnu > P disc or .%ophrxinn Seewri > Aooll,:7non List > 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 Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.odf Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https:Nwww.floridabLdiding.org(pr/pr_app dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 115 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/26/2015 11/09/2015 11/09/2015 12/15/2015 Summary of Products i FL # Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 (N1600); 1 Dwg. IRC-6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); j Amarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 j Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-140-24 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-24 Reoort 7-10 FL.odf Created by Independent Third Party: Yes i 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) I 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 +31.91-37.2, 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 II IRC-6016-L45-24 drawing 7-LO sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-145-24 reoort 7-10 sealed.odf Created by Independent Third Party: Yes 5302.3 I Stratford (M600); Heritage (M950); 'Dwg. IRC-6018-110-15, 16'2 thru 18' wide. I 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 H IRC-6018-ILO-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6018-LIO-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes I I 5302.4 Stratford (1-1600); 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. i Installation Instructions FL5302 R7 [I [RC-6018-120-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL-5302 R7 AE IRC-6018-1.20-15 Report 7-10_FL,odf Created by Independent Third Party: Yes 5302.5 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 fI IRC-6009-110-11 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE OD48579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-L10-11 Report 7-10 FL pdf Created by Independent Third Party: Yes httpsltwww.floridabui Iding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDqunL7seVZM FLLe00ysN2RYes%2bbXzb2L01g%3d 215 2/15/2017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, 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: +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 a replacement door. Installation Instructions FL5302 R7 11 IRC-6009-100-11 drawing 7.10 sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-100-I1 report 7-10 sealed odf Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120.15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, 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 If IRC-6009-120-15 Drawing 7-10 FL.pdf Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-120-15 Report 7-10 FL,pdf Created by Independent Third Party: Yes 5302.8 Stratford (M600); Heritage (M950); I Dwg. IRC-6009-130-15, 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: +26.7/-31.6 Other: Design Pressure +26.7/-31.6, 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 II IRC-6009-130-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-130-15 Report 7-10 FL.odf Created by Independent Third Party: Yes i 5302.9 Stratford (M600); Heritage (M950); Dwg. [RC-6009-140-LS, 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: +31.0/-35.1 Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6009-140-15 Orawina 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-140-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.10 Stratford (M600); Heritage (M950); ; Dwg. IRC-6009-150-15,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: +35.6/-42.1 Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6009-150.15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-150-15 Reoort 7-10 FL. W Created by Independent Third Party: Yes 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,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, +45.3/-51.2 Other: Design Pressure +45.3/-51.2, 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 II [RC-6009-169-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-169-15 Report 7-10 FL.Ddf Created by Independent Third Party: Yes 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 It IRC-6016-100-15 Drawing 7-10 FL od` https:l/www.floridabuilding.orgtprlpr app_ tl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 315 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, 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. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-100-15 Report 7-10 FL.pdf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 It IRC-6016-110-15 Drawing 7.10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-110-15 Report 7-10 FL.p.If Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-120-15 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 1 Design Pressure: +21.8/-24.8 i Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. i FL5302 R7 AE IRC-6016-120-15 Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region I Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. t 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10' Thru 16' wide. l Oak Summit (M650) I Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-130-15 Drawing 7-10 FL.odf I 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.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes i unless structure is designed as partially enclosed or door is a replacement door. • l 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. I Oak Summit (M650) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-140-17 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-17 reoort 7-10 sealed.pdf Created by Independent Third Party: Yes 3 rc'r 'JD Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law• email addresses are public records. If you do riot 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4S5 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address• please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Qi_: ec• -az Credit Card Safe httpsJ/www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LO19%3d 4/5 2/15/2017 Florida Building Code Online httpsl/www.floridabuilding.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOCysN2RYes%2bbXzb2L0lg%3d 5/5 9 ADJmTASLE 10-LER CARRICII TTACHED V/ Q) I— 1/r TILT L MY PER 32ACCE7 16 GEL AL GV. RESIDENTIAL 0 TIP RELLER "A"ET ATTACHED V/(3) "" 3/.• r. HEAD SCSTCVS rue wAucT TYPICAL TDP FIK TURD$_/ 1 r 2 OF 01SEEG,5Su STRUT AND STILE L TARE STUXAr+ ". SAYE ti GA RESIDENTIAL CU. HIKE ATTACHED 2' TOP TI]THX ATTACHED V/ V/ ( A) V.' . 3/4'rl HEl HEAD SCQVS HE. HEAD SERENE Ap,RISTA1lL Al CE SRAMT ATTACHED I, 2) V.' . r EQT AND NUIS 20G. STRUTS AT . O 1- 4 HE. HEAD SCtLVS AT EACH CENTER STILE INSIDE ELEVATION r ROG. STRUT x. T.S. ATTACKED V/ 1. GA CUWAFE HER WAD fCR[vI CND HINGE AIT.CW AT END AND CENICR EVA STRUTS w HE.HEAD fCKVS ATTACHED V/ QD VA' a/.' HE ASptEVfNCA WAD Ai Pala( CARRIERS ATTACHED EACH END STILL To 116E V/ 11, , . 3/.' MCI, HEAD SCRLVS HER CARRIER r 7-RALL STEEL 02 MTLON SHORT MN ROLLERS Inv RETAINER rd bA- THREADED 9-13 TYPICAL DURASAN END HINGE O HIS3/ 11• DIA . 1-3/B- LAD Ba7 ARAO TO JAM AT EA. JANB wAEAET 3 . a ST. OR Err Om. R OR ecnp) 20 GA CENTER 3711E 90 S !e m STEEL R[ 7/ 1/' ML 1 7 REEA ED 1'— R l (1) T311 RDUEA SPLICE EELT AHD NUT T LAIN. STEEL 711AC. OR C2 RIVETS TRACK MIOPESS O]I TRACK MOUNTING DETAIL N. T.1 LIPLVL TYPICAL DIRASAFE •CENTER HINGE NTS O T D tf,aOJDO STILE STITrCKK CP LRATEa IN M,Q KLLCs) T d TOr S[CTid OLT 1T ^ Q[ S roe STRU, ` r TTKHKafurSTRUTUmGpHLC ISREDIIDIEDIF A. rwDUGH( N0 C D O TRACKS AT THS LOCATION 1/.•- 2D TRACK RJR MTS A NUTS To AAy WTH (3) S/Ha• am . 1-3/1' ou, . 1-S/1• nACNm TD JAVB AM @RACKET IRACI SFUOE RRI a DR ( R) RATS TADLC D d YEAR 3 JNq RRACKET SPAUIG r O fU r[0 Gk SECSTRUTS TRACK CONrICUlAODN FOR R'B• UP TO 14' TALL DOORS TION C CCXCUJDlNG TOPI TYPICAL STILE STIFFEASR /^ Z , IT, ON TIP SECTION A 4 L. E 11AR1 U d 1. ] TTDr DRAptEr iY (Io a lEll'6 DIJI n rat STRUT SPACINGRAOED/ vUlIS AfOVIOE 70 .Q 3+ HE/K(N[AD SqL 7 • A VMTD pool DI.1o.T1 K6ygal 07 IU LL2 Ro L, rP OpTId® AL ADTIONIM AID QAIK WTO3 ENTl v UNOCT"RILT" R R>® IOQ E 0 AIR rLlnT EACH O CONT. Etta 11E,Aa1ER C Aam UJU "it t O RCTTOK BRACKET R/ COAT. BlY YAL 0 10 900 DOr R WO MWWAIM DI 1 2 d 14 GA THICK ATTACHED Am iR01 YEAR ItgQR V/1D VA• . 3/4' I DJMI U Q W. HEAD f[RCVS ®OADLOm6 5ECTION A - A (9DE W1EWAR Sze 14' HEIGHT YA ; ptuursFr g IS- WIDTH meP Hnarr 8 0±. \G ••IV GC ii ac r 7- 11ALL STEEL ON NYLON NCKHI w. >; = h; Na DD4H579'.f^ <E SHORT STEPPULLERS7/16' RETAINER r(P N,O•Q, `{} -i L NON-THAKASLD SnYTi 'P DESCH LOADS " 121.E P5r : TY N' ICAL II0i70N CRICKET/ 4 I y, -74R PSF a+ 9 GF .•G i 1 YlPLANOf® : ELF as nD/n3RKaa3TVD (2) RDVS Or THE E (3, VENTS EQUALS 15 Sa IIS1Q TEST LOADS 37.PSF J7.2 Pss 11 1 •` pp-' EO /I2 041QLtitL a E IJJIt::a'• ' FL OPTIONAL VENTDETAILN.T. 3 L"`.oJ//J THEMETHOD OF TESTING WAS IN SUBSTANTIAL DIIC.fA] NO M+R Nw M L0m I HE M OOP O wAHaRnAm i0 M .DnRK iRA0. M A.Ot M LW n C, mc=.Cg A M HG, M It1Rb11LLJA,M p HEA001 KtC4 b Iw10 P J I / ]] yI/./yEM/Vr/ W_+/' 1I CONFORMANCE WITH THE PROCEDURE DESCRIBED IN AST)+ E330 AND ANS/OASJA 108. THE PRESSURES SHOWN ON THEt DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS ( 5 FEET OF DOOR WIDTH IN THE E ZONE. ROOF AT ANY SLOP' : WIND SPEED MPH 15S 111 13• 12B t72 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30• 15 ZS' 13 23 n, Eo, roll K DoaR. e +A ', """"` CE— WADS CA 3 Doan r ..Aa..TR rL aaam NAM.cnro w.aTrHu D1 n"OMO3 A3 Sn HVHH a. w"I' DDaI TSTb6 s'Au ER a 4 HAHL IJKR7 an1P1 rPHm uoNT mA auAun S to+ PQ.f STSOCNLL umlT3 SHALL OR DOOG) ELT • 13pSip HKFTmPAI CNOtO TOA NW LOADS a go To1 a nci.a rolromD ml:l DoP wTDn AND aa. DtaP TaLzt3 m tJHwlr[ Cyr aAUTUH•yaE,L Kt n1n MODEL /DSO OAK SUMMIT w/DuraSare MODEL /E00 STRATFORD w/DwILSare MODEL /D50 HERITAGE v/DuraSafe Short. u1. Flu.h i Oak Summit Panel a SMB RM P aj DAT Dim," DUNK KJHI IRC-6016- 120- OFD® RTAA[ Ul[ 01/IDAC1 M I OF 3 AA)EDSCREVS 0 r 27A STRUT LOCATED ON THE TOP An 301TOM OF (LAZED SEE ITEM ICAOATTACHEDV/(r) EN R R C HEXHEADVSATENDANCCEMTCR STILES OPTIONAL SHORT PANEL TOP GLAZCD SECTION (STRUT AND STILE LAYOUTS) B III 0 a OPTIONAL LONG PANEL T GLAZED SECTION (STRUT AND STILE LAYOUTS) lPC PAMEL GMEMNc y1pN AvrAAe)E ONLT RM DODAS tes napNW IRO WIDE. DOORS UM TWIG 1sy BIDE MUST USE SHOO PANEL CLAIM OR CLOSED s[ETnt3 W000 JAMB ATTACHMENT TO STRUCTURE 3/16' K 3' LAG SCREWS S7ARTIM! 6' FROt ENDS THEN 24' 0L O I/2• EMBEDMENT) 2 K A RTT •AMa ATTAtl NT TD ODO PSI ME rT HILTI KVIK BOLT 3/9' K A' STARTING 6' FROM ENDS THEN 2A• DC. (2 1/C ENBEDMENT) HILTI SLEEVE ANCHOR 3Ar K 2-3/A' STARTING 6' FROM ENDS THEN 24' D.C. (1 1/4' EMBEDMENT) ITV/RAMSET %BEAD (TRWBdT) 3/e' K A' STARTING W FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) SIM SON 1/4' K 3' TITEN SCRCVS STARTING i• FR ENDS. USE PAIRS OF FASTENERS 3' APART) AT 16' D.C. (1 1/2' CMBCOMCNT) MOLTI 1/4' 1 2-3/M' KVIK-COI 11• SCREVS STARTING 6' FROM ENDS. USE PAIRS OF FASTENERS (3 APART) AT 16' OL. (1 VA• EMBEDMENT) 2 K 6 VER71rM unR AT TAOMIIENI TD GROUTED AD[K (200D PSI GRDUT) NIL TI SLEEVE ANCHOR 3/e' K 2-3/A' STARTING 6' FROM ENDS THEN 2A' D.C. (1 1/4' EMBEDMENT) (DR. USE FASTENERS FOR 14XLCV C-10 BLOCK) LAGS AND BOLTS CAN BE COUNICRSUNK TO PROVIDE A RUSH MOUNTING SURFACE. PREPARATION Cr VOOD JAMR.S BY OTHERS vm0 COSRETE ZI SICC rIRTE STRUC7IFC u I/2' WW 2-3-1 Kim 2S6 JAMB Ira. NDLLDVURCBLOCSTpUCT OROuiED BLOC STRUCTUIME F I-1/2' MIN 3• MIN OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) le-ve. 38-ve• lo-ve. to-ve• a SIGRT PANEL (LAZING FASTENER DETAILLONG PANEL GLAZING FASTENER DETAIL HIS NTS GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-0•( OsoraFroms NINDOW FRAME OPTIONAL Dsaa INSERTS rNITNUVPROTECTIONWritUVPROTECTIONI N. J/32' THICK GLASS Soso Ar 9KR1' r..a r oo. rwc A IAu oI.= r::a arRA[ MENDED 199DE FRAYS SECTION 8— B IN 11 AVAILABLE TRACK CONFIGURATIONS N I. G SSD Y [ 15015, 031 of wom RAW IV o mrnl WCO] w MmI W AIM 00IM" No GAN OMM O1® TOE I m OJ IDIDIO EAlE I ID¢ n IN go Iw .1 @lCBAIDe 7 u xua no vA Kom I@QAID) GAME v9oa MAX C 16' MOTH T{' HEIGHT , \\•., $ NFjr!`y, g pTIAaIA EYE .: ` ,••'• i E40v LOADS . 11 T73 ZI.ePSFA.fi: I ti e 24,ePSF9 : M1' % L' • 7 37. 2 PSF FL a W UEOArl COf17 YDRTO.-SNSR NL rrW MODEL /6S0 OAK SUMMIT W/DuraSala YODEL /600 STRATFORD v/DwSala YODEL 1950 HERITAGE Tr/DurSale Short, Long. Flush i Oak Summit Paaal's a I ( BABIIT CU 1 WR I4PW I Mm IIAHl 201) 3 ARI F: 1 SX72 STRUT SPAQts(BASEDITIft-0pnt4ENFD SECTION OC7FK;<R4TIU1 TOP TABLE 4 TABLE 5 Okla orWIM DATE nIre 1 ® per iN nkVdf IO 1®W®001 MO DIt11, O106 0w;-;;pwiKRE Swum AI tiW TT.. lcar Ah-0 WINNErMa rwMPsi, O'srl aoWe u n1 o Srq zoo 2A329MIM ro r2 trail 2zf m5 of szs LMIJ u2 us rr4r. t aa+ il.l o T l lr/ 71. 312 IraIra 21. T1. Is 1, 1r1 nIr02/ w- N2 INAMENEVEHUM.70 TABLE 2 TABLE 3 SECTION HEIGHTS Btm #2 03 04 95 ee a7 ae 14'0' 21' 21• 21- 21• 21' 21' 21' 21' 176• 21• 21' 21• 21• 21• 18" 18" 21' 21- 21• 21• 18' le' 18' 18• 21' 2, le 1e 1e 1e ,e ,e 2rit0' 27" 21' 2t' 2t• 2t' 1e' 21 i 1'6 21' 21• 21' 13' IB' 1tl" 21' 11' P 21' Is* 16' Is" is' 18" 21'MLU=XA tab• 21 21• 21' 21'.21' 2,' 0' 21' 21' 21' 1e" 2e• 21" 36 21' 18• 1 e• 18' 10• 21 9 0 le 1e le 1e 1e ,s ds• 21' 2t' 21' 18' 2t' d0' 21 18' 1tl' 1e" 21' TO.21• 21' 21" 21' BEG• 21' Ili• iir 21• It TI.IX Ti.p.QMi SrAdG /-Y ALLOT0+ n1 OR Sri WD 2 OR BETTER a4T xrim. uno r. no, JO oDOOR J4 5rion 25rHEIGHT 1JaJfiJf 174 25. 17P sro1 251v a zs+ U 237 lr a w+ 2. 2.! 2/27 1 UMNGTE1 c tom 1w o w su1 tAu D ftm I trMtm OAZM MAX SIZE 14' AEDTNI.' HEIGHT IfOP DESIGN LOADS 21.0 ry 2.e Sr TEST LOADS 32.7 PSr 37.2 PSE W Nu2AT[ d I" I 1 t4Dt 01[mTA06 a, u we sums O'IDe µfU?22olrrr' n T7 $ L • !; 1n: r•,n4i 4 is o ^ e :1: I;J CO:+;r_J '.'•I' Y- • j.. - / nn•(- L 'emu i .: I'.. :• G iy _ 7.. "..,. ' ;•,1°^. Ef62 Ar%f-.\1 'i''': ••i, V FL t N I / Ca/rT v0CTD1-[A{bl. r.G. am Ir7 243 2T i7 ro[ 7 7 7r f r. 242 ve I ILn 7 Irf w, nr f r ,4 cb, A. 23. sf IrloIJ arm. lio[ 23. 231 V islro r 23, us 3n U'Z15' sw 222Z29 0 IS 1YI rl1 1J. 7 1 Ze 1514 as Jf IS/ Is' Ivs Ao[ 752 M252 YODEL /050 OAK SUMMIT w/DuraSafe MODEL J500 S`MTFORD w/DuraSafa MODEL #950 HMUTAGK w/DuraSafe Short, Long. Plush h Oak Summit Panel's1a1015 +0 Trion 21f219 sill2H 1Y1 M.m,. 219 2.f Sa B Dud n to OEWDE, Ali a¢ a/ept a¢ 01 outDc 1L1O IRC-6016-120-152ff aN.rmrw wr..y ISM I 0 3 HEICaif A B C D E F G H I J K L M N T se svz 1ev! avz 3sv! ulrr s1v! e7vz 7P st? 1ev al? vs avr SO Vr Tivr 7 6' Vr 1$ V! 22 yr SI W m t!r St Y! 591? V! 81' SO` YI 1D W S Vr 3i V! 4J 7? 54 Y! 81 VZ 72 V! 851l2' e6' 1?IDVl bVZ Vl 48 VZ Vl lA Vr 78 V! 91 Vr 9P Vr1$Vl22Vr33Vl.OVrSIVl58V769vli8Vr WV! tiH 9 6' s UT 16 V! b VZ 98 U! O 1? 5, Y! 81 1? 72 V! A 1? 90 VS 1071? 70P 5V716 Vl bv7 Vl 48 Vr Yl 67Vr 7e Vl fly V7 98 V! 109 VZ 1a 8' t? 19 V! b t? W 461? v! 671? B1 U! Vt I@ V! 11512 1rP svr le v bUz 3e vl n,?%vl el yr ntrl 79 t/t 9D v! W1?IDnW tt1 1r s vz to ! a 1? ae ve 4e vz eD vc s71rr 7e v! es Ur 9s vs 1PI Ur I w W 1Z71? ttP 128' t3 P 13 B 1. P Vl 1? 51? LIT s 1? IS Vr 10 V! 18 U! 19 V! 1e v! aVr:9W 2S Ut a Vr b 17r a yr 38 V! U! a9 v! 49 V'I W 43 VI C8 Vr 48 yr yl Y! W 1!4' V! sD W WVr el Vr e7 Vr 671? W Uz 87 Vl n V! 78 U! B, V! en v! lB Vr 791? fl51Q' tE Vr lttl yr t@W7097?t7 v! 9D U! 8 W t@ v! t@ v! W Vr t03 Vr 1CO 1? Ire vz i(b V! 114 V! 12D V! 1a v! t 15 Vr 121 V7 1r71? 1 t? 129 V! t32 V! 1 W 144 W 131vr 1 Yr 136 Vr 1$I Vr 157 yr DOOR HEGHT TRACK ATTACHMENT SPLICE A B C D E F O H S 6' 6' 1P 21' 38' S9' 7P T 10' 21' 3e' Se' 76' T 6• 10' 1e' 36' S4' 7Y 82' d tP 21• 3P Sr 7$' 6e' e' 6" 10' 21' 47 63" e1 • 94- 9 IP 19' C 54• 7T 90• t00' 9' 6' 1P 21' 39' Sr 7$' 73' 106' a 10• 2r 4r faiT• er 99' 11r DBEs• 1P 21• 4r 63• a.• Dos• B' r o• 2r 39• sr 7s• at• nr 2! trs• to• zr 4r as• er es 11r tao- Ir 10• zr 4r ss• e4. 1os• 1z5• uc 176' 1P 21' 35 T 75' oY I11' 127 14r ta• z,• r Sr e,• 92 Ilr as• 4d' 13'6' iP 21' Ir li3• 84' t0$' 1TJ' 141' 15T 1.• 1P zr 4r 63• e4• 105• Iz6 14r IliO" a'i r ea: J fc: r: f m ri tT1mf.'S'7 Ommft 7 M e-f s f Z1 FmIF Im tom:^t• E 7tIIi]['Ll QLIQLI, I'7EIDtrFC••]Q] f i'J•e E'3SUIi1 ft:iUf LE"7F:CImfJ 1 ti:Jr--1 m a0mQ7 mm@!'.Iti 11••-w.+^•r, E.1DI3:JQ':iFl iQ iFEimf fif elmca:» s ctr'rn EL'l1iEIIl f6r0 JL:ElfiklL C ctJ••" f E•u7 C']l;fi•FIDf V 4r'n r. •re avLZ•J M.L] t Ci'7Q TiO j{iII IIic::i'7 t:ir^j QL?,161,F 11 1(1t il.t'7 I1 irT'1r,L%7OTcil fiT •2® r7 a r..• roif-a iy. m fir»' r• CriF2QII Iif r•rQj]6•f l 2 j;Jjfj jf I•FiC•ILIfT 67fT{4'1 f i!']L.r'fSl{FI=II2Ff'fiS:1 Q'LI f JE' 7Qd]Frl[11MfiJ[FJLr.ar1 itil[70 F,,I',Ici t;y u Rt;.1fO n 1 115/2017 Florida Building Code Online II iic BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts Publications F8C Staff BCIS Site Map Links Search b a 4_ r f USER: Product Approval c User Produc Aoomral Menu > Prooucl. or Applicatinn Search > !jgpli,.p•Jon 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 I 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 on Berrian lonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard Year AAMA/WDMA/CSA 101/f.S.2/A440 2011 AAMA/WDMA/CSA 101/f.S.2/A440 2008 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:/twww.noridabt iiding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfoPly6gPoEN%2beBTXyGDYCjAw%3d%3d 1/2 2/15/2017 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 Certification Agency Certificate i Approved for use in HVHZ: No Approved for HVHZ: Yes FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.odfuseoutside Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other: See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and FL19715 RO 11 SWD002 SS 2016-06-22.odf installation requirements. