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HomeMy WebLinkAbout2976 Gipper Cir 17-3533; NEW SFHCOUNTY OF SEMINOLE I 3 5.3 3 IMPACT FEE STATEMENT ] 3 oz, O 2- STATEMENT NUMBER: 17100008 DATE: November 15, 2017 ^ ABUILDINGAPPLICATION #: 17-10000856 -d sBUILDINGPERMITNUMBER: 17-10000856 UNIT ADDRESS: GIPPER CIR 2976 22-20-30-520-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2976 GIPPER CIRCLE /REAGAN POINTE LOT 1 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADCOLLECTORSN/A Housing 00 1.000 dwl unit 00 FIREnRESCUEmilyRLIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO - WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759100 STATEMENT / RECEIVED BY: t:t SIGNATURE: PLEASE NT NAME) 16 DATE: NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNS AND ENSURE TIMELY PAYMENT MAY R SULT IN YOUR LIABILITY FOR T E FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED Fj IS ITYEUNDERTHESEMOLEOUNTYOAD, IRE/RESCUELBRARAND/OREDUCATIL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407- 665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC17188 aECO"INO IN/OaMATION AaOVa THIS UNr NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0010 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 1, Reagan Pointe, according to the map or plat thereof as recorded in Plat Book 91. Pages 45 through S2. Inclusive, of the Public Records of Seminole County, Florida. Property Address: 2976 Gipper Circle, Sanford, Florida 32773 2. General Description ofImprovement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Expiration Road Houston, Texas 77OSS (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): e onvactor's: (a) Name and address: Weekley Homes, LLC, a Delaware I®lted liability company 225 S. tmoate Drive Salte 3300, Altamonte S tin Florida 32714 (b) Phone Number: (407) 865-9992 urety (if applicable, a copy of the payment bond it attached): (a) Name and Address: N/A (b) Phone Number: N/A mount of Bond: N/A ender: (a) Name and Address: N/A Phone Number NIA ersons within the State of Florida designated by Owner upon whom notices or other documents tray be served as ided Section 713.13(t a)7, Florida Statutes : a) Name and Address: N/A (b) Phone Number N/A addition to Ownner. Ownter designates the following person(s) to receive a copy of the Lienor's Notice as provided in on 713.13(1)(b). Florida Statutes: a Name and Address: N/A Phone Number NIA date of Notice of Commencement (the expiration date may not be before the completion of construction and rial payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525. Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a laware limited liability company By: John Kingman Keating, oozed Agent STATE OF FLORIDA COUNTY OF ORANGE 1 HEREBY CERTIFY, as an officer duly authorized to take eclmowledgments and oaths in the State and County aforesaid, that at the execution of this instnmtent on the date set forth below, John Kingman Keating personally appeared before me as Auhhoried Agent of Weeldey Homes. LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execudon of this inswment. I Y THER CEItTIFY, that John Kingrrlan Keating, is/are the same person(s) either executing or acknowledging e n of [ oing instruman because _ 1 personally know huNher/them OR _ I have satisfactory evidence Olt same hued a _ driver's license or Other identification: WITNESS m 1 seal in the State and unty aforesaid this loth day of November, 2017. duel*! 8A" O GNblicSisoreConasstatl0(i17IZJ709fLKaIOfArTNAaI[ • tlaL rMMD71AtUY rnOV) • R"J T?o, ndrp a.rr ten 6.40 owns..= GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S k 2017116003 BK 9025 Pg 0091; (1pg) E-RECORDED 11/16/2017 03.22:01 PM 10.00 E C E IVE DEC 0 5 2017 CITY OF SANFORD4BUILDING & FIRE PREVENTION F D PERMIT APPLICATION Application No: 9 3533 Documented Construction Value: $ 302ou.! O° I Job Address: ( ) 1 6 Historic District: Yes No Mr Parcel ID: ezz -'Z o - 3C) (- C) v Volesidential IV Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move i Description of Work: L-4f J sIl -it r= '}"ue o i, , f I Plan Review Contact Person: 'TaPC ( Title: 22DgCECrj=ttJnTW Phone: (S01. 8kt5• 1820'9 Fax: Emailr-r[&)lC-g- IC' A-1A1l.kot4 Property Owner Information Name l .LCI %C i[P c l Phone: 1t3 110-331a6' Street: -111 _ ". t bST- L-MIL=.Q-A , Resident of property? City, State zip: 1.1L 'id", _ "7'K_S Contractor Information Name '01 f::,) 7 C— Phone: /407 - -8l c6- `ZC7to Street: Z2s 'N - jhjt NJM t7)1AU -_ f>t 7flW Fax: City, State Zip: tRQDaHL-k= 5O' M_ FL 32-hQ State License No.: C ftC 15714R 3A 1 Architect/Engineer Information Name: W*>m%A ifgct %ujPhone: QM-U Rl, IQ 1—I Street: 4 a t2F t ll G)^ tc'1J0 itTF t'"( Fax: LA01 - (o 1-lQ2s City, St, Zip: L.JjQAAta t1_ 3`L 1p E-mail: G5H Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COiNIMENCEMENT 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 Shot[ be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code C Revised: June 30.201 S rnnit Applicationv No b/wl)fits To 4-r PAP C GU4_0 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 counjr. and dtcm may be additional permits required from other governmental entities such as weer managemon: districts, state agencies, or federal agencies. Acceptance of permit is verification that I will tctify the owner of the property of the requiremen-s of Florida Liar Law, FS 713. The City of Sanford requires payment of a plan review fee at the time,of permit submittal. A copy of the exdcated 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 WiIl be done In compliance with all applicable laws regulating construction and zoning. Sigi turo of 0%JfitVAScdt Cate RACHEL BLACKWELL Notary Public - State of Florida My Comm. Expires Jan 12. 2016 is Comrt W&fifff tto a or 4' 0'J7 /')-1 I Si& WreofC c Aged Date PdtT T, 1 / { 1 Si a otNoatyFStau o[Floida Dote i R °e % RACHEL BLACKWELL Notary Public - State of Florida Comm. x r s n 2018 P dtiC e` °-n% leh0,d hie or BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical [ ' Mechanical[} Plumbing[ji Gas Roof Construction Type: 40 Occupancy Use: MS Flood Zone: K^5EIE' ATt' ACHci9 Total Sq Ft of Bldg: 2 $'t-1 ! Min. Occupancy Load: % S # of Stories: Z New Construction: Electric - # of Amps t Co Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No Rr # of Heads Fire Alarm Permit: Yes No El APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: t*^: C- l Z' <<` ll Fl1tE: BUILDING: Sfr COMi1 N Is. Ok to construct single family home with setbacks and impervious area shown on plan. Revised: 1uee30, 201f Permit Appfiestlon ECEIVE DEC 0 5 2017 CITY OF SANFORD BY '4 - BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 0 l 1 C k 1F Historic District: Yes No Wr Parcel ID: 2'Zo 30 5-L)- 0 0 1 (btesidential [,V Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: 1(c1 0 5;1 "-A r— 'I=14 AU l 1 R.1fJ h C F Plan Review Contact Person: 'TQvOC 1 Title: v Phone: W1.8 t -IE 1 Fax: QCf (AIL h-i Property Owner Information Name N C,(tt 4ffi "4 Phone: t3 ^ill0"'33105 Street: 111 I- ". i65T t3aif Q n Resident of property? City, State Zip: loopnam ,.It, i1C C Contractor Information Name 120QrZ i 1717FF1C Phone: /407- Street: Z2 S • W 56TV4 *yM CHIVE 5A ATL 0W Fax: City, State Zip: nLT%4JLi-Wt t , Fl. 32-)1#,.1 State License No.: C11C 15714 3q 1 Architect/Engineer Information Name: W)tM2 Cl'7P %,LT It-1L-m Phone: uO-1-UARA• IQ 1-7 Street: L 2JIJO c11CCF 11:'1 City, St, Zip: (_Qt MAQ A. 7-j- 3"Qq LP Bonding Company: Address: Fax: UV-1 - (n%\ -19W E-mail: &5H 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 regulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 it Application 10 Fees _1 a 4T '2oP DFP etm NOTICE: to addition to the requirements of thus permit, their may be additional restrictions applicable to this property that may be found in the public records of this coumy, and there may be additional permits required from other governmental entitica such as water rnanagerron: districts, state agencies, or federal agencies. Acceptance of permit is verification that I will tetify the owner of the property of the tequiremen-s of Flarida Lien Law, FS 713. The City of Sanford requires payment of a plan review fie 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 actuai construction value wili 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. SiSifAturcor t Dete RACHEL BLACKWELL Notary Public - State of Florida My Comm. Expires Jan 12.2018 is Comroulati ff Am to or 3 ..-744 f/t S4A&weo'C c Ag Date Pd t Can t dASCIA's , me Sigtm tro of Motityy-Stun of Florida Dee P ,•i RACHEL BLACKWELL z Notary Public - State of Florida C ' =nivy Comm. x¢ r s n 2018 hie or P du'Ne ot tfs bOtf. Z'' D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas [I Roof ' Construction Type: Occupancy Use: Flood Zone: i Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:"„ j New Construction: Electric - # of Amps Plumbing - # of Fixtures i Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: I t ENGINEERING: FIRE: BUILDING: ! COMMENTS: l i Reviscd: fare 30, 2015 Permit Application e IApplication for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & VotR ffi. 187-Landscaping in Right -of -Way Worsf°eav Department of Planning & Development Services 300 North Penh Avenue. Sanford, Florida 32771 Phone:407.688.6140 Fax:407.6W.5141 This permit aulhorzes work to be done on the subject property or In the City of SanW*s righhof-way Ir, accordance with the Cllye regulations and the attached construction plans approved as pan of this perml —ohs ponnit fs required for drhreway or ; sidewalk construction over 100 square feel of ccncmto or of her material on the subject pencil and / or any construciton of a delvewray. walkway or landscape Improvements within the city rghWf-way. It does not approve any work within any other Jurisdic'JoWe right-of-way. All requested Infonnetlon below as well as a current survey. sits plan or plat clearly Identifying the ttrwr.eati bslaw size and location of the ad sting right-of-way and use shall bs praAded or application could be delayed. cagata.wu W 1. Protect LocatorlAddrees: 2 2 Proposed AoNty: dwway Walkway Other. 3. Schedule of Worc , AA Start Date Complellon Cate t Emergency Repairs 4. Brief Description of Wore: -F C- This application Is submitt d by: Signature: v Print Name: pruek Address: = S. 1 Phone: Fax: emalt bduRl eDate: 1 fflrawww Maintenance ResponsibilidesAndemniflcation T. re Requester, and his sueeessus and assigns, siad be responsible ltor perpetual maintenance of the Improvernert installed under this AgraemaY_ This shall include mamlenanco of lho Improvement and utpavod portion of rightol-way adjacent Qreiota Requester may, with written Clry authorization, remove said Instatiadonfimprovenwnt tidy restoring Cie right-cf-way to Its previous eondlikuL In the event that any lutum construction or ntsdnays, utilities, stsmweter radUilaa, or any general ma!rtlenance activities bV the City becomes in eor0d wilt: the above permitted activity, the permlttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such tamities we in the public right-of-way. lithe Requester does rot eontinuouay maintain the Improvement and area bh accordance wl:h prevleusly statad criteria, or completely radon the right-of-way to Its previous condition, the City shall, after appropriate notice, restore ft area to Its ;rovious condition at the Requestoes expense and, tf necessary, file a Wn on the Requesow' s property to recover mals of restoration. To die tuilest extent pemllled by low, Requester agrees to datend, IndemnIy, and hold harmless the City. Its eoun0persons, agents, servants, oremploy- aes ( appointed, elected, or hired) front and against any and all liabilities• dalms, penalties, demands. sulfa, Judgments,, expanses, damages (ddlkooaatt,, badlrect or consequential), or injury of any nature whatsoever to person or property, and the ou and expenses Incident thereto (InCuQng costs of dobnso, sou:emen6 and reasonaCla eltomeya Itres up to and Including an appeal;, resulting In any fashion from or arloing directly or indirectly out of or connected YAM the use of the City'a rlght-of-way. I have d and and an the above statement and by signing this application I agree to its terms. Signature: ` f Data Pre - pour Inspection by: This permit shall be posted on the site during construction. Please call 407.688.8060 24 hours In advance to schedule a pre -pour inspection, Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Dote: Date: Date: Date: NSMmean 2016 RAW lies An ft em REQUEST FOR TUG & PRE POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Setninole Cotnity, Winter Springs Date: Project Name:' Project Address: all- Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice.. Furthermore, we understand and agree the: should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. R. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The iicepsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. G. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. TUG approval Is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated wlth tugs. 13 U& Dufa-e Print Name of O oeiITenalit Rw i-"Z ignat o Owner/Tenant Print N rue: of Ge . Contractor S ignatA of Gen.'Contractor CGC,}551Of3q 1 Gen. Contractor License # a1, 1 'Pf 0Pr— rieint Namof1. contractor nature of El. Contractor EL Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Encrgy o Florida Power and Light on Rev. 02/10/ 15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I1- 2-1- 12 I hereby name and appoint: an agent of: W 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 permit and application for work located at: 2q-7 Lo 1—ni Pion GI Address) Expiration Date for This Limited Power of Attorney: 1 . / 31 Z ZJ 2 0 License Holder Name: ICJ k44,c State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF `LLLuLCI. The foregoing instrume w s a kno led ed before me this 'a ( day of , 201' _, by Q who is Versonally known to me or o who has produced as identification and who did (did not) , ke a r,oattb- ---)/-) Notary Seal) of W", RACHEL BLACKWELL Notary Public -State of Florida s y : My Comm. Expires Jan 12. 2018 Commission FF 0 22350 Rev. 08.12) int or type name Notary Public - State of Commission No. My Commission Expires: David Weekley Homes 2976 Gipper Circle COST BREAKDOWN ITEM COST LOT COSTS 109,860 PANEL CHARGES 117 FEES, SURVRS, INSP & DISC 4,399 LOT PREP 9,141 FOUNDATION 8,374 FLATWORK 5,345 FRAME 11,297 WINDOWS 9,909 EXTERIOR DOORS 5,046 SHINGLES 9,027 MAJOR MECHANICAL 10.521 LOW VOLTAGE 3,608 INSULATION 4,509 SHEETROCK 7,909 CERAMIC TILE 8,755 FINISH TRIM 5,895 HARDWARE 965 CABINETS 8,042 K-TOPS 6,413 MARBLE 313 MASONRY 6,368 PAINT 6,854 GRADING 3,782 CLEANS 1,987 APPLIANCES 5,140 LIGHTING 2,014 MIRRORS/SHOWER DOORS 1,206 FLOORING 8,254 GARAGE DOORS 4,895 LANDSCAPE 8,164 OTHER HARD COSTS 8,158 TOTAL 173,475 Orlando Division 225 S. Viestmonte Drive, Suite 2000 Itarn Springs, Florida 32714tpax: 407/865-9954 David Weekley Homes o 7 RI s City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers 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: Twiggers@gmail.com Property Address: 2976 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0010 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M 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# 17-3533 Reviewed by: Michael Cash, CFM Date: December 11, 2017 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 1-7 - Tt 3 9 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 Addreee c ip ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLOMBING,pERMIT 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 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method g c Project Name: Lot 1 ReganPoint7512AGR Builder Name: David Weekley Homes Street: 2976 Gipper Circle Permit Office: C 1 r C SANFORDCity, State, Zip: Sanford , FL , 32773 Permit Numbe 1 7 J Owner:'%(J Hr.)