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 i Created by Independent Third Party: Yes i I Evaluation Reports i FL19715 RO AE PER3947 SS 2016-02-12.Ddf i I Created by Independent Third Party: Yes I I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 i 1 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do rot wish to supply a ' personal address, please provide the Department vnth 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 Sate https://www.foridabLiIding.org/prtpr_app dU.aspx?param=wGEVXOwtDgtvA%2bxmzk1hGuBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%3d%3d 2/2 INSTALLATION NOTES' 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCIIOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCI INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INS IALLATION ANCHORS WITHIN A TOLERANCE OF il/2 INCH THE DEPICTED LOCATION 6 SPACING IN TIIE ANCHOR LAYOUT DETAILS I.E., WITHOUr CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. A SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITII LOAD BEARING SHIM(5). MAXIMUM ALLOWABLE SHIM STACK 10 BE 318 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE all WOOD SCREWS OR 11 GAUGE ROOFING NAZIS OR 10d COMMON NAZIS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/I INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLAI ION SHALL MAINTAIN MIN. 3/8-EDGE DISTANCE. 6. FIN INSTALLATION- FOR INSTALLATION INTO METAL STUD USE as SELF -TAPPING SCREWS, OF SUFFICIENI LLNGIH 10 ACHIEVE A MINIMUM OF 3 THREAD PEN TRA 1 N BEYOND ME I AL WALL. INSTALLAT ION SHAILMAINTAIN MIN 3/8-EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NOI MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION TIIROUGII 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 1.1/41NCH MINIMUM EMBEDMENT. INSTAL LATION SIIAII MAINTAIN MI.'I 3/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND ME IAL WALL 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMI IEU TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCIIORS 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 JOINT INTO FACE SHEIL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACI URE0.'S INSFALLA110N INSTRUCTIONS, AND ANCHORS SHALL NOT BE USLU IN SUBSI RAIts WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASCO ON SUBSTRATE MATFRIALS WITH THE FOLLOWING PROPERTIES' A. WOOD• MINIMUM SPECIFIC GRAVITY OF O.55. 8. CONCRETE -MINIMUM COMPRESSIVE Sl RENGTH OF 3000 PSI. C. GROUT-rILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENG Fit OF 2000 PSI AND GROUT CONFORMS TO AST C 476, MINIMUM GROUI COMPRESSIVE SI RE NGIH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C 90 WITH MINIMUM COMPRESSIVE STRENGI H OF 2000 PSI. E. STEEL• MINIMUM YIELD STRENGTH OF 33 K51, MINIMUM WALL THICKNESS OF 47.8 MIL (O 0478' or IB GAUGE). MIN. 1/2' EDGE DISTANCE. F. AI UMINUM- MINIMUM AL I OY 60634S MINIMUM WALL THICKNESS OF 1116'. MIN. 112' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 10IA.S.Z/A440 G8/11 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 TO THE FOUNDATION 15 THE RESPONSIBRI FY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SWELL GE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUC( INSTALLATION 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVIIZ AREAS, IN IWIIZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI.OADE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PROULICI IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIN EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATNE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAP I ER 23. B. GLASS MEETS THE REQUIREMENTSOF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETARS. TAKE OF CONTENTS SHEET REVISION SHEET DESCRIPTION i INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) • 5 VERTICAL 4 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS.&LICK INSTALLATION. 6 GLAZING DETAIL MAX OVERALL SIZE CONF16 DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHE16HT 36' EA' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50 / -50 PSF NON IMPACT 38' 77' O/X 35/-35 PSF NON IMPACT 11' 1 62- O/X 50 / .50 PSF NON IMPACT B' 72' O/X 35 / -35 PSF NON IMPACT 48' E(' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 83.75' O/X (ORIEL) 35 / -35 SF NON IMPACT 45' 96' O/X (ORIEL) 20 / -20 P5F NON IM ACT 72' 62' O/X-O/X 35 / -35 PSF NON IMAPACT 72' BI' O/X-O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-O/X 501 -50 PSF NON IMPACT 76' 7T O/X O/X 25 / -25 PSF NON IMPACT BO' 74' O/XO/X I •35 / -35 PSF NON IMPACT 74' O/X-O/X 30/-30 PSF NON IMPACT TOE- 62' O/X-O/X O/X 50 / •50 PSF NON IMPACT tOE' 72' O/XO/XO/X 50 / .50 PSF NON IMPACT 108' 84' O/X-O/X-O/X 25 / -25 PSF NON IMPACT SilverLine IAAndersen woowF•oo. Tk .RVEIAIfE OR:YE AI pa2H1a K100 jKa R M CalT H-'-d10p3 O Digitally signed by Hermes F Norero, P.E. S W D00 2 Reason: I am approving this document FL . FL19715 Date: 2016.02.03 09:40:44 -05'00' SHEET: I OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' — — I-AndI.YSI:IIWIDTH4B' B E D E 4 4 4 5 0. 0. ONE S:LKd WE O tK tIW TM YlMiw ICS NI (YM2 tH 1>YI 111PD S 5 5 5 ti o 2 N a n 8 off€ nm MAX. FRAME MAX FRAME w T mHEIGHT96' HEE6HT 96' w w QUALIFIED CONFIGURATIONS W 5 o i ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 WJJ " m w X. RATINGS. $ INGLE UNIT CONFIGURATIONS . X. F W a m C F W d F F m ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H Z V) o MAX, FRAME MAX. FRAME dxV WIDTH 96'' B E WIDTH 108' w W 4 S D E QUALIFIED CONFIGURATIONS + 5 ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS F F Cs 5 ,°, . 1 .0. 9 L Z F C.. M9 T.............. o. f oMAX. - , HEIGHTH7 74" 74' MAX. FRAME • • , \ , M ll HEIGHT 84' will X. •. .X. ., y . * Pao`` yF m vl cc FA0 < N x N01 DWG #: Zs ELEVATION • s ELEVATION V TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C `A / DOO SHEET: 2 of 6L.. 2" MAX _ _ 11- MAX. FROM II I I OC CORNERS I 2' MAX. rI I- 4 1/2' MAX. FROM CORNERS O.C. ll" MAX. j O.C. 4 1/ 0 C 2' MAX. FROM CORNERS 1 NpIE ..•..T unls.+or so •eF 2"MAX 1 Auu FE.. .D.Eb -X.-OC FROM J r"E.0 J."u4)sm CORNERS NAIL FIN - SINGLE HUNG WINDOW 6' MAX FROM I I-- I 20"MAX. CORNERS O.C. 6" MAX. FROM CORNERS 20" MAX. OC L 6" MAX FROM CORNERS I ANCHOR LAYOUT THROUGH FMME- SINGLE HUNG WINDOW 16 1/2' MAX. O.C. 6- MAX. FROM CORNERS IJNN I I` 4 1/2' MAX. OC ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I' MAX. FROM I I 6" MAX. CORNERS -II- O.C. 6' M O.I I' MAX. j I i 6' MAX. FROM O C CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM I I` 1— 12 3/4' MAX. FROM 16 I1 12' MAX. O C. 11Im ANCHOR STRAP 6' MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW Silver Line 1ntu Idosel l w[ ]-01* 001W NO.N Fi1Mwn, w avw F1t Ih1141! III(W Z ^ 43F+ pppa Z+ N 3< LL G 3 a rt Ind( m H iQ <c w m e ZZi W %n W ( Lucca F p T v / m O H ZO a 43 D ANCHOR STRAP IW'Illco,, Z * f ItLnvZ P/N 50.2995.2 o p v SEE SHEET 5 FOR DETAILS DWG $1: ANCHOR LAYOUT 5W0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY 1 1/2" MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ° , a . ' 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILSrLIN 3/8" MIN. E06E DIST. 08 WOOD SCREW INSTALLATION ANCHOR - EXTERIOR FINISH BY OTHERS PERIMETERSHI1/4'MA%. SPACESEALANTSHIM O.A. BY OTHERSUNIT HEIGHT EXTERIOR 1 SEE GLAZING DETAIL. SHEET 6 1 VERTICAL SECTION 4 / HEAD-2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER 1SEALANT1 BY OTHERS 1/4" MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 8WOOD SCREW INSTALLATION ANCHOR 3/8" MIN EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS a' a. • CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 i/2" MIN BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN SilverLine h Idelxa l g741 1/ 4" MAX MIN. 3/8" ED6E DISTANCE I~ aa' snvcaut wrvc w. w nwswic•. w awJ M ( Till J! IOm g r Z ? W SHIM SPACE — v pp Z 00 OviLJ SASH REINFORCING H ° Z ww i SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS w W M w SEE GLAZING PENETRATION BEYOND N p j i . DETAIL SHEET 6 METAL STRUCTURE H ofm w- w INTERIOR 8 6R. 5 SELf-TAPPING SCREW n ax INSTALLATION ANCHOR METAL STUD BY OTHERS. Lu SEE SHEET 1 INSTALLATION p NOTE 14 EXTERIOR FINISHto m BY OTHERS Z E% TERIOR PERIMETER SEALANT O BY OTHERS H Z 0O. A. v / UNIT H H WIDTH w CpHORIZONTAL SECTION 4 JAMB • METAL STUD NAIL FIN tt' RILP f! co 0 T W w '• m m JVf oa 3:E if u`z o p u V) DW6 #: SWD002 SHEET: 4 OF 6 910 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN • . CONCRETE/MASONRY BY OTHERS • • •..... . T 3/4' MIN E06E DISTANCE yl 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. 4, •. CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS a . • SASH REINFORCING PENETRATION BEYOND n• SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING MIN. I/2' EDGE DISTANCE 1 1/2' MIN DETAIL SHEET 6 EMBEDMENT 1/4' MAX. PERIMETER SEALANT SHIM SPACE 8Y OTHERS / O.A. EXTERIOR / INTERIOR UNIT \ / HEIGHT SEE GLAZING DETAIL. SHEET 6 VERTICAL SECTION S / HEAD • 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 EXTERIOR INTERIOR 1 ANCHOR STRAP, AT TWIN 6 TRIPLE CONFI6. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT T HEI6HT RIGHOR INSTALL, REQ. T1/ 4' MAX PERIMETER SEALANT SHIM SPACE BY OTHERS JIEXTERIOR FINISH 1 1/4' MIN, BY OTHERS 4':- •• EMBEDMENT PRECAST SILL BY OTHERS •. 3/ 16' ITW TAPCON a' INSTALLATION ANCHOR n . 1 3/4' MIN n EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME 910 6R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED 4. 0000—4.0000 TOACCOMODATE #14 DIA. 2 0000-t-2.0000 0. 0620- - 0. 5000 ) OYWO( 2) 3.00 00(2) 60000 N_ INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-L OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCON5 PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-DRILLIN6 SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION. MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1. 1/2' EMBEDMENT, MIN. I' EDGE DISTANCE. SilverLine IvNi K Icl x:n wl oec sunalrE wlvc em rw Dwrsrlca, w oriDe 11 Il'•%1 CIS W]'1 3 L^ c z vitro: Z O 00 ? n 3 00 ovLL S a u Z m t a < m m410a aa_ W W a Z F a it al Goj VI N Z% u c2 pGUVtDW6 #: 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. (O/X). DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72,(O/X-O/X•O/X), DESIGN PRESSURE•/-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATENGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 P5F 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 P5F NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. I I 5/8' O.A. I.G. GLA55 EXTERIOR / \ II INTERIOR 1 MIN. GLASS 1 BtTE 1/2• O 1/8' SETTING BLOCK T GLAZING DETAIL I NOTE. 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4' FROM CORNERS 16" MAX. O.0 THEREAFTER 1 1 1/4' MIN. ,. EMBEDMENT ' 2' MIN. EDGE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/2' MIN. EDGE r\•.\-. DISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine bsA IL)L'IScl1 r4l o.F511 kMEMI.F r a M Ltunivi[[ 143 0e50, W 115 1415 rood 3W 2 m^ A Z NrrC< O N OLO + a w Z H d 5 LZi wZz n uw W o V1 Ia apQpw a Z O Ln J• 1 Tm VI mtyj O Y V Z p + DWG tt: SWD002 SHEET: 6 OF L V15017 Florida Building Code Online PIN I t BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search bProductSa Approval USER: Public User Produa Aooroy3l Meru > Pmdurt or . oohcanon S+arch > Anollraaen L-St > Application Oetall FL # FL14994-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverllne 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 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 FL14994 R1 COI CERTIFICATE of INDEPEINDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/ I. S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https twww.floridabuilding.orglpr/pr_app dll.aspx?param=wGEVXQwtDquZRjSg%2fDrx2%2fIDBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 1t3 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/27/2015 04/28/2015 05/04/2015 06/23/2015 Summary of Products FL # Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.1.0 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 1 Other: See INST 14994.1 for Design Pressure Ratings, any i FL14994 R1 AE Eval 14994.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. 14994.2 b. Series 2800 Model 2803/2804 i , Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 1 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL14994 R1 II Inst 14994.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.2 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.2.Ddf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 1 14994.3 ' c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.3.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 14994.3 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. j 14994.4 d. Series 8700 - Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 , Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 11 Inst 14994.4.adf 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 14994.4 for Design Pressure Ratings, any FL14994 RI AE Eval 14994.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F414994 R1 11 Ins, 14994.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.5 for Design Pressure Ratings, any FL14994 Ri AE Eval 14994.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.6 f. Series 8800 - Model Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 8803/8804FIN Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.6.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports httpsJMnvw.floridabuilding.orglprlpr app dU.aspx?param=wGEVXQwtDquZR159%2fDrx2%2flDBR40JnUDFrXPD2Dn7xsGdeKrPxx03Q%3d"/u3d 213 211512017 Florida Building Code Online Other: See INST 14994.6 for Design Pressure Ratings, any FL111994 R1 AE Eval 14994.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.7 g. " WeatherStopper'"" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT ( OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 RI ll Inst 14994.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See INST 14994.7 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.7.pdf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.8 h. " WeatherStopperl'" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel i - Model 8700 IMPACT (OX or XO Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 RI II Inst 14994.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports i Other: See INST 14994.8 for Design Pressure Ratings, any FLt4994 R1 AE Eval 14994.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.9 1 i. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 II Inst 14994.9.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 14994.9 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9ac] Yext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your a -mail address released in response to a public -records request, do riot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please mmact 850.487.1395. 'Pursuant to Section 455.275(I), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approva l Accepts: RE rY. r Credit Card Safe httpsJlwww.floridabuilding. orgfprlpr_ app dU.aspx?param=wGEVXQwtDgl3ZRj59%2fDrx2%2fIDBR4OJnUDFrXPD2Dn7xsGdeKrPxxO3Q%3dolo3d 3l3 Silver Line byAndersen r11 WINDOWS •DOORS SERIES 2800 - MODEL 2802 EXTRUDED VINYL HORIZONTAL SLIDER WINDOW w/ NAILING FIN NON —IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 51h Edition (201 4) Florida BuOding Code (FBC) structural requirements excluding the high Velocity Hurricane Zone' HVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind tome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. FABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevation, design prassures 6 gefmrcd notes 2 Horizontal 6 verticd cross sections 3 Horizontal 6 vertical cross sections A Buck 8 frame anchoring 5 Bill of materials, glazing detail PL components 76.E MAX OVERALL FIN WIDTH I— 73.0' MAX. OVERALL FRAME WIDTH —( SS LL tD < w O > O LL X O r i k-A_-S p 8' v-' c sn n Eo Z m r1 a D f c= o d1a OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FIN DIMENSION FRAME DIMEN5ION D.L.O. DIMENSION TYPE P05MVE NEGATIVE 76.48" x 53.48" 73.0" x 50.0" 33.5" x 45.0' G1 35.0 35.0 76.48" x 66.48" 73.0' x 63.0" 33.5" x 57.75" G1 20.0 20.0 O-M I I 1611 1 scuz: N.T.S. ac BY: KV CW. n. LFS FL— 14994.1 n 1 or 5 Sa•: CW cZ° c 15 y}I U'' 4 G1 — SF Fv z e 3 d u2 o N t Nu EXTERIOR INMRIOR L: I o x o = a n EMB. TYP. 21 25 S INTERIOR oo 18 31 o 19 T3 Q21 2 D 23 n n m. 24 25 w a 9 o 23 0 13 20 GI 1 a o.L 11 16 it s o WALL N.T.S. 3EXTERIOR o c Eft: KV m HORIZONTAL CROSS SEC TION VERTICAL CROSS SECTION SECTION oua or: LFS c DPAWHc 1+0_ 2 2 FL-14994.1 c n sKo _L or 5 V 1 TV CyO` °u o nt is • 1` o 010 za u mLQ 1O L Qc C Wd maa` 15 V`Dxi Z p z 3 3 9• -s- c EXTERIOR INTERIOR o o z a 27 mr 5 INIERIOR 15 7 6 31 O 0 0 16 z 23 23 26 a hco 28 30 20 Cal N u° z oNe: 1 t iti t 1 z13 N.I.S. 5EXTERIOR ow 9/: KV m 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTIONcm VS 3 FL- 14994.1 c n van or- V b i g 2X BU0 MASONR OPENINi II TYP.25 II I BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joinis. 2. Concrete anchor locations noted as 'MAX. ON CENTER'musl be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor loble: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR IRN a 1/4" 1-1/4" 2" 4" TAICON ELCO 1/4' 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. I"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCI FRAN MASONRY OPENING 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. 11' MAX_ 3• FRAME ANCHORING 2X BUCK N` i s a gFD o a iuu COgW nLL oz uE° tja 0 0 wtiU rco Y2 N a N O = O O.C.ITYP.) 3 _ y1I TYP. 28 FRAME ANCHORING 2X STUD Lc: N.T.S. BY: KV Br. LFS n.W0 NO, FL-14994.1 rn 4 or 5 5 d BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME HEADER BY SILVERLINE 42801' VINYL 2 EXTRUDED VINYL PVC SILL INSERT BY SILVERLINE N2322' VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEAD BY SILVERLINE U 1227' VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERUNE #2908' VINYL S EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL BY SILVERLINE 112908' VINYL 6 EXTRUDED VINYL PVC SLIDER SASH LOCK STILE BY SILVERLINE N2908' VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERLINE #2949 VINYL 10 EXTRUDED VINYL KEEPER GLAZING BEAF BY SILVERLINE # 1257' VINYL I 1 METAL GLAZING SPACER STEEL 12 GLAZING SETTING BLOCK 13 WINDOW SCREEN 15 WEATHERSTRIP PILE 17 GLAZING COMPOUND DOW #1199 SILICONE SILICONE 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE LATCH 3 KEEPER BY SILVERLINE 20 EXTRUDED VINYL PVC SLIDER SASH KEEPER STILE BY SILVERLINE 42907' VINYL 21 2X BUCK (G >= 0.42) WOOD 22 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 23 1 /4' MAX. SHIM SPACE 24 98X1-3/4-PPHSMS(1-1/2-MIN. EMBEDMENT) STEEL 25 1 /4' X 2.3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 27 2X FRAMING IG >- 0.42 WOOD 28 8 X 2-1/4- PPH SIAS (1 -1/2- MIN. EMBEDMENT) STEEL 30 ROLL FORMED STEEL MEETING STILE REINFORCEMENT BY SILVERLINE #2919 STEEL 31 ROLL FORMED STEEL LOCK STILE REINFORCEMENT BY SILVERLINE 02821 STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 17 v 5/8'OVERALL THK. GLASS 0 CD -_-- 313TANNEALTD Q 17 AIRSPACE o 3/3TANNEALED OAT -- - OS GLASS BITE GI GIA LNG DETAIL SAS LL Side 0.06S X1 Vil 2 SILL INSERT E I--oor aoo 1.95 a20 SASH EEIE Vic O to 0.DT -- -- 6 SASH LOCKSaa od L MSASN HORIZONTAL RAIL Top 1 Loltom cz /'''I. O Qa IO KEEPER STILE t - 0.84' - i •''••..... . >° o Reeilpcement L.... - ' fill o I ryo6 11 Pii3•; Z I 4 y 3 p = iOJmCW 9oka 0 ae 4 GLAZING LEAD e d1d O. S ,..I 0.44- f-- o y I cl z O LO ~N o Lq > " z o00I W R o 0. 