„(vs Jurisdiction: 91600 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) ARTM 1. New construction or existing New (From Plans) 9. Wall Types(2896.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=19.0 1422.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1036.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 438.67 ft' 4. Number of Bedrooms 3 d. N/A R= ff: 5. Is this a worst case? No 10. Ceiling Types (1410.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1410.00 ff' 6. Conditioned Floor area above grade (ft') 2313 b. N/A R= ft' Conditioned Floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(321.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 462.6 a. U-Factor: Dbl, U=0.34 321.11 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 33.0 SEER:14.00 c. U-Factor: N/A fN SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 33.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.864 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (2313.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features EF: 0.940 b. Floor Over Other Space R=0.0 903.00 ft' None c. other (see details) R= 408.00 ft' 15. Credits Pstat Glass/Floor Area: 0.139 Total Proposed Modified Loads: 70.26 PASSTotalBaselineLoads: 72.25 1 hereby certify that the plans and specifications covered by Review of the plans and STq FthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis o gHE Code. calculation indicates compliance with the Florida Energy Code. n„•. "'? r: 'P O PREPARED BY: Jordan Hency Before construction is completed DATE: this building will be inspected for61 compliance with Section 553.908 I hereby certify that this build'gras ed, is in compliance Florida Statutes. with the Florida Energ Cod COO yyE OWNER/AGENT: BUILDING OFFICIAL: DATE: i ( (• I DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 11/10/2017 12:02 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lott ReganPoint7512AGR Bedrooms: 3 Address Type: Lot Information Building Type- User Conditioned Area: 2313 Lot # 1 Owner: Total Stories: 2 Block/SubDivision: Regan Point of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2976 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 V 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 2313 21048.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1002 9118.2 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1311 11930.1 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 ___ __ 408 ft2 19 0.1 0 0.9 2 Slab On -Grade Edge Insulatio 1 st Floor 111 ft 0 1002 ft' 0.3 0 0.7 3 Floor Over Other Space 2nd Floor ___ 903 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1577 ft' 354 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1410 ft' N N 11/10/2017 12:02 PM EnergyGauge® USA - v5.1 - 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 1410 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 7 13 6 9 4 126.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 7 18 6 9 4 172.7 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 7 49 0 9 4 457.3 ft' 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 280.0 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 47 0 9 4 438.7 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 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 N 1 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 3 N 1 Vinyl Low-E Double Yes 0.34 0.3 6.0 ft' 1 ft 4 in 1 ft 3 in None None 4 E 3 Vinyl Low-E Double Yes 0.34 0.3 16.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 3 ft 6 in Drapes/blinds Exterior 5 6 E 3 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 4 ft 1 in Drapes/blinds Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 6 ft 10 in 0 ft 10 in Drapes/blinds Exterior 5 8 S 5 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 9 S 6 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 12 ft 8 in None None 10 W 7 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 11 W 7 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 12 W 8 Vinyl Low-E Double Yes 0.34 0.3 85.3 ft2 1 ft 4 in 12 ft 8 in None None 13 W 8 Vinyl Low-E Double Yes 0.34 0.3 17.8 ft' 1 ft 4 in 12 ft 8 in None None 11/10/2017 12:02 PM EnergyGaugeO USA - v5.1 - 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 1 408 ft' 384 ft' 47 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000405 2455.6 134.81 253.53 .3638 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8 2 33.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 33 k8tu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name I Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply --- Location R-Value Area Return -- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 462.6 ft Attic 115.65 Default Leakage 2nd Floor (Default) (Default) 1 1 11/10/2017 12:02 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb j Mar X] Mar A r Apr j May j May X] Jun Jun jX Jul Jul jX Aug] iAug4 ] Se Sep j Oct j Oct Nov Nov H Dec Dec Ventin Jan Feb X] Mar X] A r Ma Jun Jul lAu lSe X] Oct X 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 11/ 10/2017 12:02 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 2976 Gipper Circle , Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC. SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1422.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1036.00 ft' 1 c. Frame - Wood, Adjacent R=13.0 438.67 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1410.00 ft' 2313 b. N/A R= ft' Area c. N/A R= ft' 321.11 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 462.6 ft' 12 Cooling systems kBtu/hr Efficiency ft' a. Central Unit 33.0 SEER:14.00 ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 33.8 HSPF:8.20 1.864 ft. 0.300 Insulation Area R=0.0 1002.00 ft' R=0.0 903.00 ft' R= 408.00 ft' 14. Hot water systems Cap: 40 gallonsa. Electric EF: 0.94 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building AitSHE ST Construction through the above ener caving features which will be installed (or exceeded) 0 in this home before final inspectio tNrwise, a new EPL Display Card will -be completed based on installed Code co mpli Builder Signature: Date: ((• 2 ( - tI1Z 'a Address of New Home: 2G('1 Le C-T ( eu2C k City/FL Zip: Gp&_Wp T-L C,coo WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/ 10/2017 12:02 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lott ReganPoint7512AGR Builder Name: David Weekley Homes Street: 2976 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 2313 sq.ft. Cond. Volume: 21048 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: SLA: ACH(50) ' For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing• 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Coder uirements in accordance with Secti R40 4. A. SIGNATURE: PRINTED DATE: ` ( _ 2 1 _ ( i Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: SO OggHE STATE D WE 11/10/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS 2976 Gipper Circle Permit Number: Sanford , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air Ieakagel/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)MI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions - The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/10/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/10/2017 12:03 PM • EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 13 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/10/2017 12:03 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 1Regan Point7512AGR Builder Name: David Weekley Homes Street: 2976 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall not be used as a sealing material. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors ( including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered Floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and Flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/ tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/ phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -Floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/ 10/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 j' DEL -AIR Manual S Compliance Report aw-=CONGUIVI Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax 407-3333853 Web: WWW.DEL-AIR.COM For: David Weekley Homes Job: Lot 11 Reagan Pointe 75... Date: 12/30/2016 By: FJF Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 25139 Btuh Entering coil DB: 76.1°F Outdoor design WB: 75.2°F Latent gain: 3487 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 28626 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: 25957 Btuh Latent capacity: 4801 Btuh Total capacity: 30758 Btuh Design Conditions Outdoor design DB: 40.9"F Indoor design DB: 70.0°F Model: CH14NB036000080+FI34CNP036L 103% of load 138% of load 107% of load SHR: 84% Heat loss: 24301 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NI30360000B0+Fl34CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 139% of load Supplemental heat required: 0 Btuh Meets are all requirements of ACCA Manual S. Entering coil DB: 69.4°F Capacity balance: 33 °F Economic balance: -99 °F 2017-Nov-10 13:56:10 mac_ wrightSOW Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 Lot IReganPoint7512AGR%LotIReganPoint7512AGR.rup Calc 2 MJ8 House faces: SE 1 t Component Constructions Job: Lot 11 Reagan Pointe 7S... a/DEL-AIR P Date: 12/30/2016 00M01"0N1 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 Fax 407-333-3853 Wet): WWW.DEL-AJR.COM For: David Weekley Homes Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29 °N 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 (%) Cooling Moisture 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 K Btuh/IN--'F M--•FBWh BtuhlW Btuh BtuhlW Stuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum board Intfnsh 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fish Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud n 388 0.068 19.0 1.98 768 1.49 579 e 215 0.068 19.0 1.98 425 1.49 321 s 421 0.068 19.0 1.98 833 1.49 628 w 234 0.068 19.0 1.98 464 1.49 350 all 1259 0.068 19.0 1.98 2491 1.49 1879 n 126 0.167 3.0 4.86 612 3.31 418 e 117 0.167 3.0 4.86 571 3.31 389 s 433 0.167 3.0 4.86 2105 3.31 1436 w 177 0.167 3.0 4.86 859 3.31 586 all 853 0.167 3.0 4.86 4146 3.31 2828 n 44 0.049 19.0 1.43 63 2.67 118 421 0.091 13.0 2.65 1114 1.47 618 Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 16 0.340 0 9.89 154 12.4 193 1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (5.2 ft window ht, w 16 0.340 0 9.89 154 34.9 545 1.25 ft sep.); 6.67 ft head ht all 31 0.340 0 9.89 309 23.7 738 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 31 0.340 0 9.89 309 10.6 331 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (5.2 ft window ht, 1.25 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, n 6 0.340 0 9.89 59 12.4 74 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (3 ft window ht, 1.25 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, a 16 0.340 0 9.89 158 29.7 476 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft s 20 0.340 0 9.89 198 10.6 212 overhang (4 ft window ht, 1.25 ft sep.); 6.67 ft head ht w 20 0.340 0 9.89 198 29.7 595 all 56 0.340 0 9.89 554 22.9 1282 2017-Nov-10 13:56:10 i + wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 LotIReganPoint7512AGR%LotIReganPoint7512AGR.rup Calc - MJ8 House taces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 8 0.340 0 9.89 79 29.7 238 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 3.5 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, a 31 0.340 0 9.89 307 29.7 922 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.17 It window ht, 4.08 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, a 31 0.340 0 9.89 309 11.9 372 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 6.83 ft overhang (5.2 ft window ht, 0.83 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, s 24 0.340 0 9.89 237 14.0 335 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 12.67 ft sep.); 6.67 ft head ht 10C-m: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low-e innr, w 85 0.340 0 9.89 844 24.5 2087 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (8 ft window ht, 12.67 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, w 18 0.340 0 9.89 177 24.5 437 1/8" thk: NFRC rated (SHGC=0.30): 1.33 ft overhang (6.7 ft window ht, 12.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 11.3 272 12.1 291 n 18 0.390 0 11.3 203 12.1 216 all 42 0.390 0 11.3 475 12.1 507 Ceilings 168-38ad. Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1415 0.026 38.0 0.76 1071 1.42 2007 gypsum board int fish Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 408 0.050 19.0 1.45 594 0.73 297 22A-tpl: Bg floor, light dry soil, on grade depth 111 0.989 0 28.8 3195 0 0 wri ht$oh• 2017-Nov-10 13:56:10 9 Right -Suite® Universal 2017 17.0.23 RSU24020 Page 2 LotIReganPoint7512AGRLLot1ReganPoin17512AGR.rup Celc = MJS House faces: SE 1' DEL -AIR Project Summary Job: Lot Reagan Pointe 75... i Y Date: 12/3012016 AM00111817MM01111 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-831-2885 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: David Weekley Homes Notes: LS by CA on 04.24.2017 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 Structure 21163 Btuh Ducts 3139 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24301 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftz 2311 231g Volume (W) 22128 22128 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 151 77 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO AHRI ref 9162429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF 8.2 HSPF 33800 Btuh a@ 47°F 28 OF 1100 cfm 0.045 cfm/Btuh 0.40 in H2O Sensible Cooling Equipment Load Sizing Structure 20845 Btuh Ducts 4294 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Ratelswing multiplier 1.00 Equipment- sensible load 25139 Btuh Latent Cooling Equipment Load Sizing Structure 2835 Btuh Ducts 653 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3487 Btuh Equipment Total Load (Sen+Lat) 28626 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000BO Coil FB4CNP036L AHRI ref 9162429 Efficiency 11.5 EER, 14 SEER Sensible cooling 24750 Btuh Latent cooling 8250 Btuh Total cooling 33000 Btuh Actual air flow 1100 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Nov-10 13 56:10 AWry htSOf" Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 Lot IReganPomt7512AGR%Lot1ReganPoint7512AGR.rup Calc = MJ8 House (aces: SE RDEL--AIR Right-M Worksheet 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Entire House Family 2 Exposed wall 269.0 ft 51.0 ft 3 Room height 9.1 ft 9.3 ft heat/cod 4 Room dimensions 1.0 x 3625 ft 5 Room area 2421.8 ft' 362.5 ft' Ty Contraction U-value Or HTM Area (111 Load Area (11:1 Load number 8tuh/ft;'F) atuhlftj or perimeter (ft) at uh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12E-Osw 0 068 n 1.98 1.49 441 388 768 579 0 0 0 0 2A-2ov 0.340 n 9.89 1239 16 0 154 193 0 0 0 0N2A-2ov 0.340 n 9.89 10.59 31 0 309 331 0 0 0 0 2B-2fv 0.340 n 9.89 1239 6 0 59 74 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 126 126 612 418 51 51 249 170 W 168-19ad 0.049 n 1.43 267 44 44 63 118 0 0 0 0 Vb12E-Osw 0.068 a 1.98 1.49 270 215 425 321 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 16 0 158 476 0 0 0 0 2A-2ov 0.340 a 9.89 2974 8 0 79 238 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 31 0 307 922 0 0 0 0 13A-3ocs 0.167 a 4.86 3.31 173 117 571 389 0 0 0 0 2A-2ov 0.340 a 9.89 11.93 31 29 309 372 0 0 0 0 1100 0.390 a 11.35 1211 24 24 272 291 0 0 0 0 VjJ 12E-Osw 0.068 s 1.98 1.49 441 421 833 628 0 0 0 0 TC' 2A-2ov 0.340 s 9.89 10.59 20 20 198 212 0 0 0 0 1ql 13A-3ocs 0.167 s 4.86 3.31 457 433 2105 1436 145 145 703 479 28-2fv 0.340 s 9.89 13.97 24 0 237 335 0 0 0 0G 1/f/ 12E-Osw 0.068 w 1.98 1.49 270 234 464 350 0 0 0 0 2A-2ov 0.340 w 9.89 34.93 16 0 154 545 0 0 0 0 I;--IGa 2A-2ov 0.340 w 9.89 29.74 20 0 198 595 0 0 0 0 13A-3ocs 0.167 w 4.86 3.31 280 177 859 586 280 177 859 586 1OC-m 