69' - m u MEET) G S L lE JO ReWorcement 31 Relnlorcemmo N r L—\ S 1 ORI UDE AME 11 16 11 N. T.S. BY: KV tn. LFS 1M HD: FL- 14 994.1 rr 5 or 5 2/15/2017 Florida Building Code Online PVT Business & r i 1 Regulatioa BCIS Home Log In User Registration Hot Topics Submit Surcharge 1 Slats 6 Facts Publitatlon5 FBC Staff BCIS Site Map Links Search bpr a Product ApprovalQDUSERPublicUser Product Annmval Menu > >rnduc; jr Application Saar:: n > Aoollcaiion Liu > 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. V Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE, Pdf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101 / 1. S. 2/A440 2011 AAMA/ W DMA/CSA 101/I. S. 2/A440 2008 ASTM 01929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 - 2002 ASTM E1996 2009 ASTM E1996 2005 https:lhvww.floridabuilding.org/pr/pr_appjtl aspx?param=wGE:VXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 1/5 2/t5/2bt7 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 ASTM E1996 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL14918 R3 Eouiv FL 14918 R3 Eouiv of Standards.pdf Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 FL >x Model, Number or Name I Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window 2012 1995 1994 0 0 Pagel/ 2 d 0 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II 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 Eva] 14918. l.odf 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 14951 Limits of Use Installation Instructions Approved for use in HVHZ: No I 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 iOther: See INST 14918.2 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.2.Pdf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes iparticulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin j i "Weather Stopper'"" ! Limits of Use Installation Instructions i Approved for use In HVHZ: No ; F114918 R3 11 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.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- 1 Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 1 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No 1 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- 1 Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 1 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.odf https:/twww.floridabLiiding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgLLZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 215 211,9617 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 i FL14918 R3 II Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 I 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 i 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 I Limits of Use Installation Instructions Approved for use In HVHZ: No ! FL14918 R3 11 Inst 1,491.8.7.13dif Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any --L14918 R3 AE Eval 1491.8.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- i Extruded PVC Picture Window 12951 / 4941-4951 Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.8.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I 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 14918.8.odf ! additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. I I 14918. 9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.9.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A I Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes I 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 1 Created by Independent Third Party: Yes i particulars. 14918. 10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use j Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 Inst 14918.10.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A I Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes Evaluation Reports I 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 I Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 [nst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any F1,14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 12 1 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: ltwww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDquZRj59%2fDrx23OOPLxr2KHVtY2g3r%2bl%2fkKQkbg8iygGAA%3d%3d 315 2/15t 017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.Ddf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any 1FL14918 R3 AE Eval 14918.13.Ddf 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 if Inst 14918.14.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 t 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.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. i 14918.15 I o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange I Limits of Use Approved for use in HVHZ: No i Installation Instructions FL14918 R3 II 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 additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.15.pdf Created by Independent Third Party: Yes 1 particulars. i 14918.16 p. Series 5800 Model 5810 "Weather! Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Approved for use in HVHZ: No Installation Instructions i i F1,14918 R3 II Inst 14918.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I 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 j Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather i Extruded PVC Fixed "Impact" Window/Sidelite with Flange I Stopper" Limits of Use Approved for use in HVHZ: No I Installation Instructions I FL14918 R3 11 Inst 14918.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A I Created by Independent Third Party: Yes I Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.17.pdf Created by Independent Third Party: Yes particulars. j 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 FL14918 R3 ii Inst 14918.18.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14913.18.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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htipsJ/www.noridabdlcing.orglpr/pr app_dU.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 415 2/15/2017 Florida Building Code Online 14918.20 1 t. Series 3000/3900 - Model 3053/3953 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Go to Page 0 Extruded PVC Continuous Head and Sill Triple Picture Window with Nailing Fin Installation Instructions FL149t8 R3 11 Inst 14918.20 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R3 AE Eval 14918.20.odf Created by Independent Third Party: Yes d w :,ter: d Page l/ 20 12 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1024 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florida.:: Privacy Statement .: Accessibility Statement :: Refund Statement Under Flonda 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 850.487.1395. `Pursuant to Season 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 91 15-R-R] El M Credit Card Safe https://www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2(Drx2300PLxr2KHVtY2g3r%2bl%2fkKOkbgBiygGAA%3d%3d 5/5 Silvefflhe"' byAndersen r4l WINDOWS •DOOR S SERIES 2900/4900 - MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1, This product has been evaluated and is in compliance with the 5th Edition (20141 Florida Building Code (FBC) structural requirements excluding Ihe'}ligh velocity Hurricane Zone" (HVHZJ. 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that compges with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONFEMS T al etevotior% de ensues S eneral notes Horizontal 6 vertical cross sections S71HIEEITDESCRIPTION Hortrwfd d vertical aoss sections Buck L frame anchoring 5 BID of molerlds, glazing detdb 3 components MAX. OVERALL RN WIDTH MAX. OVERALL FRAME WIDTH —{ I r 7 mmx x z 0J7} 0 L i L OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSIFIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.0" 67.0" x 690' Gl 50.0 50.0 75.48" x 85.48" 72.0" x 82.IY' 67.0" x 77.0" G2 50.0 50.0 99.48" x 57.48- 96.0" x 54.0" 91.0" x 49.0" G2 50.0 50.0 CJ n nn J—= n 4, Z' 0Op yGj; t o n 5, 0 R o z i oz Eco0. Se ta maaE6 pL o W a UO 0 Q z G W Kmi mFes- N WN U a a a SML: N.T.S. Di, C By KV CH, a: LFS FL- 14918.2 snrn _ L OF S IS o Tit10( OPf10NAl) n..i F@CG i Z v W o= L W N aO 2 EXTERIOR INTERIOR a 0 I.1/f MIN. n a g EMS. TYP. O m 7 11 • 2 a \ o m 9Ln01 a T L 1 11 LAW 7 w Ir G1 G2 INTERIOR i p o q s x 10 v _ o a z u B EXTERIOR . v v art: i t 09/1 1 8 v", N.T.S. ' 1 HORIZONTAL CROSS SECTION Dn. BY. KV o 5 2 e VERTICAL CROSS SECTION 0HK. WI: LFS 2 oM.v c .0 FL- 14918.2 0 n swtn 2 or 5 b 11"It\ Y1 NS Zo ra: o J O p m P11c\111111 UN •• 5 ZI Z U E 9 lua 9m• a a"M o m r maa4 v OO7' x c Li (Ji 0 a 3`a lid G1 G2 o Z iIW all 2 Z W Ln 3 EXTERIOR INTERIOR a K a o_ o bO m 9 Ln E Gl G2 INTERIOR 2 a 12 3 N 0 u EXTERIOR au 11/09/11 i Swa: N. T. S. leHORIZONTAL CROSS SECTION U.G. BY: KV c 3 2 VERTICAL CROSS SECTION LFS ; a1+.nc nv: a 3 FL-14918.2 c ecn 3 or 5 p 2X BUCK MASONRY OPENING I r MAX. O.C. (n'P.) — BUCK ANCHORING v 4 2X BUCK MASONRY OPENING o CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comets may be adjusted to maintam the min. edge distance to mortar joints. 2. Concrete anchor locations rated os'MAX. ON CENTER' must be adjusted to maintain the min. odgo dntonco to modorjoinfs. additlorat concrete anchors may be required to ensure the -MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOREANCHORANCHOR1/4' 1.1/4' 2' 4' 1/4' 1.1/4" 1' 4' WOOD SCREW INSIALLAEIUN NUMW 1. Moiltafn a rNNmum SIB -edge distance. 1"end distance. a I-o.c. sparing of wood screws to prevent the splilt8ng of wood. MAX. oc. In'P.) FRAME ANCHORING 2X BUCK r MAX. O.C. (TYP.) TYP. 3 FRAME ANCHORING 2x sruD 2X FRAMING TO BE DESIGNED BY THE ENGWEER OR ARCMECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. 10 Sn V" Z can 0 n h o a a Z oZUEnsm 9dou O iZv ld SCILE. N.T.S. e.c RY. KV auc BY. LFS ORM.No n0: FL— 1491 B.2 San 4 or 5 AA/'''''jA% -y i n i g , n 5: 91 J_Zn U: v * O: Q=- n2 T 3 3/t' OVERALL ;7 i O` a THK. GLASS % V' •. ;' g n 14 5/37ANNEALED i * P \` z 111111 Im QjRgz 1"`""" .. AIR SPACE ` Z ° z 5/37' ANNEALED 0. 6 lV I/2'GLASS ° oz BBE - W3u GI GUZING DET I U2 3/4'OVERALL z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED T 3 THK. GLASS W BY EXTRUDERS LICENSEES IN `AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". o "o 14XLAS S/32'IEMPERED AIR SPACE2.95' - 5/3?TEMPEREDm o mrIaaBITE GX GUZING DETAIL - a3 4 cs o u mC) O _ GZ 1 16 STUCCO SERT W N 4 Opl" Kd v o 1 n Ll F rO o 1 n i c L_sr o - u O o o aie 11 09 11 lz SCALE: N. T. S. O GLAZING BEAD ' O G 6i. I(V ' O FIXED FRAME or. LFS ; wur. m nb: ° 1FL- I49t9.2 0 NLQCI $ OF 5 V Blll Of MATERIALS REM DESCRIPTION MATERIAL 1 MAIN FRAME WITH NAILING FIN 8Y SILVERLINE fl2902' VINYL 2 GLAZING BEAD BY SILVERLINE H2217' VINYL 3 fl8 X 2" PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 1 2X BUCK SG >= 0.12 WOOD 8 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 i/1'MAX. SHIM SPACE 10 gBX1.1/7PPHSMS STEEL 11 1/I' X 2-3/1" ELCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.2 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERUNE g2971• VINYL I f / 2/15/2017 Florida Building Code Online RaFR92 M'', WA N-Ji w 8CIS Home Log In User Registration Hot Topics Submit Surcharge Slats S Facts Publications F8C Staff 8CIS Site Map Links Search F!cr'ca , Y :: Product Approval i I ';` ) USER: Public User Product Approval Menu > induct pr AoulvaUnn Sean:n > Appllratinn Tut > Application Detail FL # FL14918-113 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@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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, pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/ W DMA/C SA 101/ I.5.2/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 httpsltwww.Flaidabuilding.org(pr/pr_app dU.aspx?param=wGEVXQwtDquZRj59%2tDrx23OOPLxr2KHVtY2g3r%2b1%2IkKQkbg8iy9GAA%3d%3d 1/5 r 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 Eouiv FL 1.1918 R3 Equiv of Standards.pdf 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 d d O Page 1/ 2 0 m FL # Model, Number or Name i Description 14918.1 I a. Model 4100 / 9100 I Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No I 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 i Design Pressure: N/A Evaluation Reports j Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.pdf ' Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) j 14918.2 b. S 2900/4900 M 2941-2951/4941- I Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14918.2.0df Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 I c. Series 2900 Model 2941-2951 i I "Weather Stopper"" Extruded PVC.Picture Window with Nailing Fin iI Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 it Inst 14918.3,00f 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 i Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.pdf 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 II 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 Eva[ 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 11 Inst 14918.5.odf https:itwww.0oridabuilding.orgtpr/pr app dll.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVIY2g3r%2b1%2fkKQkbgBiy9GAA%3d%3d 215 2/1512017 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.pdf 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 i Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: No Design Pressure: N/A I Evaluation Reports iOther: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.pdf Building Products, Corporation (See 14918.6 - 2010 FBC I Created by Independent Third Party: NoversionforHistoricalDocumentsregardingthisApproval) 14918.7 I g, Series 2900/4900 Models 2943- j Extruded PVC Continuous Head and Sill (Reinforced Integral i 1 2953 / 4943.4953 j Mullion) Triple Picture Window with Nailing Fin j Limits of Use ; Installation Instructions Approved for use In HVHZ: No i FL14918 R3 II Inst 14918.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Ij Impact Resistant: No Created by Independent Third Party: Yes i 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 j Limits of Use 'Installation Instructions Approved for use in HVHZ: No I R14918 R3 If Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: No i Created by Independent Third Party: Yes t Design Pressure: N/A I Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.8.13df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I i 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 II Ins-, 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 I Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any I FL14918 R3 AE Eval 1,4918.9.ocif i additional use limitations, installation instructions and product ! Created by Independent Third Party: Yes j particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL149L8 R3 AE Eval 14918.10.pdf 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 Il 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 F-14918 R3 II Inst 14918.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any j https:ltwww.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVIY2g3r%2bl%2fkKQkbg8iy9GAA%3c[%3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 if Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 14918.14 n. Series 5800 Model 5840 1 Extruded PVC Fixed Window / Transom with Nailing Fin iLimits of Use I Installation Instructions Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.14.odf Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 14918.14 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.14.odf additional use limitations, Installation instructions and product I Created by Independent Third Party: Yes particulars. 114918.15 o. Series 5800 Model 5840 ! Extruded PVC Fixed Window / Transom with Flange i Limits of Use I Installation Instructions Approved for use in HVHZ: No l FL14918 R3 II 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 iparticulars. 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 Il Inst 14918.16.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A l Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. I t 14918.17 i q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange i Stopper" Limits of Use Installation Instructions I Approved for use in HVHZ: No FL14918 R3 II Inst 14918.17.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 14918.17 for Design Pressure Ratings, any I FL1491S R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. j 14918.18 I r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI 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.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 i 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:lwww.floridaWIding.orgipr/pr app dll.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAA%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 FL14913 R3 ii Inst 14918.20.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes i particulars. Go to Page 0 Q 0 Page 1/ 2 12 0 9 x'e ,•i,,_ I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Coovnnht 2007.2013 State of Florida. 