1OC-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 85 18 0 0 844 177 2087 437 85 18 0 0 844 177 2087 437 R 12C-Osw 0.091 265 1.47 439 421 1114 618 93 93 247 137 10 1,DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 168-38ad 0.026 0.76 1.42 1415 1415 1071 2007 0 0 0 0 F 2OP-191 0.050 1.45 0.73 408 408 594 297 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 1007 111 3195 0 363 51 1468 0 61 c) AED excursion 1324 1 1 631 Envelope loss/gain 16332 15395 4547 4527 12 a) infiltration 4830 1530 919 291 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 4 920 3 690 Appliances/otter 3000 600 Subtotal (lines 6 to 13) 21163 20845 5465 6108 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21163 20845 5465 6108 Duct loads 151/0 21% 3139 4294 10'/0 109/0 547 611 r Total room load 24301 25139 6012 6719 Air required (dm) 1100 1100 272 294 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrlgtltsort- 2017-Nov-10 13 56:10 Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 Lot 1ReganPoinl7512AGR%LotIReganPoint7512AGR.rup Calc = MJ8 House faces: SE DEL --AIR aar•a - m corrurorram Right-JO Worksheet 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Kitchen Study 2 Exposed wall 30.5 ft 25 5 ft 3 Room height 9.3 ft heat/cool 93 ft heat/Cod 4 5 Room dimensions Room area 1.0 x 467.0 ft 467.0 ft' 12.5 x 11.5 ft 143.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ft2-'F) BtutVftj or perimeter (ft) Stuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 12E-Osw 0. n 1.88 9 0 0 0 0 0 0 0 0 2A-2ov 0.340340 n 9.89 1Z3238 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.89 1239 0 0 0 0 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 23 23 113 77 14 14 68 46 W 168-19ad 0.049 n 1.43 Z67 0 0 0 0 0 0 0 0 12E-Osw 0. a 1. 69 1. 0 0 0 0 0 0 0 0 2A-2ov 0.340340 a 8.89 29.7474 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 13A-3ocs 0.167 a 4.86 3.31 56 32 155 106 117 85 415 283 2A-2ov 0.340 a 9.89 11.93 0 0 0 0 31 29 309 372 11 DO 0.390 a 11.35 12.11 24 24 272 291 0 0 0 0 WJ 12E-Osw 0.068 s 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0a 13A-3ocs 0.167 s 4.86 3.31 205 181 881 601 107 107 521 356 2B-2fv 0.340 s 9.89 13.97 24 0 237 335 0 0 0 0 12E-Osw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.89 34.93 0 0 0 0 0 0 0 0 A-2ov 13A-3ocs 0.340 0.167 w w 9.89 4.86 2974 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLJ I--G 10C-m 0.340 w 9.89 24.45 0 0 0 0 0 0 0 0 G 10Gv 0.340 w 9.89 24.45 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 Z65 1.47 275 257 682 378 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 168-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P-19t 0.050 145 0.73 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.78 0.00 467 31 878 0 144 26 734 0 6 c) AED excursion 242 104 Envelope loss/gain 3422 1762 2047 953 12 a) Infiltration 549 174 459 146 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 3971 3137 25M 1099 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3971 3137 2506 1099 Duct loads 1 100/0 102/0 397 3141 102/0 100/0 251 110 r Total room load 4368 3450 2757 1209 Air required (cfm) 198 151 125 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4' WtrlgM60fft- 2017-Nov-1013:56:10 AM* Right -Suite® Universal 2017 17.0.23 RSU24020 page 2 Lot IReganPoint7512AGR%LotIReganPoint7512AGR.rup Celc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet u1sm-m°°'°"p"° Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY. SANFORD. FL327COND71 Phone: 407ION6NGax 407-333.3853 Web WWW.DEL-AIR.COM Job: Lot 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Powder Bdm12 2 Exposed wall 4.0 ft 25.5 It 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 33.5 It 33.5 f12 1.0 x 166.5 ft 166.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftj Load number BtulVft-F) atuh/ftj or perimeter (ft) atuh) or perimeter 00 Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 0.068 n 1.96 1.49 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 n n 9.89 9.89 1239 10.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01, 12E-Osw 11 2B-2fv 13A-3ocs 0.340 0.167 n n 9.89 4.86 1239 3.31 0 37 0 37 0 181 0 124 0 0 0 0 0 0 0 0W W 16B-19ad 12E-Osw 0.049 0.340 n a 1.43 1. 267 1. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.8989 29.7474 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 WJ 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 11.93 0 0 0 0 0 0 0 0 L-(p 11 DO 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 VJJ t G 12E-Osw 0.068 s 1.98 1.49 0 0 0 0 99 99 196 148 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0 1qJ 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 213-2tv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0 VL-G 12E-Osw 0.068 w 1.98 1.49 0 0 0 0 131 111 219 165 2A-2ov 2A-2ov 13A-3ocs 0.340 0.340 0.167 w w w 9.89 9.89 4.86 34.93 29.74 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 198 0 0 595 0 1oC-m IOC-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 265 1.47 70 70 185 103 0 0 0 0 10 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 167 167 126 236 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 34 4 115 0 0 0 0 0 6 c) AED excursion 22 206 Envelope lossfon 482 205 738 1352 12 a) Infiltration 72 23 443 140 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 554 228 1181 1492 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 554 228 1181 1492 1r5 Duct bads 100/6 10'/4 55 23 2W/o32% 258 470 Total room load 609 251 1439 1962 Air required (cfm) 28 11 65186 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. y -Fk wr1ght*;0rt- 2017-Nov-1013:56:10 c, Right -Suite® Universal 2017 17.0.23 RSU24020 Pepe 3 Lot 1 ReganPoint7512AGR%Lotl ReganPoint7512AGR.rup Calc - MJ8 House faces: SE DEL --AIR Right-J® Worksheet ffm-tom"' 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Bthnn 2 Bdrm 3 2 Exposed wall 5.5 ft 11.0 ft 3 Room height 9.0 tt heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 11.0 x 5.5 It 60.5 f' 14.5 x 11.0 ft 159.6 ft' Ty Constnrction U-value Or HTM Area (ftl Load Area (ftl Load number StutVft'-*F) Btuh/ftl or perimeter (ft) Stuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)/ 12E-Osw 0.068 n 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.89 12 39 0 0 0 0 0 0 0 0 L- GGG 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.89 1239 0 0 0 0 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 0. 340 a 1.88 1. 74 0 0 0 0 0 0 0 0 2A-2ov2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 11.93 0 0 0 0 0 0 0 0 1100 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 4pl 12E-Osw 0.068 s 1.98 149 50 50 98 74 99 79 156 118 G 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 20 20 198 212 1qJ 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 s 8.89 13.97 0 0 0 0 0 0 0 0G W, 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.89 34.93 0 0 0 0 0 0 0 0fe--GG 2A-2ov 13A-3ocs 0.340 0.167 w w 9.89 4.86 29.74 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C-m 10C-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C4)sw 0.091 265 1.47 0 0 0 0 0 0 0 0 1--0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 61 61 46 88 160 160 121 226 F 20P-19t 0.050 1.45 073 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 53 Envelope loss/gain 144 143 475 503 12 a) Irdiftration 96 30 191 61 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 239 174 666 563 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 239 174 666 563 15 Duct loads 220/0 1 32%1 52 55 22% 1 32% 145 177 IAirTotal room load 291 228 811 741 required (cfm) 13 10 37 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright6o t' 2017-Nov-1013:56.10 Right -Suite® Universal 2017 17.0.23 RSU24020 Pape 4 Lot I ReganPoint7512AGR%Lot I ReganPoint7512AGR.rup Cale = MJ8 House faces: SE DEL -AIR Right-JO Worksheet p""° Entire House DEL -AIR HEATING & AIR II 531 C001SCO WAY. SANFORD. FL 327COND71 Phone, 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Bdrin 3 WIC Utility 2 Exposed wall 7.0 H 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cod 4 5 Room dimensions mRooarea 6. 