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 mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have , one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.s., please click here . Product Approval Accepts: E Credit Card Safe htlpsJ/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300P1xr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 5/5 Silvefflhea r4l:. brAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON —IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 51h Edition (2014) Florida Building Code (FBC) structural requirements excluding the'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shop be as Ysfed and spaced as shown on details. Anchor embedment to base material sho be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with Section 1609.12 of the FBC. 4. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing requite further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTEMS SHEET t DESCRIWION 1 Typical elevation. design pressures ti general notes 2 Horizontal A vertical cross sections 3 Horizontal a vertical cross sections 4 Buck d home orchaEng S Bit of materials. glazing detest S components FLANGE WIDTH 72.0' MAX. OVERALL FRAME WIDTH Ou3x = o >0 a b i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE DIMENSION FRAME DIMENSION D.L.O. DIMENSION TYPE POSITIVE NEGATIVE 72.98' x 74.98" 72.0' x 74.0' 67.0' x 69.0' G1 50.0 50.0 E. N. T. S. By KV BY. LFS rum W: FL— 14918.5 n _L Of 5 O' . • • 1 i n V•'• :may: LNn z c0 9m CW maa 6ez o w ' y [ Li IVr' 2 - v az 4 vo I W z& 0 2 3 4 EXTERIOR INTERIOR a m 3 m a a m I.1 /4' MIN. EMB. TYP. O7 J Ln 7 4 • N 1 W V, ir1 1 3 ir a v o V Gi INTERIOR Q U O V • I' FF V • 1 • , \ti - W x a DATE: 11/09/1) = 3 • ° EXTERIOR SME. N.T.S. an0* KV m HORIZONTAL CROSS SECTION 8 VERTICAL CROSS SECTION c LFS 3 2 2 Dk.WW "°. Q FL- I4918.8 N snEn 2 or 5 P mI OHORIZONTAL CROSS SECTION 3 Shown w/ I X sub -buck EXTERIOR 11 11 INTERIOR A • • g A% N' z W• pan 17 i I1#1PTI..% c z m of IJTERIOR ` v. c._SW G1 EXTERIOR INTERIOR KTERIOR G I N 2 VER17CAL CROSS SECTION z Shown w/IX sub -buck n pa U q— C I K n r = cL: D m n eVERTICAL CROSS SECTION 3 Optional masonry sill Mmlmmmgm O 8 8n, • n w O. TC: 1 1 09 11 suss: N.T.S. a+ c er H V 4 VERTICAL CROSS SECTION cw. rn LFS 3 Optional masonry si0 a,wulc No.- FL— 149 18.8 s. an _ sm -5- 22.5' MAX. 2X BUC MASONRY OPENING BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concreto anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar jotrlts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR I1W a 1/4.• 1.1/4" Y 4" TAPCON ELCO u 1/4' 1.1/1' 1' 4- ULTRACON WpOU SCKtrW MIALLAIIUN NUIrX 1. Maintain a minimum 5/8• edge distance. V end distance, a 1' o.C. spacing of wood screws to prevent the spfilting of wood. 2X BUCK - FRAME MASONRY OPENING O.C. (TYP.) 6• TYP ) i 3 iYP. QMASONRY18SILL 19 MASONRY SILL 1 I 1X BUCK - FRAME MASONRY OPENING o z O V 2 1 E o b m u a3d 9aYdrmaa v e LC 5 cZ W j O J i lOC U O. C. ( TYP.) 6" r-(TYP-) I 18 TTP. 18 MASONRY SILL 19 MASONRY SILL I El FRAME ANCHORING I BUCK L. F. 11/ 09/11 IF N T.S. e*• K` J uwG wQ. FL-14918. 5 n 4 or 5 BIL! OF MATERIALS ITEM DESCRJPiION MATERIAL 1 MAIN FRAME BY SILVERLINE 1152-2151• VINYL 2 GLAZING BEAD BY SILVERUNE g52.2217' VINYL 3 N 10 X 2-1/7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK (SG >= 0.2) WOOD B MASONRY - 3,000 P51 MIN. CONCRETE CONFORMING TO ACI30iORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 9 I /4' MAX. SHIM SPACE i 1 IM" X 2.3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 1 GLAZING SETTING BLOCK 17 I X BUCK WOOD IB 1/4" X 3.1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 19 1/4" x 2.1/a" HWH ELCO OR ITW CONCRETE SCREW STEEL off 02 n i 11 V'•. $ of n 2••••'•..... •••• ri 13 3/P OVERALL i / * P .` i d - d IHK. GLASS Illll I , u n Z 0 14 QI I 5/37•ANNEALED t Ew z $ u n Ng 9c; IL l - n mao. AIR SPACE uZo Q /i Sift ANNEALED B N: 1/2 GLASS BITE _z THE APPROVED WRITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". G 1 GLAZING DtT It zp7O p 2 h O aa o o o mm 2.9S m ti0 0 o 1 O I Ln O 084. --I k z n = r C z o O o.u: 11/09/11 u 2 GLAZING 6EAD sc-LE: N.TS. ' v.t h: KV m c- m LrS ? O MAIN FRAMEi rL-14918.8 m v¢o 5 or 5 p ft 211512017 Florida Building Code Online alite CIS Home Log In User Registration Hot Topics Submit Surcharge I Salts & Facts Publications FBC Staff SCIS Site Map Links Search Fbida V Product Approval ii r USER: Public User Pr» puct Approval Meru > : mC X.' nr Nooliration S.•arrn > A?pllcjlion List > Application Detail FL # FL6067-R6 Application Type Revision Code Version 2014 1 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Silverline Building Products Corp One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian@slbp. com Craig Calderone rickw@rwbldgconsultants. com 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 FL6067 R6 COI Certificate of Independence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710. 5.3 Product Approval Method Method 2 Option B https: Nwww.floridabuilding.orgtpr/pr_app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQtjEY%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 Summaryof Products FL # Model, Number or Name Description 6067. 1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion " Impact" with impact and non -impact window products in Masonry or I Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 Il INST Product Offering,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 FL6067 R6 AE EVAL Product Offerinq.pdf 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 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 II INST 6067.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring i FL6067 R6 AE Eval 6067.2.odf wind- borne debris protection this product complies with I 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 I ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation I instructions. 6067. 3 1 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 II INST 6067.3.odf i Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.3.pdf 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 I ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. 16067. 4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and i I I Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.4.odf 1 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 1 Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.4.pdf 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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 [I 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 hdpsJ/ www,floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGngBMUAeEljQgEY%a3d 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 II 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" I for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL6067 R6 II INST 6067.7.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 I 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 I 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 6067.7 for any additional use limitations, design pressure ratings and installation I instructions. 6067.8 1 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 I j ; Masonry or Wood Openings I Limits of Use Installation Instructions IApprovedforuseInHVHZ: No FL6067 R6 II 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. 16067.9 i. 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 j Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL6067 R6 It 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. httpsJlwww.fioridabuilding.orgtprlpr app_dll.aspx?param=wGEVXOwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%3d 314 2/15/2017 Florida Building Code Online Contact Us :: 2601 Blair Stone Road- Tallahassee Fl, 37399 Phone- 850-487.182-3 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275( 1), Flonda Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address of 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 on email address which con be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: iCru_ ,iv Credit Care: Safe https J/www.(loridabL i Iding.org/pr/pr_app_dd.aspx?pwam=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98M UAeEljQgEY%3d 4/4 Silvefflne"' byAndersen r4l WINDOWS • DOORS 2724 STRUCTURAL BEAM MULLION IMPACT" GENERAL NOTES: I. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida guiding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone'. 2. When used in areas requiring wind bome debris protection, this product complies with Seciton 1609.12 of the FBC and does not require on impact resistant covering. This product meets missile level "D' and Includes wind Zone 4 as defused in ASTM E 1996 and FBC Section 1609.1.2.2. 3. Wood bucks by others. must be anchored properly to transfer foods to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to base material shag be beyond wall dressing or stucco. 5. Separate product approvals for each glaring 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 glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shag be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the Individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. TABLE OF CONTENTS SHEET 1 DESCRIPTION I Typical elevations d general notes 2 2724 mullion bad totsle for concrete screw anchors 3 2724 mullion load table tar wood screw anchors 4 2724 mullion section dimensions 8 anc MAX. COMBINED DIMENSION IS 104' WI r W2 GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT MAX. COMBINED DIMENSION IS IOC' wI--II— W2 — GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 104' Wl W2 u GLAZING GLAZING PRODUCT PRODUCT o 1S MAX. COMBINED DIMENSION 6 104" WI—Ir--w2— f GLAZING GLAZING PRODUCT PRODUCT za 0 GLAZING GLAZING fl 1— PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural mullions. Separate structural mullions ore covered under separate approval. srx[ N.T.S. owc. er. OWS ua n: LFS orwnua: w.: FL-6067.4 S&VERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) T.'r TRIBUTARY WIDTH 2r 30- 3r 11.36' 36- 10'4r 44- 4r 48' ur sr 83.2 83.0 78.4 744 70.9 67.7 64.8 622 59 6 575 55.4 53A 516 95 0 90.4 85.5 81.1 77.3 73.9 70.7 678 65.1 626 504 582 56.2 1oo.0 96 7 93.4 66 7 54.5 80 7 77.2 74.1 71 1 60.4 65.9 636 61.4 100.0 100.0 100.0 97.2 92.6 83.4 648 61.1 T7.9 749 72.1 696 67.2 66•• 100.0 100.0 100.0 1000 1000 97.1 92.9 890 855 82.2 79.2 764 73.7 1" 100.0 100.0 Iwo 100.0 100 0 100.0 999 96.5 933 902 67.1 04.0 61.1 5r 100.0 1000 100.0 100.0 100,0 100.0 1000 100.0 971 939 91.0 882 85.6 6o' 100.0 100.0 10o 0 100.0 1000 100.0 100.0 1000 1000 1 97.8 94. 1 91.8 89 1 sr 100.0 1000 1000 1000 100 0 1000 100.0 100.0 100.0 100.0 98.8 95.7 92.8 6B' 100.0 100.0 100.0 100.0 100 0 100.0 100.0 1000 Iw 0 1o0.0 100.0 99.9 96.9 54' 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 6r 100 0 100.0 1000 100.0 1000 1000 1000 1000 1000 1o0.0 100.0 1000 1000 W 1000 100.0 100.0 100.0 100.0 1000 100.0 Iw 0 100.0 100.0 100.0 1000 100.0 4r 100.0 100.0 1000 100.0 I00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 5 4P 100.0 100.0 100.0 1000 100,0 100.0 100.0 1000 10D 0 100.0 100.0 100.0 1000 i 11' 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100 0 Ar 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 loco 100.0 100.0 100.0 WD 0 40' 1D0.0 1oo.0 100.0 100.0 100.0 100.0 100.0 1000 100,0 100.0 1000 loco 1000 36' 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 3W 100.0 1o0.0 100.0 100.0 100.0 100.o 100,0 100.0 100.0 100.0 100.0 100.0 100.0 34- 100.0 100.0 1o0.0 100.0 100.o 1o0.0 100.0 100.0 100.0 100.0 1000 1000 100.0 37' 100.0 I00.0 I0O.o 100.o 100 0 1D0.0 100.0 I00.0 100.0 1000 100 0 1000 1000 30' 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 1000 1 o0.0 100.0 100.0 100 D 2r 100.0 Iwo 1D0.0 1000 Iw 0 100.0 100 0 100 0 100.0 100.0 Iwo 100 0 I00 0 26- 100.0 100.0 1 D0.0 100.0 100.0 160 0 100 0 1 100.0 100 0 1000 I DD 0 1000 100 0 2A' 100.0 100.0 I DD 0 100.0 100.0 100 0 100 0 100 0 100.0 100.0 100.0 100.0 100 0 IN jrnnNc 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 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 711E 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, READ TIIE MULLION LOAD RAIING GIVEN IN 1'SF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR I) 1/4--14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCT APPROVAL. a o0 2. SUBSTITUTE 18-18 PANHEAD SELF-RILLING SCREWS SHOWNo IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END At SECTION IHRU MULLION AND FRAME 15' O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE IIII?OUGII TIIE WALL OF 111E MULLION. BY SILVERIINE CAN BE USED IN THIS FASHION. WWI -i W2 1 II III a II GLAZING GLAZING PRODUCT II PRODUCT O 1 3 z I __ LJILI 7RIBUFARY WIDTH - W1 r V72 2 W1 -II W2 I TI I rIAZING GLAZING PRODUCT PRODUCT; GLAZING Z t PRODUCT J L w4L. N.i.S. DWS cNK n: LFS FL-6667.4 SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WmTH 22- 3r 3r 34' 3r it 40" 47' it'4a- 6V itT.- a9.2 a30 78.4 744 709 67.7 648 62.2 59 a 57.5 55.4 5A4 51.6 960 90.4 855 e1.1 T7.3 739 70.7 67.e Gs 1 626 60.4 582 502 100.0 9a7 634 aa.7 a4.5 90.7 77.2 74.1 71 1 6e4 65.9 636 61.4 1000 100.0 100.0 972 926 8a.4 54.6 al.1 77.9 74.9 72.1 69.6 67.2 100.0 700 0 1000 100 0 1000 97.1 929 890 555 82.2 79.2 764 737 64- 1000 1000 1000 1000 1000 too.o 1000 90.0 94.1 905 a7.1 540 al.1 it 100.0 100.0 1000 100.0 100.0 10o 0 100.0 1000 100,0 982 94.1 90.3 a8.8 Gar 100.0 100 0 100.0 too 0 100.0 1000 11000 1000 100 0 1000 100 0 95A 92.7 it 1000 1000 100 0 100.0 100 0 1000 100.0 1 o0 0 1o0.0 1000 100.0 1 100.0 992 it 100.0 1000 1000 100.0 1000 1000 100 0 1000 100.0 Iwo 1 o0.0 1030 100 0 M" 1 o0,0 100.0 1000 1000 100,0 1000 1000 100 0 1o0 0 1000 100 0 110010 100.5 N67, 1000 10D 0 1000 1000 100.0 1000 100.0 100 0 1030 1000 1000 100.0 100.0 2 60" 100 0 100 0 1000 100.0 1000 1000 100.0 1000 1000 100 0 1000 1000 1000 C1 413' 1000 1000 1000 100.0 1000 1000 100.0 10D 0 100.0 1000 1000 100 0 1000 4a" f o0 0 100.0 I w 0 1000 100 0 10D 0 100.0 100.0 100.0 1000 1000 100 0 100.0 3E M' 100.0 1000 100,0 1000 100.0 1000 100.0 1000 1000 lot)0 1000 100 0 t00 0 it 1000 1000 10D o 1000 1000 1000 100.0 100.0 100 0 1000 1000 1000 100.0 40- Iwo 100.0 10o 0 100.0 1000 100 0 100.0 100 0 100.0 100.0 1000 f 00 0 1000 38, 100.0 100.0 f o0 0 10o 0 f 0o 0 100.0 100.0 100 0 1000 100,0 1000 100 0 1000 3r 1000 1000 1000 1000 100.0 10D 0 1000 1000 1000 1000 1000 100,0 1000 sc 100 0 100.0 1000 100.0 1000 100.0 1000 1006 100.0 1000 1000 1000 1000 37' 100,0 100.0 1000 1000 100.0 1000 100.0 1000 100A 100 0 1000 1000 To 0 31' Iwo 10010 toD o 1000 1000 1000 1000 1000 100.0 100 0 100.0 100 0 100.0 1a' 100.0 100.0 100.0 100 0 100.0 100.0 100.0 1000 100 0 100.0 100.0 100 0 100 0 26' 100.0 100.0 100 0 100 0 100 0 100 0 100 0 100 0 100 0 10D 0 loot 100 0 100 0 24" 100 0 100.0 100,0 100 0 No 100.0 100 0 10D 0 100.a 100.0 100.0 1000 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: I. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR TILE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIVIII 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 1HE 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 WIDIII, RCAD fit[ MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: ' m® 1. SUBSTITUTE (1 FOR 1) 1/4--14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. a Oo 2. SUBSTITUTE 18-18 PANHEAD SELF-RILLINC SCREWS SHOWNoO IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END AT S CDON THRU MULLION A 0 FRM4E 15- O.C. MAX SPACING. THIS SEC710N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: MOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH 7HE WALL OF 1HE MULLION. BY SILVERLINE CAN HE USED IN THIS FASHION. WI W2 I F17 a I PRODUCT IINCGLAZING1ROGLADUCTzl OXA U r1 tlf: I'_may GJJIJ\ lin i' 2 O=U ry m a X0 91. oa 0. 0. o ZTRIBUTARY WIDTH = WI + W2 2 W1 II W2 I GLAZING GLAZING PRODUCT PRODUCT CL GLAZING z 1. PRODUCT o e N T.S. W: DWS BY: LFS me . 0: FL- 6067.4 3 of 4 8) R 10. 1-1 /7' WOOD SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK ss —{ 0.375 O no tl N O f 4) 3/16- 0 CONCRETE ANCHORS (4) 3/16' 0 CONCRETE ANCHORS CONCRETE CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) Ci G C3 IMr.11 Ci IWI z W II II LiII II IxBUCK v Lim s U U W U U W ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH ) X BUCK MULLION ANCHOR BRACKET 2722 1606346 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING cin G 2724 MULLION 16D63T6 ALUM) 7 68' rT— MULLION2. 2S ----- 2.2S S2.2ANCHOR BRACKET 50.2722 6063- 16 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) Q: z : m A% bgLi N . 7 zle iU N S E Li d, 9 a o m roamm n' 1 m\40, 4 c Z HORIZONTAL TRANSOM MULLION 2724.2724 OR 2728 UNDER SEPARATE APPROVAL) 18) NI0X3/4-- ' 1 SELF - DRILLING SMS I I II II u X 3/4 U U \ SELF - DRILLING SMS VERTICAL MULLION ANCHOR MULUON TO MULLION MULLION ANCHOR RRACREF ANCHOR SCHEME ANCHOR sunwR EM/EDM[M 00 DISTANCE CEMER40-CENTER PMJ PMM S/ACING DAINJ 110 PHI WOOD SCREW WOOD 1.3? 1' 1.1/B• R 10-16 SELFDRILLING A OI L nfts= SHEET METAL SCREW STEEL COMPLEMY PRMU * 1• I-I/S T D ME ma uaumm 31I6"0 PFH HOLLOW BLOCK I.1/P 1.1/2, T NRTI KW K: CON R. CONCRETE I- I/r 1-IFZ 7. ON— rxnmrwsp. u.. u ry STEEL CONFORMING TO ASTM AM 16 GA .0.06(r M04 THICKNESS IFv = 33.00D ISL Fu = 45000 PSI) SHEET MEAL SCREWS ISAE GRADE S MIN.). Hun KWIK-FLEX ar ELCO DR14M CONCRETE CONFORMING TO AC3 301 (1000 SI MIN) OR HOLLOW BLOCK CONFORMING TO ASTM CFO E: N T.S. 0* DWS BY: LFS V M0: FL-6067. 4 T 4 or 4 2/15/2017 Florida Building Code Online nz r u Pripilessional BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff BCIS Site Nap Links Search b'r j Product Approval USER: Public User4p Prooutt Approval Menu > ^rocurt or ADulirTtinn Searrh > Aoollcation 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 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 John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indevendence.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 FL13192 R4 Eouiv ASTM C1186 Eauivalencv Signed.Ddf httpsJ/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXCIwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 2/15/017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products Method 1 Option D 08/ 17/ 2015 08/26/2015 09/07/2015 10/16/2015 FL # ' Model, Number or Name I Description 13192.1 I Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL13192 R4 Il ER RIO-2553.15 Plank metal wood.