0 x 7.0 ft 42. 0 ft' 8. 5 x 7.0 ft 59. 5 W Ty Construction U-value Or HTM Area (M Load Area (M Load number BtutVft='F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Val 12E-0sw 0.068 n 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 n 9.89 1239 0 0 0 0 0 0 0 0 I- GG 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 2B- 2tv 0.340 n 9.89 12-39 0 0 0 0 0 0 0 0 W 1113A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 0. 340 a 1.89 1. 74 0 0 0 0 0 0 0 0 2A- 2ov 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A- 2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A- 2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 2A- 2ov 0.340 a 9.89 11.93 0 0 0 0 0 0 0 0 1100 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 qJ 12E-0sw 0.068 s 1.98 1.49 63 63 125 94 0 0 0 0 2A- 2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0 GWJ 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 2B- 2tv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0 G12E- 0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 2A- 2ov 13A- 3ocs 0. 340 0. 340 0. 167 w w w 989 989 4. 88 34. 93 29. 74 3. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C- m 10C- v 0. 340 0. 340 w w 9. 89 9. 89 24. 45 24. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 265 1.47 0 0 0 0 0 0 0 0 0 11130 0.390 n 11.36 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 42 42 32 60 60 60 45 84 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 59 Envelope bss/garn 156 137 45 25 12 a) Infiltration 122 39 0 0 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants ® 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 278 176 145 625 Less external toed 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 278 176 45 625 15 Duct bads 22% 32'/e 61 55 22% 32% 10 197 Total mom load 339 231 55 22 Air required (dm) 15 10 2 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- W rlgMsoft' 2017-Nov-10 13:56:10 C Right - Suite® Universal 2017 17.0.23 RSU24020 Pape 5 LotIReganPoint7512AGR% LotIReganPoint7512AGR.rup Calc = MJ8 House faces: SE DEL --AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AJR.COM Job: Lot 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Mstr Bdmt Mstr WC 2 Exposed wall 370 ft 0 ft 3 Room height 9.0 ft heat/cod 9.0 ft heat/cool 4 Room dimensions 1.0 x 271.3 ft 3.5 x 6.5 ft 5 Room area 271.3 ft' 22.8 W Ty Construction U-value Or HTM Area 00 Load Area (ftj toad number Btuh/ft'-'F) atuhlftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12E-Osw 0.068 n 1.98 1.49 36 36 71 54 0 0 0 0 2A-2ov 0.340 n 9.89 IZ39 0 0 0 0 0 0 0 0 2A-2ov, 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 28-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 W 168-19ad 0.049 n 1.43 Z67 44 44 63 118 0 0 0 0 12E-Osw 0.068 a 1.98 1.49 167 128 2S2 190 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 8 0 79 238 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 31 0 307 922 0 0 0 0 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 11.93 0 0 0 0 0 0 0 0 1100 0.390 a 1135 12.11 0 0 0 0 0 0 0 0 WJ 12E-Osw 0.068 s 1.98 1.49 131 131 258 195 0 0 0 0 a 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0 ILS12E-Osw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 13A-3ocs 0.340 0.340 0.167 w w w 9.89 9.89 4.86 34.93 29.74 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0v 10C-m 10C-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G q 12C-Osw 0.091 Z65 1.47 0 0 0 0 0 0 0 0 0 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 271 271 205 385 23 23 17 32 F 20P-19t 0.050 1.45 0.73 0 0 0 0 23 23 33 17 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 128 4 Envelope loss/on 1236 7 50 45 12 a) Infiltration 728 231 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliar"Wother 600 0 Subtotal (lines 6 to 13) 1964 32SS 50 45 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1964 3288 50 45 IS Duct loads 22o/a 32% 428 1036 22% 32% 11 14 Total room load 2393 4324 61 59 Air required (cfm) 108 189 3 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s -Fk Wrlght;6offt' 2017-Nov-1013:56:10 Right -Suite® Universal 2017 17.0.23 RSU24020 page 8 Lot I ReganPoint7512AGR%Lot I ReganPoint7512AGR.rup Calc = MJS House faces: SE QDEL--AIR Right-J® Worksheet 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Mstr Bthmt Mstr WIC 2 Exposed wall 23.5 ft 10.0 ft 3 Room height 9.0 ft heat/coal 9.0 ft heat/cod 4 5 Room dimensions Room area 1.0 x 125.8 ft 125.8 ft' 1.0 x 104.5 It 104.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftl Load number Btuh/ft;'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 E 12E-Osw 0.068 n 1.98 1.49 108 102 202 152 90 90 178 134 2A-2ov 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 28-2fv 0.340 n 9.89 12.39 6 0 59 74 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 W 168-19ad 0.049 n 1.43 Z67 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 1.98 1.49 104 88 173 131 0 0 0 0 2A-2ov, 0.340 a 9.89 29.74 16 0 158 476 0 0 0 0 2A-2ov, 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 WJ 13A-3ocs 0.167 a 4.86 331 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 11.93 0 0 0 0 0 0 0 0 11DO 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 WJ 12E-Osw 0.068 s 1.98 1.49 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0 V)J 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0 V)/ 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 2A-20v 13A-3ocs 0.340 0.340 0.167 w w w 9.89 9.89 4.86 34.93 29.74 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- G 1oc-m 10C-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 Z65 1.47 0 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 168-38W 0.026 0.76 1.42 126 126 95 178 105 105 79 148 F 20P-19t 0.050 1.45 073 126 126 183 91 105 105 152 76 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 36 Envelope loss/gain 71 1111 409 323 12 a) Infiltration 408 129 174 55 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1279 1240 583 378 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbubon 0 0 0 0 14 Subtotal 1279 1240 583 378 15 Duct loads 22%a 32% 279 391 22% 32% 127 119 Total mom load 1558 1631 710 497 Air required (dm) 71 711 32 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rigMsof#- 2017-Nov-10 13:56:10 Right-Swte® Universal 2017 17.0.23 RSU24020 papa 7 Lot 1ReganPoint7512AGR%LotIReganPoint7512AGR.rup Celc 2 MJ8 House faces: SE QDEL--AIRnawm. n aorororwo Right-J® Worksheet 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Retreat 2 Exposed wall 38.5 ft 3 Room height 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 4028 ft 402.8 ft' Ty Construction U-value Or HTM Area (ftl Load Area load number Stuh/ft''F) Btuhlftl or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 8 12E-Osw 0.068 n 1.98 1.49 207 160 317 239 2A-2ov 0.340 n 9.89 1239 16 0 154 193 2A-2ov 0.340 n 9.89 10.59 31 0 309 331 2B-2fv 0.340 n 9.89 1239 0 0 0 0 W11 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 W 16B-19ad 0.049 n 1.43 267 0 0 0 0 Vh12E-Osw 0.068a 1. 1. 