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Ft 13t92 R4 11 ER RIO-2557-15 Plank Shingle CMU.odf F113192 R4 It ER RIO-2577.15 Plank to WSP Sheathing.odf FL13192 R4 11 Install CemPlank Sidinq.odfDesignPressure: N/A 1 Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.odf 0122.04. Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports j FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU,odfI FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf ' FL13192 R4 AE NOA 15-0122.04.odf i Created by Independent Third Party: Yes 13192.2 i HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions 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. FL13192 R4 11 ER RIO-2553.15 Plank metal wood_odf FL13192 R4 II ER RIO-2557.15 Plank Shingle CMU.odf FI i3t91 R4 II ER RIO-2577-15 Plank to WSP Sheathing.odf 1 FL13192 R4 II Install HardiePlank Siding.pdf FL13192 R4 II NOA 15-0122.04.odf Verified By: Intertek Testing Servlces NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf j F1,13192 R4 AE ER RIO-2557-15 Plank Shingle CMU Ddf j 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 113192.3 • HardieShingle Individual Shingles j fiber -cement individual cladding shingles I Limits of Use i Installation Instructions Approved for use in HVHZ: No FL13192 R4 li ER RIO-2555-15 Shingle metal wood.pdf Approved for use outside HVHZ: Yes FL13192 R4 II Install HardieShingle Siding odf Impact Resistant: N/A I 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.Ddf Created by Independent Third Party: Yes ! i 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FI 13jg2 R4 1t FR RIO-2555.15 Shingle metal wood.pdf Approved for use outside HVHZ: Yes FL13192 R4 Ii ER RIO-2557-15 Plank Shingle CMU.pdf Impact Resistant: N/A FL13192 R4 iI Install HardieShingle Siding odf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. IOther: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party: Yes 13192.5 j Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL131923192 R4 II ER RIO-2553-15 Plank metal wood.odf httpslAwww.floridabuilding.org/pr/pr_app pll.aspx?param=wGEVXQwtDgtsk%2bGnULA7ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAc/o3d°/aid 20 2/15/2617 Florida Building Code Online Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMLI odf Impact Resistant: N/A FL13192 R4 11 ER RIO-2577.15 Plank to WSP Sheathing.odf Design Pressure: N/A FL13192 R4 II Install Prevail Lao Siding.odf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.pdf 0122.04. 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 FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf 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 7 Eck Hirt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467.1824 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 fesponse to a public -records request, do not send electronic mall 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 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: gw] Credit Card Safe httpsltwww.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwlDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAp/o3d%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. O HardiePlank, A >0, Lap Siding JamesHardie EFFECTIVE SEP I EMBER 2013 WR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS !) PRODUCTS rlsit wnrrrr.rameShardie rim 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 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 HARDIEZONE PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ10m 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: 0 CUTTING INSTRUCTIONS OUTDOORS INDOORSStoreflatandkeepdryandcoveredprior to installation. Installing siding wet or 1. Posizcn cueing slat ca so :hat :•mid vrah cloiv dbsi avray from user 1. Cut only using score and snap, or shears (manual, elec.ric or pneuma6q. saturated may result in shrinkage at bull and cTers m ;.orking area. 2. Position curing station in wall -ventilated area joints. Carry planks on edge Protect 2. Use cr.e of tPe tot ovayrmettafs: a. Bast: I. Score and snap edges and comers from breakage. James u. Shears (mant:al, e'ectrr, a pretrmatic) NEVER use a pourer save indoors Hardie is not responsible for damage b. Ee aer: i. Dusi re(hxir•g circular sm,! ecprpped vnth a NEVER use a erculaar sav blade that dress rot carry tha HardtaSa & smv blade aadfarrark caused by improper storage and handling Hard estade- scut blaaa and HEPw vacuum e.aoctten NEVER dry svreeo - Use vret suppression or HEPA Vttcuttm of the product. c. Good: i. Dust re(hi iN crater sari with a HanleBlare sari blade cmy use fa lour zo moderate c:r rg) hrperari Note- For maldmum proteaon (avest resp,ab'e dust pioducucn), James Hard a recommends ahrays using -Bes:%level c:a rg mathods %owe feasible. ffNIOSH- apprvaad respra:ors can be used n can,tnaon :vrth above curing pracices to further redLce dust exposures. Addrtbrhal erposwe intormauoo is avadatb!e at vwnv.iaireshanhe.com to help you determine the most appropnata cutnrg methal fc yoLr,ob n'4vraments. If concern still exists about eVosure levels or you do col comply w1h the above practces, you shadd ahvays WISUll a quaMted nausinal trigier, st o contact James Harde'cr further infrrrral'on. tlwvro GENERAL REQUIREMENTS: HardiePlank • lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.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 ppAv, famehardie tom A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for seater infiltration. 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 - typically a minimum of 6" in the first 10'. Figure 1 Double wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie products, such that [hey may remain in contact with standing water vraler-resisive oamer let -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. plyvwa or ear' o.c. mac. For larger projects, including commercial and nlulli-family projects, where the spall of the OSB sheathinuJ 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 vNN/.JamesHardie.com. DO NOT use stain. oil alkyd base paint. or powder coating on James Hardie` Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure gNailrine(Ifnall fine is not are required by code (as refererced 2009 !RC sh'u present place R, 103.3.2) Va up lasiener A. Joint FlashingJames Hardie recommended beP;: een 3/4" 2. 1" from top v2ter• B. Caulking' (Caulking is not recommended resistive Had 3l8"ban of plank) for ColorPlus for aesthetic reasons as the barn' Caulking and ColorPlus will weather coge or plank jCnt . differently. For the same reason. flasmng do not caulk nail heads on F4 ColorPlus products.) HaraiePlark rciezona sating C. " H" jointer cover install plants in macerate cntnct it bun loinls e Install a i 1/4' starter strip to ensure a catsistent olan angle leave appropriate gap bel:•recn planks and trim, then catdk. Note: Field painting over caulking may produce a sheen difference when compared to the field painted PiimePlus. 'Refer to Caulking section In these instructions. For additional information an HardieWrap' Weather &artier. consult James Hardie at 1.866-'Hardie or vivPN.hardievvrap.com WARNING: AVOID BREATHING SILICA DUST James Harde r oroducs contain tesalfable cr/stal5ne silica. viNrn is uw'.in to the State of Califonria to cause cancer ana is censidenxl by V.RC and NIOSH to no a cause of cancaar Iron some oatw:. u d sources. Breathing -excessive amorists of reso'uabte silica atrst can also cause a t%abintg atxf imentialhj fatal lung disease callea shricosis, and has rein linked :•nth other diseases. Sone sPicOes suggest smoking may uhcrease these rislts During in staliation at Witumtg, (i 1 r ore in ouhiow areas :nth aide ventilation:12) use fiber cerrent shears for a,hing or. .vheia net feasible, IU 3 HJdiaskade' sa:v oLaoe ana oust -reducing c lrmlarsat attached to a HEPA vacuum: r31 vrarn others in the in•merliate area: (4 v:eai a orcoerty-rated. IIICSH-acoroved (,.list nays ct rasoiratrr le g. H-n in acccroance %vilh aborcacla garerntretht regulations and rvuturmctuer instrucauls to farther limit rapilaole sdica evomwes. Cluing clean-uo, use HEPA vaau firs at vmat cleanup r,•ethors - never r'ay s:.e o For rusher information, reter to our ostallaaon insuuaias and ktaierial Salary Cara Steel ar,.we at :a :v.Vrr sharrtla.mm or by cz kng I-eC0.9H FDA (t-a"Co-9a2-'3-131. FALLIFE TO ADHEPE TO OUR 'NAMN'ulC.S A1SDS. AND INSTALLATION INSTRUCTIONS MAY LEAD TO MROLS PETiS UAL IMILRY CS CEATH. HSII119- PI/d 6.113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing As required4 `• • min 4• x 4" Min. YV X Do not caulk r I . Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry I n I1 —_ Y4" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank = lap siding products. Face nailing should o0/ 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). Pln-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) 1 tga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 114" long x 0 375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast` nails or equivalent (0.10" shank x 0.31 3' HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSS minimum 7116" 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). O C2mar Figure 15 I n — v Nail Line le Blind N211FEI Wale r P.esisuve 1 114- min earner Overlap _ 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. 8-13 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 1/4" into metal framing. OSB minimum 7/16" Siding nail (0 09" shank x 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 1/4" overlap f 24'. ISO C mas. `\ 1 114' in overlap I I I _ p fro° race nail 1 I 1 waver-reslstrve barner Laminate sheet to be removed immediately after installation of each course for ColorPlus° products. When face nailing to OSB. plants must be no greater than 9114" wide and fasteners must be IT o.c. or less. Also see General Fastening Requirements: and when considering aliemaihe fastening options refer to James Hardie's Technical Bulletin UST6 17 - Fastening lips for HardiePlank' Lap Siting. HS 11 119-P2/4 6113 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 grater, or in very humid climates. N•lanufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA Preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation 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. 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 cr drive nails at an angle. If nail is countersunk. fill nail hole and add a nail. (fig. 8) For wood framing, 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. The 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. 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). 15D countersunk, fill & llq s 0addnail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" 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 Elastorneric 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 cursing 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 HardiePlank- lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factor/ cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on Jaynes 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 Warranty. PAINTING JAMES HARDIE3 SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardier Products. Aoply finish coat in accordance with paint manufacturers w ittenl instructions regarding coverage. application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products. refer to the ColorPlus touch-up section HS11119-P314 &13 AA 9. = COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH So 5lid 61/4 71A 7112 8 8lid 91/4 9112 12 1 so = 1oo so ft.) (exposure) 4 5 6 6 114 6 314 7 a 8 114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 lco 80 67 64 59 57 50 50 37 125 100 83 80 74 71 63 63 47 0 150 120 100 96 89 86 75 75 56 i 175 140 117 112 104 100 88 88 65 a 2co 160 133 128 119 114 IC0 100 74 9 225 i80 150 144 133 129 IQ 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 I50 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 1130 15 375 300 250 240 222 214 188 188 1d0 16 400 320 257 256 237 229 200 200 149 11 425 340 283 272 252 243 213 213 158 18 d50 360 300 288 267 257 225 225 167 19 475 380 317 3C4 281 271 238 238 177 20 5Co 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 :rib ICC-E3 Evaluation Report ESR-2290. HardiePlankOlap siding is recognized as a suitable allemate to dial soecified in: the 2006.2009.32012 International Residential Code for One- and Taro -Family Dwellings. and the 2006. 2009, 3 2012 Intema5onal Budding Code.. HardiePlank lap siding is also recognized for appfcauon in the fo0trmng. City of Los Angus Research Report A10 24862, State of Florda fisting FI-489. Dade County, Florida N0A No 02-0729.02. U.S. Dept. of HUD Materiels Release 1263c, Texas Department of Insurance Product Evaluation EC-23, Ciry of New York MEA 221.93,u, and California DSA PA-019. These documents should also be consulted for additional infotmation concerning the suitability of this product for specific applications. TM, ndt?derresdenoteBuiltradeamsorresAurgntsremarksAdditionalInstallationInformation, T;A, SM. orl denote trademarks or regatered trademarks ofrNJarresHardieTeCrwlogyLimited-',isaregistered trademark Warranties, and Warnings are available at JamesHardie of JamesHardieTechnologyLitntedwww.jameshardie.com Parelfast is a registered trademark of ETdF Fastening Systems. Inc HS11119-P414 6/13 f 2/15/2017 Florida Building Code Online BursinOss &?r6fiessiOnal..'RegulAtion, r BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff BCIS Site Map Links Search b a ti ,t:. 'Ld'. Product Approval USER: Public User ProduC. •toorav;il M?nu > Pmdurr or aoohcatrnn Search > poollraaan Lost > Application Detail FL # FL13265-R2 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 11 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 John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Indeoendence.odf 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 FL13265 R2 Equiv ASTM CI186 Equivalency Signed.odf https://www.floridabUlcing.org[pr/pr_app dU.aspx?Wam=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL # f Model, Number or Name Description 13265.1 I HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit fpanelsI Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 lI ER RIO-2554-15 Soffit wood metal.odf FL13265 R2 11 Install HardieSoffit Panel.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13265 R2 11 NOA 15-0122.04.odf Design Pressure: N/A Verified By: lntertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 0122.04. Evaluation Reports FL13265 R2 Al ER RIO-2554-11 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Dark ilCxt Contact Us :: 2G01 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4117.1324 The State of Florida Is an WEED 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 mall to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do 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 455, F.S., please click here . Product Approva l Accepts: tZrar E Credit Card Safe hitps•l/www.floridabuilding.orgfpr/pr_app dtl.aspx?param=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%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. TO HardieShing le©I/ >2. Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEIMBER 2013 WW INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS" PRODUCTS visit -m.nor.iameshardiecomfor the most recent version. 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 D INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS OUTDOORS 1. Posiron cumrg s1*,cn so rhatwnd vrdl dmv dust wtay from user and others in waling area 2. Use ore of J:e tolVirng merods: a. Pest: i. SI•eats (marial. eectnc or pneumatq b, & rer; i Dust reds cstg cvctlar saw Mi1pped vefh a Har( FeEllade' smv blade aril HEPA vacuum ex'Wion c. 136W: i. Dust retAnhg dicdar sav wh a Hard•e9ade wu blade cnly use for'ovr to moderate curwit; IPIDOORS 1. Cut only using shears (manual. electric or pneumatic). 2. Position cutting smion in well-venttiaied 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 an edge. Protect edges and comers Irom breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. 1`' EVER use a power savr indoors WIB use a circular savi blade that does not carry de Hard;etllade saw blade aademafk tIEVER dry sweep -Use e:ei suppression or HEPA Vacuum limper ini Pb:e For maximum pwlec'at ('avest rmimble dust producJon), James Hartle recommends akvays usutg "Elost'-level amfg methals .there feaslt!e. MOSH , approved resp.ra:cfs an tx used n conLncaon vrth above curing pracLces to furser reduce dust exposues. Addit'cral exposure infamaWn s available at vivvi. lamesharde.cam to help you da:etmne 1,s momappropriate cur rg malcd for your,'ob requirements. If crxsern still eAss about erpoa.re --nets or you do rot campy vnth the atme practces. you shotild ahrays constdt a quarifled rdustrial fr,•gierdst or con;nc: James H.nrd:e for fuMar informatort m x;rra 21 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 wrrw. iamehaidie corn A water -resistive barrier is required in accordance with local building code requirements. The viater-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 housewrapt. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2,3,4.5,6 &7 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, oil/alkyd base paint, or powder coating on James Hardie' Products. CLEARANCES Install siding and Irirn products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete toundation 6- mint 1 i starter course Maintain a minimum 1" - 2" clearance between James Hardie' products and paths, steps and driveways. Figure 2 1"- 2 mi Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 3 v ater siding resistive 1 barrier deck material 1' - 2- mi For additional information on HardieWrap' Weather Barrier. consult James Hardie at 1-866.4Hardie or wvwi.hardiewrap corn At the juncture of the roof and vertical surfaces, flashing and counterflashirlg shall be installed per the roofing manufacturer's instructions. Provide a minimum 1" - 2" clearance behveen the roofing and the bottom edge of the siding and trim. Figure 4 min WARNING: AVOID BREATHING SILICA DUST James Hard a products contain r,spha!Ae crysratitne silica, v,htch is kna:m to the State of Ciiforrna to cause cancer aid is considered drl IARC arld NIOSH to he a cause cif cancer from. some ouxrpallcita sources. Ereathing eacessbe amounts of respuabla si ca dust can disc catrse a disaoling and potentially fatal king disease culled sdnxrsis. and has been tinker 6th other diseases. Some V16as suggest smoking may inuease these risks. Dtuing installation or handling: (i I lvork in outrlcor areas vath ample ventilation. (21 use titer canent shears W cumhg at. v,here not feasible, use a HardieElaue7 saw dlada and dust-rerhtcing rnadai s1:1 attached to a HEPA, vacuum: (31 t•,am others In the immediate ;.tea: (d) wear a proparly-fitted, taoSFl•: odro,ed dust mask or resonator (e.g. 14-951 in accordance mth applicable government regulations and rn nutarnl(al Irutruclitxts to h Wter Qmn rasoifaok si ira atmstues Dining dean-uo, use HEP? v2cuums of vvet cleanup methods - naver dry s.veep. For Iurt hei information, rem to rite insiJlatien instnXtitr* and Material Salary Data Steel avalaote at vawv.jamesharde.com or oy calling i-300-9HPMEE 6.800-912.7343). FAILURE TO ADHERE TO OUR wASHNGS. hiSDS. ATID WSTALLAION IHSTRUC i10IlS MAY LEAD TO SERO S PERSONAL IPILRY OR DEATH. 7 P'-- HS1il21_Pl/5 6/13 IA9 Maintain a 1/4" clearance Maintain a minimum 1" gap Figure 7 KICKOUT FLASHING between the bottom of between gutter end caps and Because of the volume of water that can pour down James Hardie'' products siding & trim. Faswq l a sloped roof, one of the most critical flashing Stet details occurs where a roof intersects a sideviall. and horizontal flashing. The roof must be flashed with step flashing. Where Do not caulk gap. Figure 6 the roof terminates, install a kickout to deflect water Figure 5 away from the siding. tam siding 1 i It is best to install a self -adhering membrane on the b or Ira' gap I wall before the subfascia and trim boards are nailed Dna edgeC1n11k siding 1 in place. and then come back to install the kickout. e•'°e Figure 7, Kickout Flashing To prevent water from hashing rasua dumping behind the siding and the end of the roof intaisection, install a "kickout" as required by IRC code R905.2.8.3 :'...flashing snall be gutter and end cap a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100* - 110' to maximize water deflection TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 80). BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Yi" or larger such as dryer vents should have a block of trim around point of penetration GABLE INSTALLATION: I 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) Measure 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 lime 5) Place your 8 Y4•' Starter Course -bottom IeJel with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical lisle 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 I) Blue Dots show nail placement 8) Measure up 7' with straight and 6" with Staggered edge and snap a caulk lisle 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 way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (FX2) 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!) Figure 9 Fodcenter aµnle; Figure 10 1 Figure 11 9 s' p a chit, %ure and - 1. 3' Starer course a ALtke sue t0 moat $nap rYt:r LIR; sire am ;Taira vrin Pau Va + lu a IG from C?Jr Jx 5 at roil fine 15Si from lrcilem V,Na M1110.liar Irnl dr Slate masa Caller id IN IC:1;rld null ' r Use r 1 r Figure 12 Figure 13 Figure 14 perms Xk.-amjYI-xvsggSrrrvrstrOtyIregmsatpermst•.t1erC n:Y05idN. N;%-. v reds on Centel CA lrw to 10 in (1)ts3ue Pill lu •dlr crr%ure r'dir rn,76 ilnC 7" SrJn r1YN Ina i' hr ,ri u it arm Irn ddara s'YnrM rQ'! la Thud rav, lojn: ai arurd ra:l dl ShrtltrkS IYrd rdY 01 SNny".?S nljN M11, line 700 Panels can also be installed direct to stud up to 2 VOC. Note: Snapped chalk lines help guide installation. when installing straight edge panels or Individual shingtes use a straight edge on bottom edges it uniform Straight edge is desired. HS111121 P215 8113 HARDIESHINGLE3 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 bused in moderate contact. Due to 15 7/8" 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. 1) 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 of any horizontal surface leave 1/4" gap between bottom of siding and flashing. o. IM 1/8' min. 16" or 24" Trim gap for _ o•c _. I water -resistive caulk barrier sheathing V DO NOTHHSIAREATHROUGH +' 1 I II course If3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course 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 maximum of 13 314" o.c. Alloy 3/8" from panel edges. cavity (16" or 24" OC), again abutting the cut end into tt1e trim (figs 15 & 17). steps 5 a 6 This is to prevent pattern repetition. Repeat step 3. 1/8" min. gap for caulk 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. JV 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third r 4 I I I 6" I 1 course L Note: For aesthetic purposes you may trim - -- second s" tnm first panel 8 1/4" 1 y;• to hit center of HardiePlank` starter furthest stud lap siding strip the bottom of the panel to create a straight coarse + 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 • ' HARDIESHINGLEm STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) 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 Sleos I .4 Figure 16 Steos536 Trim 1/8' min. 16" or 24" yl Water -resistive 118" min. for _ o•c _ barrier gap for caulk gap 1 caulk sheathing I I I I I c v,, Do NOT NAIL THROUGH I 7" I I THIS AREA I + 15-1/4" -- -- parcels 15-114' panelE J_ second trim first panel 8Y., 1 %" course to hit center of HardiePlank starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application Is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4- o.c. Allow 3/8' from panel edges. HARDIESHINGLEm STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 43" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximatey 43. based on maximum 7" exposure. HSI1121 P3/5 E/13 HARDIESHINGLE"INDIVIDUAL SHINGLE INSTALLATION HardieShingle'' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to nlitlimum 7/16" thick Figure 18 sheathing. g Trim 1/8' min. gap for Fastener Requirements caulk 0.091" x 0.221" HD x 1 112" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding (tails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle° Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels ------ about trim boards Space shingles a maximum 1/4" apart and leave a 1 j minimum lap of 1 i/2" between successive courses (fig. 19). 15-1/4" 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank' shingle siding starter course. - -1_ 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 1 112" 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 Figure 19 Individual Shingles for side'.wall applications are available in assor ed widths --------- as listed below. Bundles needed for one square I WO sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 15-i/a shingle f 7" max. exposure A Install with the widest part of the shingle placed downwards 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7.1/4" 6 15 10" 3 15 postion nails on nail line a minimum 318- from edge y >o HARDIESHINGLE°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-Rottnd Panels to both framing and to 7/16,' thick APA rated sheathing. Figure 20 HardieShingle Half -Round Panel Installation trim board 16" or 24-- Install HardieShingle', panels Mh joints butted in moderate contact. Due to O.C. overlapping of the joints, caulk is not required except where panels abud 1/8 gap 1 trim boards. (fig. 20). Ensure keyways do not line tip on subsequent courses. lor caulk 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlankt lap siding starter MUM. DO AILNOTHIISAREATHROUGH 2) Place first panel so that panel end centers over said. Trim panel as 15 1/4" needed. Butt the ctlt end into trim as shown•, (figs 20). When installing shingles over a band board or any horizontal surface, leave 1/a" gap between oottoin of siding and flashing. 1 3) Secure panel, leaving 1/3" gap for caulk at trim and continue the course along the wall. 674 1Y, Hardieloank° starter lap siding strip space shingles max 1/4' apart eave a min. tap f 1-1/2' between tints in succesive ourse i i water -resistive I barrier' 1 ' 1 sheathing 7- 1 3/8" 4) Start the second course. by removing the equivalent of one full stud cavity 16" or 24" OC), again abusing the cut end into the trim (fig 20). This is to ' • ' prevent pattern repetition. Repeat steo 3. correct alignment position nails into framing trim first panel 5) Start the third course, by removing the equivalent of two full stud cavities through previous courses. to hit furthest stud figs 15 & 17) and repeat step 3. Only when application is to minimum 7/16' thick APA 6) Continue up the wall repeating steps 2 through until desired height is reached. rated sheathing, position nails spaced a maximum 13 3/4' O.C. HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow 318 ' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. i ( II r I I r starter strip 8-1/4" HardiePlank' lap siding HStlt21 P415 6113 CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. Laced outside corner. Laced inside corner. minimum (V) thick trim 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 if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Figure S M >-9. 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, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. 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 Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING ti countersunk, DO NOT use stain, oil/alkyd 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 fill & add nailU require a field applied prime coat. 100% acrylic primers and topcoats are snug flush DO NOT DO NOT recommended. Do not paint when wet. For application rates refer to paint Figure A Figure 8 under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. 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. If large areas require touch-up, replace the damaged area with new HardieShingles siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. 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 HARDIEO SIDING AND TRIM PRODUCTS WITH COLORPLUSS 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 Reprinting is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie" 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 RECOGNITION: In aaardarxe :•.ith IMES E.aluation Report ESR-2290. HardieShugle lap siting is recognized as a suitable alternate to that specified in: the 2006.200942012 International Residential Code for One- and Two-Famiiy DrveEngs, and the 2006. 2009. & 2012 Intematbnal Builc[ng Code.. Harrib-Shingle lap sding is also recognized for application in the foCorring: City of Los Angeles Research Report No. 2a862, State of Florida 6sung FLtr889, Dade County. Forida NOA No. 02-0729 02. U.S. Dept. of HUD Materials Release 1263c. Texas Department of Insurance Product Evahration EC-23. City of New York i%% 223.93-M, and Cahfarroa DSA PA-019 These documents should also be con lied for additonal informatbn concerning the suitability of this product for specific applications m 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.jameshardie.com for Additional TM. SM, and d0 denote trademarks or registered trademarks of Product Information and Availabilit/, JamesHardie James Hardle Technology Limited. 0 is a registered Installation Information, Warnings, and Warranties trademark of James Hardie Technology Limited. HS11121 P5/5 6/13 2/15/2017 Florida Building Code Online T- 1W-1 I tit Susiness &Protessional Regulatioll RiI:WRWri fYYIii YI SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FBC Staff BCIS Site Map Links Search I Vr a Product Approval USER: Public User Pretlua •t oorovdl Atlnu > pnAL•r. nr Application Saarrn > ArrIlcation i ist > Application Detail FL FL12194-113 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 odf Referenced Standard and Year (of Standard) Standard year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https://www.0oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMisX5GEO%2f1CXzYpyxA%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Summaryof Products I FL # . 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 AI C15001 Evaluation Report 2014 FBC 04 T<I , I Soffits.pdf I Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes i I Evaluation Reports F r Z194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits. pdf Created by independent Third Party: Yes I Beth Nr.1rl Contact Us :: 2601 BI-Ir Stone Road Tallahassee FL 32399 Phan•-' 850-467.1 24 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 mailtothisentity. 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( 1), Fiends 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 rat wish to supply a personal address, please provide the Department with an email add ess Fwhcan be ich madavailable to the public To determine if you are a licensee under Chapter 455, click Product Approval Accepts: El Credit• Safe securityAu.- ir S httpsjtwww.0oridabuilding. orgtpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 2/2 rTRINITY1 ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9SO3 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: Robert J.M. Nieminen, P.E.:', Florida Registration No. 59166, Florida DCA ANE1983 a r's`ss The facsimile seal appearing was authorized by Robe Nleminen, P.E. on 06/23/201S. This does not serve as an electronically signed document. Signed, tested hardcopies have been tnnsmrtted to the Product Approval Administrator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. 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 Property Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: Entity Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST3577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) 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 in=/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. 5: LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 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 (GC,i = ± 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7.10 (K, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 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, LLC. Evaluation Report A33360.02.09-R2 Certificate o/Authorization #9503 FL32194-RZ Revision 2: 06/23/2015 Page 2 of 3 I TRINITY I 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 CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09-R2 Certi lcate oJAuthorlrotion M9SO3 FL12194-112 Revision 2: 06/23/2015 Page 3 of 3 238" F- CHANNEL (3/8-) ALUMINUM 0.0165" nominal thickness Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization 019503 Robert Nieminen, PE-59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. l TRINITY I ERD 2.625 REF. 50 TYP. o 00000 00000 000000 00000 vO 000000 00000 ty DFnINFR PAIL RII ( n c i P1 LOUVERS FORMED IN WE DIRECTION AS RIBS) Evaluation Report A13360.02.09-R2 for F1.12194-112 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 s Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 Q-, N' t0 TRINITY i ERD 16- R&I VENT Id- CEMER VEST 15- Soup P4i 1 Evaluation Report A13360.02.09-R2 for FL12194-112 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +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 B-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 J-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 AHJ. 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 (GCN = + 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. 5. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7-10. 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. i 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL32194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 ERDTRINITY TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. 1%-inch 3/8-inch head One (1) min. long x 0.072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 min. 1.25-inch crown staple 3/16-inch head embedment diameter trim nail One(1) Min. One (1) min. 1%•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; 3" hand dia. nail with min. 11,:" engagemsnt([or .good subatrana) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or blocl: 3uhacrate). 3oaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrnee or Black W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 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 FL12194-112 Certificate of Authorization 99503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 TRINITY I ERD Table A -la: System No. 1 & 2 - Exposure B Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 0<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30<h<40 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-Sb: System No. 1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0<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 Basic Wind Speed (mph) 110 120 130 140 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, I.I.C. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for FL12194-112 Certificate of Authorization U9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2. Page 3 of 14 TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max. System Span Max. No. (inch) Substrate Fastener Spacing Substrate Three (3) min. Y. x Y.-inch 3. 12 Wood crown staples 24" o.c. Wood in a diamond pattern 1 TRINITY I ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. I% - One (1) min. Y. x inch long x 0.072- a48.0 Y.-Inch crown 8" O.C. Inch diameter x 48" O.C. 64.2 staple min. Y.