0 0 0 0 2A-2ov 0.340340 a 9.8989 29.7474 0 0 0 0 2A-2ov, 0.340 a 9.89 29.74 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 13A-3oc3 0.167 a 4.86 3.31 0 0 0 0 2A-2ov, 0 340 a 9.89 11.93 0 0 0 0 1100 0.390 a 11.35 12.11 0 0 0 0 1qJ T(' 12E-Osw 0.068 s 1.98 1.49 0 0 0 0 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 yJ I--G 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 2B-2fv 0.340 s 9.89 13.97 0 0 0 0 L-G 12E-Osw 0.068 w 1.98 1.49 140 124 245 185 2A-2ov 0.340 w 9.89 34.93 16 0 154 545 2A-2ov 13A-3ocs 0.340 0.167 w w 9.89 4.86 29.74 3.31 0 0 0 0 0 0 0 0 10C-m 10C-v 0.340 0.340 w w 9.89 9.89 24.45 24.45 0 0 0 0 0 0 0 0 12C-Osw 0.091 265 1.47 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 403 403 305 571 F 20P-19t 0.050 1.45 0.73 155 155 226 113 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 96 Envelope loss/gain 1710 2081 12 a) Infiltration 669 212 b) Room ventilation 0 0 13 1ntemal gains: Occupants ® 230 0 0 Appliances/other 0 Subtotal pines 6 to 13) 2379 2293 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2379 2293 15 Duct loads 22% 320% 519 722 Total room load 2898 3015 Air required (cfm) 131 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightraotf't- 2017-Nov-10 13:56 10 Right -Suite® Universal 2017 17.0.23 RSU24020 Page 8 Lot I ReganPoint7512AGR%Lot 1 ReganPoin17512AGR.rup Calc = MJ8 House faces: SE DEL AIR Duct System Summary Job: Lot 11 Reagan Polnte75... MEUW - AM t01WffW Date: 12/30/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665 Fax 407-333-3853 WW WWW.DEL-AIR.COM Project• • 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 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.177 in/100ft 1100 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.177 in/100ft 1100 cfm 192 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 8drm 2 c 1962 65 86 0.315 6.0 Ox 0 VIFx 22.8 85.0 SO Bdrm 3 h 811 37 32 0.314 6.0 Ox0 VIFx 23.2 85.0 st1 8drm 3 WIC h 339 15 10 0.237 4.0 Ox 0 VIFx 43.6 100.0 st3 Bthrm 2 h 291 13 10 0.314 4.0 Ox 0 VIFx 23.4 85.0 st1 Family c 3359 136 147 0.188 7.0 Ox 0 VIFx 76.0 105.0 st4 Family -A c 3359 136 147 0.188 7.0 Ox 0 VIFx 76.2 105.0 st4 Kitchen h 4368 198 151 0.237 8.0 Ox 0 VIFx 53.7 90.0 st2 Mstr 8drm c 4324 108 189 0.240 8.0 Ox 0 VIFx 41.9 100.0 st3 Mstr 8thrm c 1631 71 71 0.237 5.0 Ox 0 VIFx 43.7 100.0 SO Mstr WC h 61 3 3 0.254 4.0 Ox 0 VIFx 33.7 100.0 SO Mstr WIC h 710 32 22 0.243 4.0 Ox 0 VIFx 39.8 100.0 SO Powder h 609 28 11 0.177 4.0 Ox 0 VIFx 86.8 105.0 st4 Retreat c 1508 66 66 0.333 6.0 Ox 0 VIFx 17.1 85.0 st1 Retreat -A c 1508 66 66 0.328 6.0 Ox 0 VIFx 18.7 85.0 st1 Study h 2757 125 53 0.235 7.0 Ox 0 VIFx 54.4 90.0 st2 Utility c 822 2 36 0.250 4.0 Ox 0 VIFx 36.2 100.0 St3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 300 305 0.177 388 12.0 0 x 0 VinlFlx st2 st3 Peak AVF 232 331 0.237 607 10.0 0 x 0 VinlFlx St1 SO Peak AVF 478 591 0.237 553 14.0 0 x 0 VinlFlx st2 Peak AVF 622 509 0.177 582 14.0 0 x 0 VinlFlx Writ, 2017-Nov-1013:56:11 yht$Dg Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 A=...LotlRega.Point7512AGR%LotlReganPoint7512AGR.rup Calc = MJ8 House feces: SE 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 Matl Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx Wil hts, `, 2017-Nov-10 13:56:11 9 Right -Suite® Universal 2017 17.0.23 RSU24020 Page 2 C+A... Lot lReganPoint7512AGR%LotIReganPomt7512AGR.rup Calc = MJ8 House faces- SE 42X42 A/C SLAB BY BUR MINEa N00 Cv ` 2' FROM VALL O6 ga 91. FAIRLY 3' bath duct j UN to roof cap a lu w/fan Nutone 696RNB w ms aae r b to vnnv tzov aN 2 CAR QMQE N ems w 4m,-W imeor 1 70 TO V/WV U40V a" owntEA .ar r 1 F moo' IL 1 1 1 1 1 1lo[tVRL s »[ DIIIlQ iTfi01 0=4np 1®If 71 A ROIER r ppa Cyr= am mae on VMS ms Ids yl N E om to RMAR W amvmc UNENn trim O 1 PC. Y DOICH MS TOdied "U nARE ®6OELOVh I twn SIN d VIEY O d a N N 0 M L. O IA N qj —) Q r r. IX 1 zRating m o > z J Q H m H Q Not how . 0*6vm dtearorce of 4 bl&" crowd the at bonder per tht State Grrpr code. NI duct has on nd Yoilotbn Value. J O 5 mCL J(n00 Q a: 1110, ao mr V*WV IZON I!N 3: N a. W43 plan.. 00 0 dl W•9 t06N red g ti` w" •1/ L S QBEDRMea4a/t'14 gam - O 10[t11111 t >s[ SAWE SYS704 5 Lj N N IeOrnoiedp63 Z3' bath duct w y to roof cap n w/fan Nutone 696RNB DO IwOv BE I nor. "%M Ims Iwl a U mr vnxv 2MV M O] a S IO`ice em4 rW IM bod by a to t'''t ar. air.av e l l l Ir in ma IV a« Ieorto W w a N v l I 1 I 1 1 W j I1 11 11 r-- 1 3' bath duct14toroofcap w/fan 70 Nutone 696RNB a."°t r Ira so- ma ros is a ae Imc m mmmrusr rlmv= URCPRMI m O I r I MW UmC= may tmrs m IIVXTAAM emw lu iloW t1t+v WiHtfOt.S bsWnvW w.r " W. X C O Cl Cl 0 a D 0 N N O CC' t` r- 1a 0: L& oRating N m W > Z 5 Q H m m Not how o Priam ct.oranc. o/ 4 Y¢hea around the air handcar por the State Erwrpy code. Act duct hot an r-6 Ywulotlon value. O L O 7 mILJ(nOt Q Q SPEGAL PLUMBING 3-1 m.J.\ 7S-11 R,L(,uKU COPY IV, vrR J'L Tub WL 4+ J 3" 09 VTR KIT .IL 3" 3„ wm AP We s sL Spegalplumbing.com LIC# CFC1428683 V. Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 116 wTQ Q M ,- 3 PLOT PLAN LEGAL DESCRIPTION: RECORD COPY LOT 1, 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 SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLY HOMES a 2976 Glpper Circle Proposed Elevation Sanford. FL 32773 Area Calculations Total Lot Area= 4,776 sq It (100%) Impervious Area= 1,969 sq It (41%) Pervious Area= 2,807 sq It (59%) Elevations are based on civil grading plans. Lot is Type W Grading Plan 0 Q c 0 E aL o 60 W 111 6 Lot 2 swiati Sun sj ' R3 z, sm•v. sw.n som'sent' .i a 1 \ a w.re ereiaej a 2 Mar+nl swerti ww' j ` 9'ty0/ 4 au•.rsr x Iwo e GIPPER CIRCLE, SANFORD, FLORIDA 32773 C1 ZONIN D/1TE 25- -1, R=70.00'(P) L=56.07'(P) Ok to construct single family home with setbacks and impervious area shown on plan. P.T. located on Lot 3 1 J 0=45e53'53"(C) Chord Bearing= N 23e08'00" W 54.58'(C) C55 R=70.00'(P) L=22.67'(P) A=18"33'17"(P) Chord Bearing= S 55e21'27" E 22.57'(P) L1 sphej N 43*55*11" E 30.58'(P) Qo C%aaJn} r CRgefbf C%rC%o o OVA eIRV aJ I 1, c° vo may/ F ADSd ,Conc`Side 1 N 89e 491 " E 80.00' (P) it 35.1' cProposed ore pOp0fe0 AIC Pad Two Story CB Residence 2.3 J Lot 1 Plan 7512-A '. Tract "E" Proposed FFE= 47.87' i eN Pond/Drainage (Common Area) CD 35.2' to 48 r , N h CO Z O O 9es „ S 89 9'31" W 96.16' (P) TF* nBB' TI Tract T" D.E. & U.E. (Common Area) This Is NOT a Boundary Survey Graphic Scale 1 3 6 Scale: 1'=30' Revision: Remove A/C Pad & Revise Square Footage - 1/23118 - RIPS Revision: Revise Square Footage - 11/6/17 - RPS Field Date: 11/312017 1 Date Completed: 1/23/2018 Drawn By: M•C• I File Number.IS-42128 PP Legend C Calculated PC point of Ctavabsa 88 log- ConContedine creteBlackPI - Point of Intersection CM Concrete Monument P.0.0 . Point of Beginning Conn Concrete P.O.L - Point on Una ption PP po OE Draleps Essamera PRM - Permenneent Reference Eamt. eaeenwrtt Monument F.E. MA . Federal Emergency PT - Point of Tangency Managamanl Agency R Radius FFE Finished Floor Elevation Rod. • Radial Fact Fou PI R&C • Robot & Cap IP Nc) L UnfitRoofed Rid. RoofedNIMeasured Set • Set SS' Robot& N&O Nall & Disk Reber Cap'LB 7a= N.R. Non -Radial Typ. • Typkmi ORB Official Records Book UE • Utility Easement P Plat WM • Water Meter P.B. Plot Book G • Della (Control Angte) 0- WOW Fence 0- • Chain Link Farm DocuSigned by: pdviick k ImUlAi. NOTES. I hereby Gently iher this Boundary Survey of ins above OeWbed Prop Survey b fated upon the legal Description Supplied by Client. Tnw and Carted te the Best of my Knowl"dpe and Batlol at rOM dy Sur AbuttinghopertlesOeerbhave NOTbeenpoe- died fort.tps,Overfapsand/er Hbhit. under my Direction an the Date Shown. Basod on Information furnished Subject to any Eateraom and/or Restrictions of Mcord. as Noted and Conforms to the Standards of Practice for Land St gndngkmis sown lwam Is Asaanedandlueauponthatiron ooedwiNa'W M the State of Flodds In ocmrdonca with Chapter U17.052 Rands suuding Tie are Nor to tw used to reconstruct 0 ape ry lbte. Adminlstrative Codes. Pursuant t Ion 472 1Florida Statutes. Fence Ownership Is NOT determined. Roof Overhangs. Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. O Y Septk Tanks and/or OralnfhM locations are approdmate and MUST be vedRed by Use of this Survey for Purposes erhar than lntendoa Without Written verific der, Will be At the Users Sole Rhk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to gM ANY lughtl or leneW to Anyone other than those Certified. 10011m OF INTEREST - DRIVEWAY CROSSES UTILITY EASEMENT. Ireland & Associates Snrueong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.itelandsurveying.com Office-407.678. 