-inch head diameter trim nail OPEN RAFTER 3/4' X 1/4 CROWN STAPLES USING A TA' LaD /- FACIA BOARD PATTERN I J FASCIA CAP 3/4' X 1/4' CROWN STAPLE '8 ON CENTER 1 -3/4" TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR GOWN SOFFIT-'"ax• 12-inch span WOOD SUBSTRATE I `, SOFFIT STAPLE pIAMOND PATTERN I` I DETAI1 I1 yr s[rvL01 sr.n.cs i i L 1-3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA QEIAIL Table A-2a: System No. 3 - Exposure B Basic wind Speed (r Eave Height (it) Pressure Zone 110 120 30PO 140 150 160 4 OK OKK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 50 < h < 60 5 OK OK OK L OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization I19503 Prepared by: Robert Nieminen, PE-59166 170 180 190 1 200 OK NO OK NOWOK NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 4 of 14 TRINITY' ERDI Table A-2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 14 1150 160 170 180 190 p < 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 j OK OK OK OK OK OK NO NO 5 OK I 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-2c: System No. 3 - Exposure D Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 lso 160 170 4 OK OK OK OK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15 < h < 20 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 4 OK OK OK OK OK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK OK NO 40 < h < 50 5 OK OK OK OK NO NO NO q OK OK OK OK OK NO NO 50 < h < 60 5 OK OK OK OK NO I NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL32194-R2 Revision 2: 06/23/2015 Certificate of Authorization n9503 Appendix 2, Page 5 of 14 Prepared by: Robert Niemmen, PE-59166 i J TRINITY i ERD TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to )-Channel Soffit Fascia Cap Max. Sub- Max. Max. Max. Max. System Span Sub- MOP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1Y.- Three (3) min. 48 x One (1) inch long x min. % x Y.- A -inch min.'/. x 0.072-inch 48.0 4. 12 Wood inch crown 24" o.c. long x o.c. 16" oc 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 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OIANOND PATTERN OPEN RAFTER W; ^ `, SOFFIT STAPLE D15 I I DIAMOND PATTERN 1 ; DETAIL FACIA BOARD 1 air n:rvM/ FASCIA CAP ` I u \_ 3/4" X 1/4" CROWN STAPLE -B- ON CENTER J—CHAN1-3 4" TRIM NAIL ocrexen co coa0CCLc PAINTED S.S. 48" ichone(1) NB x 1/ 2. x 3/8' head D.C. diameter screw. L6- 0, SOFFIT — max. 12-inch span WOOD OR BLOCK SUBSTRATE 1- 3/4- TRIM NAIL I FACIA BOARD PAINTED S.S. FASCIA CAP 3/ 4- X 1/4- CROWN SIMPLE SOFFIT SOFFIT & FASCIA D ETAI L Table A-3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 200 0< h<30 4 OK OK OK OK OK OK OK OK OK OK S 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 S 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 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 6 of 14 TRINITY ! ERD Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 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 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 OK OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure D Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1s0 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 Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 119503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 TABLE B-1: 16-inch Span, F-Chi Max. System Span No. I (inch) Substrate S. 1 16 1 Wood Table B-la: System No. Eave Height (ft) O<h<30 30<h<40 40<h<50 50<h<60 TRINITY ERD nnel (nailed to wood) & Fascia Cap Eave Side Wall Side F-Channel Soffit Fascia Cap MDPMax. Max. Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. IV - One (1) min. inch long x 0.072- 3/8-inch head One (1) min. 3/8 inch diameter x 36" o.c. 25.6 diameter nail, 24" o.c. Wood x 3/8-inch crown 16" o.c. min. 3/16-inch min. 1.25-inch staple head diameter embedment trim nail c%: . 1/- head lid. natl w:ti ntn. I!;" anga-4Ononc(Cor rood ouu tr.,ta! of m:n. 0 097" d:n. T-nail or stub n+tl rich o:r.. 5/e" eryegemon (ivr con_rore or bltic'r. anbacrntel, npn red ae noced abevo. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Coua r^•- o: 91o:k 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 Exposure B Pressure Zone20K Basic Wind Speed (mph) 120 130 OK OK4NO5OK OK OK4 4 NO OK NO5 NO 5 OK NO NO 4 OK OK NO 5 OK NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization 1t9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE-59166 0 J 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. Fastener Spacing Fastener SpacingPg sfP ) No. inch) Substrate Fastener Spacing Substrate One (1) min. One (( inch One (1) min. 1Y..- One (1) min. 3/8 inch long x 0.072- 16 Concrete CMU diameter T-nail 24" o.c. Wood x 3/8-inch crown 16" o.c. inch diameter x min. 3/16-inch 36" o.c. 33.3 6. or block or stub -nail, staple head diameter min. 5/8-inch embedment trim nail Min. 3/8" head dia. nail atth min. 11:" 9nga9em9n.lfor Mood substrata) Or min. 0.097" dia. T-nail or stub nail with min.. 518" anga3amenc(for concret9 or bllock substrate), spaced as riot-0 above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL tr7ood, Conr'*- or Block. 'rl FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09-R2 for FL32194-112 Revision 2: 06/23/2015 Certificate of Authorization $9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Table 8-2a: System No. 6 - Exposure B Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 4 OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO 4 OK OK OK OK NO 30 < h < 40 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 8-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 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 ryp 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 NO0<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 4 OK NO 5 NO NO40 < h < 50 4 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 TRINITY, ERD TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia CapFNo. Max. MOP Max. Max. Max. Span inch) SubstrateF(3) Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. 1'/.- One (1) min. % x inch long x 0.072- 27.0 7. 16 Woad 24" o.c. Wood inch crown 8" o.c. inch diameter x 48" O.C. 36.1 in a diamond staple min. inch head diameter trim nail pattern 3/4- X 1/4" \ CROWN STAPLES USING A DIAMOND PATTERN F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE OPEN RAFTER FACIA BOARD FASCIA CAP 3/4" x 1/4" CROWN STAPLE 'a" ON CENTER 1-3/4" TRIM NAII PAINTED S.S. 48" O.C. SOFFIT -Max- 16-i:tch epnq 11 SOFFIT STAPLEs .w DIAMOND PATTERN DETAIL 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4" CROWN STAPLE SOFFIT & FASCIA QEJAIL Table B-3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 4 OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK NO NO 40 < h < 50 4 OK OK OK NO 5 OK OK 11jig NO NO 4 OK NO NO 50 < h < 60 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-112Revision2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE-59166 J J TRINITY ' ERD Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK OK NO 15<h<20 4 OK OK OK I OK 5 OK OK NO NO 20<h<30 4 OK OK OK I NO 5 OK OK NO NO 4 OK OK OK NO 30<h<40 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO SO<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 Basic Wind Speed (mph) 110 120 130 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 S OK NO NO 30 < h < 40 a OK OK NO 5 OK NO NO 40<h<50 4 OK OK NO 5 NO NO NO 50<h<60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( 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, J-Channel (stapled to wood) & Fascia Wall Side Cap 1-Channel Max. System No. Span inch) Max. SpacingSubstrateF(3) Substrate g, 16 Wood 24' o.c. wood In a diamond pattern OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OIAMOND PATTERN W14EL 1-3/4' TRIM NAJ PAINTED S.S. 48' D.C. SOFFR—max. 16-inch scan W000 OR BLOCK SUBSTRATE Table B-4a: System No. 8 - Exposure B Zone a40 TRINITY ERD Eave Side Soffit Fascia Cap Max. MOP Fastener Fastener Spacing Psf) One (1) min. 1Y..- One (1) min. % x inch long x 0.072- 23.5 inch crown 8" o.c. inch diameter x 48" o.c. 31.4 staple min. Y-inch head diameter trim nail 31W KTVM % SOFFIT STAPLE L i DIAMOND PATTERN DETAIL FACIA BOARD 11 ]/ SIN-= FASCIA CAP 3/4" X 1/4" CROWN STAPLE -8- ON CENTER 110 OKOKOKOK tOK OK OK OK OK OK OK OK OK 1 —3/4- TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4' x 1/4' CROWN STAPLE SOFFR — SOFFIT & FASCIA QEJAIL Basic Wind Speed (mpnl 130 OK 140 OK 150 OK OK NO NO OK OK NO OK NO NO OK OK NO NO NO NO OK NO NO NO NO NO Evaluation Report A13360.02.09.R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 13 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY j ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization 119503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE-59166 r 2/15/2017 Florida Building Code Online ice ,,,, - -" _ 1 If r L '1 ."" BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats S Facts Publications FBC Staff 8CIS Site Map Links Search b a S r ifff"' Product Approval I USER: Public User err.... Pmdurt Approval Mennj > Prod'.a or Aophration Search > Aaoliracion LPSt > Application Detail FL # 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 i 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 I Evaluatlon Report- Hardcopy Received I 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 Validation Checklist - Hardcopy Received I Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ' ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 i Equivalence of Product Standards Certified By https:/twww.foridabLiicing.org/pr/pr app olaspx?param=wGEVXOwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3da/o3d 1/2 2/15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # ; Model, Number or Name Description 10124.1 i GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles i Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 1[ 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes 'Shingles FL10124-R19,odf 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 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.odf Created by Independent Third Party: Yes Sack IVr,A• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 550.487.1395. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 4SS, 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 d0 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 here . Product Approva l Accepts: W =_ Credit Card Safe httpsJ/www.tloridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgtaacBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3dp/o3d 22 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 EET, UNIT #13 J TRINITY ERD 353 CHRI OXFORD, T 06478 PIIDNE: FAX: (203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R37 1 Campus Drive FL10124-R1S Parsippany, NJ 07054 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(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 5. Prepared by: Robert I.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 Nt3t tttrr;,r,,, r F" -q .•''. the lusim0a uaf appeadqwn authorhed by iabeR Niemfnen, b F.6 o s 03/31/301S. Thb don not urve a an vectronkalty d{ned tr,r• document. 511ned, sealed hardwpin have been trammlud to the product approval Administrator and to t be named 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. J TRINITYi ERD ROOFING SYSTEMS EVALUATION: 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 Building 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 Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, A905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 2507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3, REFERENCES: Entity GAF (POM 1915) PRI(TST 5878) PRI(TST 5878) PRI (TST 5878) UL (TST 1740) UL MT 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 17401 U L (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 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 2740) 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) U L (TST 1740) Exterior Research and Design, U.C. Certificate al Authorization #9S03 Examination Letter of Equlva!ency ASTM D3462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161 ASTM D3462 ASTM 03161, TAS 107 ASTM 03161, TAS 107 ASTM D3161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM 03161 AST,V103462 ASTM 03161 ASTM D3462 ASTM D316] ASTM D3161, D3462 ASTM D3161, D3462 ASTM 03161, D3462 ASTM 03462 ASTM D3161, D3462 ASTM D3161 ASTM 03161 ASTM D3161 ASTM 03161, 03t62 ASTM D3161, D71S8, 03e62 ASTM C3161, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM D3161. D7158, 03462 ASTM 03161, D7158, D3462 ASTM 03161, D7158, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, 07158, D3462 ASTM D3161, D71S8, D3462 Reference Seal -A -Ridge impact Resistant IR GAF-059-02-01 GAF-080.02-01 GAF-407.02-01 93NK6295 99NK43835 94NK9632 01NK06632 OINK9226 OINK37122 OINK37122 02NK12990 02NK30871 03CAS367 03NK26444 04NK.3850 04NK13850 04NX30546 04NK22009 04NK22OC9 OSNK27924 OSNK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 OBCAC6100 07CA55908 09CA10592 09CA06856 09NK06647 09CA27281 IOCA35554 10CA13686 JOCA07264 JOCA11953 1ONK11951 IONK12070 OBCA06100 Datq 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C] 05/21/20C] 12/18/20C1 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 C6/07/2004 C6/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/f8/2006 12/01/2006 12/27/2006 03/13/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2003 04/01/2008 03/26/2009 05/15/2CO9 08/01/2C09 08/27/2009 03/05/2010 05/15/2010 05/27/2010 10/29/2010 10/30/2010 11/04/2010 01/30/2010 Evaluation Report 01506.01.08-R17 FL10124-R15 Revision 17:03/31/201S Page 2 of S TRINITY;ERD Entity Examination Reference i Date UL[TST 1740) ASTM D3161,D7158,D3462 1CCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM 03161, D7158, U3462 11CA48408 12/08/2011 UL (TST 1740) ASTM 03161, D7158, D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 12CA581SI 02/15/2013 UL, LLC.(TST 9628) ASTM D3161 12CA38093 02/26/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Myers:own, PA 02/C6/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, R21, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/16/2015 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 02/11/2015 UL, I.I.C. (QUA 96251 Quality Control Inspection Report, R21, Tampa, FL 03/05/20LS UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 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, Monaco*, Sienna', Timberline American Harvest°, Timberline" ArmorShield'" II, Timberline* Natural Shadow", Timberline HD", Timberline* Cool Series, Timberline Ultra H011 and Woodland" are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline° Is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 HID & 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 WeatherBlocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V.A =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.42 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph Vvt - 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 of Authorization #9503 FL10124-R1S Revision 17:03/31/2015 Page 3 of 5 TRINI r r I 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. 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: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. 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 R905.2.5. 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 -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-Inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite Pl. S30 Roof & Flashing Sealant". Its' Sealant t• (292oun) 1' Sallante 25 mm) (25 mm} Enduit d6tartcheitti Na.l Ctevo 6 5'0' • 7 5/8' Clauor IBai • 194 mm) 12' J05 mm) mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08•R17 Certificate o/Authorization #9503 FL10124-RIS Revision 17: 03/31/2015 Page 4 of 5 1 TRINITY f ERD 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. 11 a` SVAIpRt t• 12°2r-n,-"'.._._.. , or.IInIYto mm} ti?S r^^ Erduitd'otercheto N5R 17, alma (3L5 elxn) C;QLI er 9' 27.0 rnrn} t2- f'b75 Innil 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. B. 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 QA entity for information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 20. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 02506.01.03-R17 Certificate of Authorization 09503 FL10124-R35 Revision 17: 03/31/2015 Page 5 of 5 f 14( 20211517 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge stars d Facts Publications FBC Staff BCIS Site Map Links Search Florida r 'd: Product Approval I 4? USER: Public User Product Approval '-Ienu > Pinds:rt or Apolicatinn Search > Applira:ion' Est > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@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 FL15216 R2 COI 2015 01 COI Nieminen.pdf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https://www.floridabLilding.orgtprlpr app dtl.aspx?param=wGEVXOwtDgv3yVVK,1Z10RAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 112 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of 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 # i Model, Number or Name Description 15216.1 RhinoRoof Underlayments j Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. i Installation Instructions 1 FL1S216 R2 II 201S 04 FINAL ER INTERWRAP RHINOROOF F115216- j R2.Ddf Verified By: Robert Nieminen PE-59166 I Created by Independent Third Party: Yes j Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FLt5216-; j 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 :: Refund Statement Under Flonda 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 mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees Incensed under Chapter 455, 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 https:!lwww.floridabLilding.orgtprlpr_app dll.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhyl2u8kQGQyijaHhVeiOpVSvxwSdCoQ%3dg/o3d 212 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT 013 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203)262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance:02/17/2012 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 51h 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. Trinityl 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 "TrinitylERD 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 DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, J,i = f ^ ,ns',,. P.E. on 0a/27/2015. This does not serve as an electronically signed document. Signed, sealed harcimpass have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl 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. 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: 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, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COO-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COO-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. 5. 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal 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, LLC. Evaluation Report 140S30.02.12-R2 Certificate o%Authorization #9503 FL1S216-R2 Revision 2:04/27/201S 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 < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 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. 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 CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 2/15/2017 Florida Building Code Online y4. ,•z+ t .: '' ; I.T' .lam' ' .' ' aCIS Home Log In User Registration Hot Topics submit Surcharge Stats b Facts Publications FEIC Staff BCIS Site Map Links Search ba Product Approval S \I USER: Public User I Product Aobrov71 Menu > Pmdi:rr gr Aoblir, trnn Sparrh > !•oollratign L,it > Application Detail t i • I I FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature lames Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net i 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 t Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received I Certificate of Independence FL16568 R1 COI CertOflndeD odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code i 1709.2 I i https://www.floridabLiiding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2wa/a2bnFgUFtl4vGKu5UrT5vMEPb8idbgiEGgGRM%2fuw`/o3d%3d 1/2 I 2/1512017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL # I Model, Number or Name , Description 16568.1 i '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 HVH2: No FL16568 R1 11 01 MMI-2 OffRidoeVent•ASThIE330- Approved for use outside HVH2: Yes Steel EVALREPORT.odf i Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 1 #31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation I Evaluation Reports instructions as a supplemental guide. FL16568 Ri AE 01 MMI-2 OffRidoeVent-ASTME330- Steel EVALREPORT.odf Created by Independent Third Party: Yes i 16568.2 j 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', 10' Nominal Lengths Limits of Use ' Approved for use in HVH2: No j Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A I Other: Refer to evaluation report for conditions and I limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. i Installation Instructions FL16568 R1 11 02 hIMI-2B OffRidoeVent-TAS 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 931242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MhII-2B OffRidgeVent-TAS 100 EVALREPORT.odf I Created by Independent Third Party: Yes Sac-t bE Contact Us :: 2601 Blair Stone Road, Tallahassee Ft 32399 Phone: 850-4874824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Flontla.:: 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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not %vish 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: Crtt: Credit Card Safe https://www.0oridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG9GRM%2fwv%3dg/o3d 212 CBUCK Engineering Specialty Structural Engtneering CBUCK, Inc. Certificate of Authorization a8064 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 r—t—t— Evaluation Report Pages 1— 7 Maur. lMau.rW t..l f« [Inures wM..l,l L. SUC 1111111,1j' cevse • JFP No 31242 c = LU_ STATE OF A 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 #: FL 16568.1 R1 Date: 2 / 26 / 15 ng Page Report No.: 25of MM2-StORV•ER_14CBUCKEngineeri SpE+cldltt.j Structural Englnek=rinq CBUCK, Inc. Certificate of Authorization a8064 Manufacturer: Millennium Metals, Inc. Product Name: MMI-2" Off Ridge Vent Product Category: Roofing 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: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL q: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2•StORV-ER_14 Page 3 of 7 SpxlaltLy Structural Englne"Inq CBUCK, Inc. Certificate of Authorization a8064 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". Option for application 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 Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 4 of 7 SpE'GdlttJ Structural EngInEaerinq CBUCK, Inc. Certificate of Authorization a8064 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 B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 55of MM2 StoRV-ER_14 SpENC1c5ft LJ Structural Englneerinq CBUCK, Inc. Certificote of Authorization a8064 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) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Pagers NO.: 65of MM2 StORV-ER_14 i SpeGdity Structural EnglnEaerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 12 T- 4 1/2 in. V-1 /8" I 18-1 /4" I 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 0 Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Reportage NO.: 75of MM2-StORV-ER_14 SpEK--ldtN Structural Englnezering CBUCK, Inc. Certificate of Authorization a8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. e ` abbe 6 R. e 9` rs se 8 Ft. 10 FL 24' 4 7i2• Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 23, 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 9128/2007. CERTIFIED TO: DAVID WEEKLEY HOMES Site Benchmark Information- s #1 Fnd. Nall 8 Disk "LB 2108". Elevation: 45.15' s #2 Fnd. Nall & Disk "LB 2108'. Elevation: 47.35' e w. ora,.fO N Or.' Oa "rota., ro t• t' 838 GIPPER CIRCLE SANFORD, FLORIDA 32773 Graphic Scale i t 2 Scale: 1"=2(Y AZ 0BenchmarkInformation- Orange County Datum Elevation: 83.36' Found Square Cut In Drop Inlet In front of Lovell y\ b Elementary School. Elevations are based upon NAVD 88 Datum) P d OdLot22E'" \ , a Lot 23 Ql` tl s #2 4i` ` \ 0\ 5I :. \ \ P.C. located on Lot 22 0 ,g kd r `. A...::.::: F ..... .. 611 o o G). 5 O c dC #1b" ', al:k (D m zT a off¢ Lot 24 L1 0S 77'10'44" W 28.10'(P)(M) N.R. L2 P 7j S 34'31'12" E 40.00'(P)(M) Frtl Y.'Reber7 wwwf..Na•d) C17 C16 R=80.00'(P) R=80.00'(P) dPofNh1OW•0• SOW • emu" a L=30.71'(P) L=4.25'(P) TNR- NwWt.&W A=21"59'35"(P) A=03"02'36"(P) Chord Bearing= Chord Bearing= N 20"29'06" W 30.52'(P)(M) N 33-00-11" W 4.25'(P)(M) RevlWon:Added Foundation Survey -4111/17 Rep Date:4711/M17 DateCom*UKt4/12M17 aLmpw dr hlaudlw+ Dwn •x7Wm%Wpla byOltorRw0-- ry9lwvr• T,ur,E Fun•do3r ertarlgvl-qp-w N•+r•W •u•'•rd aNa eRw.aro.. ei...larr"M..d.dl.ewu.l..www. a3uErwlrwry Fww,wn" wWw tivktlw. alma mr"-rt- ,m- Frs m-1 - -W.—W .,3al.arr YNaW rid ca _ r"r erndwda a P-0-b Sand eur"•m Dnlwna Y: R.S. FibWmber,IS-34731 FO 3.WS gTl. ba* " rw"YAfnH—ft vtyu—e.rudrN.ti'. air MOfOTM,Wr.,uRpvryllnK o.awaw.p. h '+_4• ZV&U7 F d. d 1 MmNiwdwC"d-rNE1. LEQQIId• C- CC. M_- J- rJ PC _POhIaWVi3• CaRtaiu Py. -Pp PoM dltd••ne.COawafta Nufmr3 OA, P"Ma r"N 7FIP PPOwwM alwwQmnWPNNO!•rtwM-LR Od alrl OwrNu4lii•"r• r,dNWW md/n f+ut•nlw NelMm 4[N•YIUFSS CN O•-u4bn Fq• DEPM' =R/wwlFa 1f••r Tuif..dlw O,YaNId Mr llw wiP.••w•.M NUSTM wIMN IS nN Patrick K. a 1\ .. P 8637 LB 78z 1Tif of SO CelQled Pfatls Dr Nlp•Fawnw• -Pr cwlf, .Ea3wlra NaNmwa F. EN,A-F• drq cmwowry Pr _PoMdTwvwv 0TMsurq'N'R'P"""""°""" N'd'd•N"°"" r^""'rnu ,"'m ' w"rurr.swl wL!• dwmaw ureryrdr s+.•f. H• ftHw *AW Nw0•rtrld Agway R R. FFE -FHOW Fl=0—* n Rad -Ra63 1h! 1Y t. fIQ En1110S7.41 1 beta t & Associates Surm ing, Inc. t a : LRQdW JpNT3OFINT[aF1T• NONE VISIBLE N . Naaauad 6 ea W PAW a N&D _ N•1 a Okk if e: Cap •Le 707S 1301 S. IntematlonA Parkway Sute 2001 NA -Nor q.= Tya : 7mty Orl lw eR•mdlBoa Lake Mary, Fbdda 32746 P'm gwWN-w.. Nar wwwJrelandaurveftoorn PA:M., :_'d tf`'.:.°`t OfOce407.678.3366 FaxA07.320.13165 - y Jo c\ v L FIELD REPORT PROJECT NAME: r = CLIENT: PROJECT NO.: DATE: 'Oe1111 7 . CONTRACTOR: i Oi' FS WEATHER: C A 4 irY'c07 Cl - eez, i /' 9 5 - % z , 0r.Gc ,O a- 3 Ai ePL- ,I -;ra--.e.2_ P`s RTEG'S REPRESENTATIVE: THE RAAD — TANNOUS ENGINEERING GROUP, INC. 210 N. Goldenrod Road, • Suite 1310 • Orlando, Florida 32807 Phone: (407) 382-2415 Fax: (407) 382-9625 w ECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION D APR 1 1 2017 PERMIT APPLICATION BY• -.' 6 Application No: Documented Construction Value: Job Address: v Cr 0'' 6.14 /e— Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition / Alteration Repair Demo Change of Use Move Description of Work: G'tJt7W11`' l , hs p F5%il A671J7IPS Plan Review Contact Person: Title: Phone: Fax: Email• K411 % 11.-D a O • C O- to Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name i_. Pi SjfG Phone: L%%- c%3J Z%71 Street: 42 z-z S1 Fax: City, State Zip: 7 V State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ib Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1'. a , Signature of Owner/Agent Date Sign re of Con for/Agent ` Date Print Own.,/Agent's Name Signature of Notary- -of Florida Date Print Contractor/Agent's Nam aturcof Notary -State of Florida ate CH W COWDERY MY COMMISSION # FF985918 E' EXPIRESApril 25. 2020 Owner/ Agent is Personally Known to N4 EEL3i"153 F1cridaQaAtw.tor/Agei t is Personally 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 Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Kcvised: June 30, 2015 Permit Application J. REQUEST FOR TUG & PREPOWER AGREEMENT[' ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,. Seminole County, Winter Springs 4 IN Project Name: Fe[1i&U1 S PQ;0W Project Address: a 3`S U; pPer Gird-e- Building Permit #: 7_5z z Electrical Pen -nit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . 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 jurisd iction 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 j urisdicti on 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 l00% 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 bold the keys(s) for such access to electrical panels to prevent enero zing 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. Uprovided, the fire sprinkler 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 for fees associated with tugs. ecu'd buf, e Print Name of O ner/Tenant plvo_//Z; Itgnah o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print N me of Ge zContractor Signat o of en. ontractor CC-1t15519F)9 I Gen. Contractor License Print Name of . Contractor 01-4841.6 S' ature of El. Contractor CdOcla q El.. Contractor License # CALLED INTO: c Progress Energy Florida Power and Light on _/ / Rev. 02/10/15) MAY 18 2011 Y• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ri-slq Documented Construction Value: $ U 0 5'1 Job Address: Parcel ID: Historic District: Yes Nog Residentiato Commercial U l Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Rev'ie,,w Contact Person: j,p,,-1 1 (,l/S Title: r_ Phone: `OI4ESIC5-30W Fax:O33-385.3 Email: YLU C I Y, (T y Property Owner Information Name Phone: V 1 1715- Street: Resident of property? City, State Zip: 1 Contractor Information / Namele,-- c 1- t _ Phone: `-t O - g 5 - 3 OCRL/ Street: tsco N )a" Fax: g0-7- A-2, - 53 City, State Zip: 5a \'tr. d f7k- Za%% State License No.: CttC,(J3acO Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature.of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Name Signature of Notary -State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Contractor/Agent is _Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application d i STATEWIDE DEL -AIR State Cert CAC032448 1-888-831-2665 HEATING • AIR CONDITIONING David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job I 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 TOTAL CONTRACT PRICE GOODMA LIGHT COMBOS PRICE JCAORIER 7497 2.5 14.00 8.2 4/0 6,449.00 6,459.00 7498 2.5 14.00 8.2 4/0 6,250.00 6,260.00 7499 2.5 14.00 8.2 4/0 6,189.00 6,199.00 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE ODMAN LIGHT COMBOS PRICE CARRIER 7510 3.0 14.00 8.2 4/0 6,850.00 6, 2. 0 7511 3.5 14.00 8.2 4/0 7,044.00 6,9 00 7512 3.0 14.00 8.2 4/0 6,978.00 960.0 7513 3.0 14.00 8.2 4/0 6,758.00 6,740.00\ NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials 31 (:ODI SCO N A\' S:mfiwd, PI. }"71 4071 } %3_000I. J. 1 888-831 665 6 DEL -AIR State Cert CAC032448 HEATING • AIR CONDITIONING ob 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 2nd 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 void, if after accepted, the party to which this proposal is made fails 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 & 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 SIGNATURE AUTHORIZED SIGNER (PRINT NAME) SIGNATURE 10 u S1' it CIN I.I WM C%0132'448 4.41 I ODISCO NN A N udurd. I I. }2771 i407 i 333-00111 DATE FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 37, 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. CERTIFIED TO: DAVID WEEKLEY HOMES 3 TAMPICO WAY SANFORD, FLORIDA 32773 Benchmark Information - Orange County Datum Elevation: 83.36' \ Found Square Cut in Drop Inlet in front of Lovell *SO K' Beer Elementary School. (Urftft e7O M S* NOW) Elevations are based upon NAVD 88 Datum) Tract "B" Open Space/Recreation Common Area) s.t x 0A \ p, J Lot 36 ab33 o0 O :.: .: t.:... G \ yJ1% i 03 •.:..::. ::::::: Lot 37 .:. ... \ F P.C. located on Tract"13 y`CpoG ` 40 #2 a ,'1\ 6'L 5• 3Sl1\ A .............. t 10yes.. `gam. 5 #1 cy Q L=16.17'(P) Chord Bearing= S 11 °47'33" W 14.46'(P)(M) Site Benchmark Information- 1 N Fnd. Nail & Disk "LB 2108". Elevation: 45.30' a #2 Wy E Fnd. Nail & Disk "LB 2108". Elevation: 45.81' S Revision: Added Foundation Survey - 4121 /17 7 Drawn By: R.S. I Fib Nlmber.IS-34190 FO Legend. c - CaWmdcanu" Ca.awa Bore PC .PPMdome.. Po. ' q •r°M drirr.C6n c4 - Cmaar Ma.a...F P Opp t'PM d l.dml0 Care.-C...a.l. F Po on Iloa DE - t7rd. w E' PRM - amaruM Rd..c. F.Er4ti-FaEry Em.Orr•Y PT _roitnd ary.ry Nanapa..rd lipncy FFE- Fjlar.° Floc Elwnbn p Ra Rat -Ra Fnd. -F—I L -'wgN (Arw R&C -Raba. At CV M4 . R.. W NO s iaei;.I uuC1•aRp. eRa VrlyE-1ORE .OT otl R—ft cool P _ Prn UEWM : W.ta Mal. PA . FIM 5. C . Da4 IGd.d NyY) n.d roam i.W a.. W. S.PP14dh0I"n. qu..hr. ar.. Ir... a.ra wn ur u.. o.r.a .ane s. nr.. (,Nra"...r 1. N.parq Iaio aryl. ROr a..nn.W. Iu.l4.na..a.d Il.able .d/. ra.... Nr ReT...i Yt..M uraFi7 PF..Mir.Uty L. -C..a.d- Y...rTM.kn l*Nagar. Ww M"...na.4.M... w.kw. Wdk&dMO U.. — IIIw.na wltlr.. 1.141ft. r ia".T....Na..".rn"" C—dr V.M ladn.. I -Al.. Mrn. 0--d C.d.M. F°r.TF a arrREST. NONE VISIBLE. L1 S 34°31'30" E 27.95'(P)(M) L2 N 34'31'30" W 35.66'(P)(M) L3 S 58"06'35" W 22.5T (P)(M) G hlc Scale 1 2 4 Scale: 1'=20' 1301 S. International Parkway Suite 2001 Lake Mary. Florida 32746 wwwlydendsurveyhXp= 407.678.3366 Fax-407.320.8165 FINAL SURVEY LEGAL DESCRIPTION: LOT 23, 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- 1 Find. Nail & Disk "LB 2108". Elevation: 45.15' 2 Fnd. Nail & Disk "LB 2108". Elevation: 47.35' 2838 GIPPER CIRCLE SANFORD, FLORIDA 32773 Graphic Scale 10' 26 4 0' Scale: 1 "=20' T31P 44 1 1 5 ) 6° - Cleanout0 41 1i - Water Meter lithe 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) M. P.C. located on Lot 22 Revision: Added Final Survey - 9/5/17 Revision: Added Foundation Survey - 4/11/17 Magnolia e (14-) Lot 22 0. LA Find. %" Rebar Cap'LB 7623" Unless Otherwise Noted) 0J OQ 6 0 O X 0 dr, d P od Od dam. Qom J mJ O 4 Lot 23 O' Oak J 6 l7 1 J 15, 9,\ O O s 0, S s 37 Lot 24 L1 S 77010'44" W 28.10'(P)(M) N.R. L2 S 34*31'12" E 40.00'(P)(M) C17 C16 R=80.00'(P) R=80.00'(P) L=30.71'(P) L=4.25'(P) 0=21 °59'35"(P) 0=03°02'36"(P) Chord Bearing= Chord Bearing= N 20029'06" W 30.52'(P)(M) N 33-0011" W 4.25'(P)(M) DocuSigned by: PAtyi(k k lvt UAAJ BlCED63FCAE64EB.. Field Date: to/3/2on Date Completed: 10/4/207 7 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'88-. I hereby Certify that this Boundary Survey of the above Describa Propeny 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 inin the State of Forda in acwrtlance with Chapter 5J-17,052 FloridalondaiCodes.acciaranapt5J-1702752tutes. Drawn By: R.S. File Number:IS-34731 FI Legend- C CalculatedCantedine PC - Point of Cuvalve Pg. -Page Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Administrativeto Concrete Block Concete Monument PI - Point Of Intersection POB. Point 8 RoofOverhangs, Underground Utilities and/or Footers have NOT been located UNLESSCME]Mz_FlRM Conc. Concrete of innin 9 P.O.L. -Point on Line otherwise noted. FOR D DBSCfI lionp PP - PowerPde Septic Tanks and/or Drainfietd locations are approximate and MUST be verifietl by THEFIRMDEDrainageEasementPRM -Permanent Reference appropriate Utility Location Companies. PatrickK.Irelan-.,.F,oP '6637 LB 7623Esmt -Easement Monument UseofThisSurveyforPurposesotherthanIntended.WithoutWrittenVerihCation,Willbe F.E. M.A, -Federal Emergency PT -Point of Tangencyg at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be A { ThisSurVeylSlntendess "bYtlQr use of Said Certified Parties. Mena emenlA eng9 cY R -Radius Construed to ANYRi htsorBenefitstoAn one Other than those Certified. give B r This Su rve NOT VALID UNL d and Embossed with Surveyor's Seal. FFEFnd. Finished Floor Elevation FoundIronPipe Red. - Radial R&C - Rebar&Cap Rec. - Recovered POINTS OF INTEREST- DRIVEWAY CROSSES 5' UTILITY EASEMENT. r' { n' Associatesj'ela,l Inc.P Surveying, SlAllLLength (Arc) Rfd. - Roofed L( (Ar 11SSOV 6W4eS VGfI D9f 1 I4l/ MN&D Measured Nail & Disk Set - Set 'W" Rebar & Reber Cap "LB 7623' 1301 S. International Parkway Suite 2001 N.R. Non -Radial Typ. - Typical Lake Mary, Florida 32746ORBOfficialRecordsBookUE - Utility Easement P Plat WM - Water Meter www.irelandsurveying.com P.B. Plat Book Fence-0— Wood F— Delta (Central Angle) Chain Link Fence Office-407.678.3366 Fax-407.320.8165