3366 Fax-407.320.8165 RECORD COPY Residential Load Demand General Method 2313 square feet X 3VA = 6939 VA Small appliance load 3000 VA Laundry 1500 VA total 11,439 VA First 3000VA @ 100% 3000 VA Remaining @ 35%................2954 VA total 5954 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 35,224 VA - 240V= 147 amps= 150 amp service Model 7512 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 7_3533 p\x-owc s4NFORO y C. LL I N 4' J Ld Q rT H c Q ++ o Ld JD V) N c I— v Ld t` Z Q N O U a U Q Q + c I•— V Z_ T a LLI Ld t` Z 0 Z LL I o Z > 1Qw O O Q J LL I 0- N Ld c N V) Z) W O r Zo L Q a J Q 18'8' 11'4' 1ST FLOOR TRUSS LAYOUT 30' RECORD COPY SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 6' HEEL I BRIG. 16' OVERHANG PLUMB CUT 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 HHUS46 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'-4' HEIGHT 4) HUS26 8) HHUS46 19'-8' HEIGHT 0'-0' HEIGHT 0'-0' HEIGHT NOTE Y OF DM BUILOM OE901ER OR AN APPROPRIATE CONNECTION FOR MUM I ARE LIMITED TO THOSE DESMIED IN WIG RESPpISIMIIIEr. ACCORDINGLY. IT 0I5GLADLS TIES AND LIABILITY Fat THE CONSTRUCTION 4$ IIGLDOq n0 INsTALLAnON AM USff3 YANUFACIURED BY Too COMPANY. WARNING nt"ONO. ERECTION ANO)OR PowAK T BRACING IS TO INSTALLING, RESTRAINING ! BRACING OF METAL PLATE CMWCT13 WOOD TRUSSES RECOMMENDATIONS' 809 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. TIHM NO 94EATHWO CS APPLIED OPtECTLY TO TOP AND/OR BOTTOM CHORD% THEY 9ULL BE BRA® AS SPEWED ON THE ENGNLERED OE9GL TRUSSES SHALL 8E HANDLED WITH ROASONAB E CARE OURM CRIXTION TO PREWR DAMAGE OR PERSONAL IWRY. 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. US SES,z // \\ 1\TRUSSES 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOWE k12 WEEKLEY HOMES A REAGAN POINTE DATE NN .IL70 NUMBER 11-6-17 CRHORABY 1847 m RECORD COPY Alpine, an ITW Company 2400 Lake Orange Drive Suite ISO Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID:1 WSP408-Z 1806155045 Truss Fabricator: Job ldcntifrcation: Accu-Span Truss Company * i 18437-/7512 - A (MBR Tray) -DAVI D WEEKLY -- Lot 1 Reagan ipol nke*1Q91 A ; 01 Truss Count: 32 Qg O • Model Code: Florida Building Code 5th Edition (2014)°9'• Q`.• R`O' Truss Criteria: Engineering Software: TPI-2007(STD)?'2'•C Alpine Software, Versi on 15.01. ORI O>° Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC This doormen has been eleoronicelty signed Minimum Design Loads: ROOF - 37.0 PSF ® 1.25 Duration and sealed using a 01gitar Sipiatum. Pnnted Floor - 55.0 PSF a 1.00 Duration riginlisiewonicVatuni must be using die original electronic version. mn.e sft Use Wind - 139 MPH ASCE 7-10 -Closed Notes: 1 1 /06/2017 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsi bi I i ty of the building designer/engineer of Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr, Suite ISO on the individual truss component drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14030EC1-GBLLETIN-STRBRIBR-DEFLCAMB-14015EC1- Ref Description Drawin # Date 1 32916--A1 17310533 11/06/17 2 32917--A2 17310532 11/06/17 3 32918--A3 17310527 11/06/17 4 32919--A4 17310517 11/06/17 5 32920--A5 17310514 11/06/17 6 32921--A5A 17310522 11/06/17 7 32922--81 17310515 11/06/17 8 32923--82 17310509 11/06/17 9 32924--B3 17310523 11/06/17 10 32925--C1 17310506 11/06/17 11 32926-41 17310513 11/06/17 12 32927-42 17310528 11/06/17 13 32928-43 17310529 11/06/17 14 32929-43A 17310525 11/06/17 15 32930-44 17310524 11/06/17 16 32931-45 17310519 11/06/17 17 32932-46 17310508 11/06/17 18 32933-47 17310516 11/06/17 19 32934-48 17310322 11/06/17 20 32935-49 17310511 11/06/17 21 32936-410 17310518 11/06/17 22 32937--FG1 17310531 11/06/17 23 32938--EJ8B 17310520 11/06/17 24 32939--EJ8C 17310521 11/06/17 25 32940--EJ7 17310507 11/06/17 26 32941--EJ7A 17310530 11/06/17 27 32942--EJ8 17310510 11/06/17 28 32943--EJ8A 17310526 11/06/17 29 32944--HJ7 17310512 11/06/17 30 32945--CJ1 17310536 11/06/17 31 32946--CJ3 17310535 11/06/17 32 32947--CJ5 17310534 11/06/17 G 17-3535 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1543/-//b1l - A (MBK Tray) -UAVIU WttKLY -- LOT 1 Keagan Pointe - Al ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "138" 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, not located within 9.00 ft from roof edge, RISK CAT 1 1 , EXP 6, 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 I i ve load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X6(R) N 7-IC-3 0-4-0 3X6(A1) a ono — aAo m 3X6(A1) e U"- 0 U±_301-j L 15-0-0 _I 15-0-0 I LIE 30-0-0 Over 2 Supports 311 R=1310 U=143 W=4" 1nr1 4, R=1310 U=143 W=4" RL=180/-180 / SO00 i liiliy Design Cri t: FBC2014Res/TPI-2007(STD) 0 V' —C PLT TYP. Wave FT/RT=096 096 /0 0 15 1. Ob 0 QT 9 L/-/2/-/-/R/- Scale =. 25"/Ft. NCI ••waRNI•• ee p AND roues ALLres nos pnAnwcl • O. ' T LL 20.0 PSFI ANi•• FINGI THIS OY.•I NC TO ALL COMTMCTOAS INCUDI NG THE IMSTLLtEQS. • REF R408-- 32916 Trusses repair• eatre. are In raerl<•Il,q, It.nell,q, snlppl,l9, I,Istalll,q atW br•<I,Ip War to am 1 If the lat•sl aea lllonorSCSI (Sullelnp Co pgnt safety Infe,eallon. by TPI osI •TCA) for sorely pracil cos • DL 7. 0 PSF DATE 11/D6/17 to perrerel np the f-11 oni Insl•II•rs shell pr—Ide t-•por.ry Or•clnp par SCSI. Unless noted of w • DRW HCUSR408 17310533 IW Chore Snell h:_ properly .Macho..Iruclural shcathlno one .Olio. clrore shel l hove A properly all S • Ip1O <• IIInS I.acatlens shown ter p•r1•enant lateral rest_,ni or eaes shoI haw ar•clnp InstolIad por ; ATE i DL 10. 0 PSF a Epp u Ws u. n er slo. s WIIl1eMI•. Apply vl a.a w •«h r«• or cuss .nd peal lion as .noes. •eew the JO1.1 O.l.tls, .0-4 rote. othere@se. R•f•r to erwthps 16OA-Z for stane.rO pool. poll If_ •• Nplha. • elvlslon of IT• Wllelnp Components Group It< shelf hel W responsltNe for .n IAllon ffe• 1 90'. IL` Q`e•' CLL 0.0 PSF HC-ENG KM/WHK AN nW WMiY1NY rael, lp. Any tallure to Dull. the truss In conforalance el lh ANSI/TPI 1. or ter hun0o l no. snl ppl,p, . IImt1ll• tIW a br•cl ,np or Iruss•a ' O.•••. p•e• amTOT. LD. 37. 0 PSF SEQN- 513116 eep p 1 A r•spolsl W IA fastoffltyatNNypthe.p; pa Ilaholl plro111A sW tACI IN0 ~I ty~Yle uN of tN erwl ppr f ss atruc(v iYA. 2400LikeOltwOr_Suft15O rwpws11N1Ity of tha 011lelltp Oeall lar pr Alal/rPI ,sale.:. DUR. FAC. 1.25 FROM RF SPACING 24. 0" JREF- 1WSP408 Z18 Odoado. FL 12937 FL COA RO 273 Fr . ere Inf—teon see Into lob.. "—rat -I•. P.O. one thus• eae all.. 1iU1Nu1- LLPINC eae of of hal to co. TPI ewe tpl nsI rp. WCA: eee. sect neusI ry coal Icc: eee I«a.r p la FlemingLic Number: 66648 11 / 06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 154J1-/1b1Z - A (MLSK Tray) -UAVIU WttKLY -- LOT 1 Keagan Pointe - AZ ) Value Set: 138 (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 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Defl ection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 9.00 ft from roof edge, RISK CAT 1 1 , 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 0 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. 4X6(R) % 4X6(R) 0/ 6-1 -3 0-4-0 3X4(A1) `~ a OAO E3 OAO a cnY III 3X4(A1) a aq L 13-0-0 _I_ 4-0-0 _I, 13-0-0I 30-0-0 Over 2 Supports QMtId11s% R=1280 U=146 W=4'* S F RL=160/-160 R=1280 U=146 W=4" SF •. Design Crit: FBC2014Res/TPI-2OO7(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 1. .06 .0 Q 2 L/-/2/-/-/R/- Scale=.25"/Ft. WARNI NGI •' READ AND FOLLOW ALL WTES ON TORS MMNGI • O. ' T LL 20.0 PSFIMPORTANT" FURNI Sit TNI S ORM MIS TO ALL CONTRACTORS I NCLUDI AG THE I NSTALLERS REF R408-- 32917 Trusses ,pulre eal,s car. In reb,lc.Ilny, nan011nO. shipping. Installing w bracing Fora, to and 1 * the least edl lion oI Ksl (ell dl ng Caapenoni Safety Inror•atlon. by ON and • CA) for Sealy pretll o:as • DL 7. 0 PSF DATE 1 1 /06/ 1 7 to iwrrorNng those ratcllens. Insi all ers shall proado luoprry b,«Ing per KSI U.l ass note0 et M 0 • DRW HCUSR408 17310532 iop Chard shall have properly at hod structural shaolht ng and bat tow chord shall have a properly at p • told ce111og I- It-, an— for p.--I lateral ,est,a.t .nobs shall its"br.c1.0 Installed par ; ATE i DL 10. 0 PSF 11f= 1 LPL! {= ttons •S, •T or •10. as aopt lcaa e. Apply plates to each race of truss and post loon as sends abous so• • the Jot at Opal l a. unt *as noted othnnel so Rarer to drawings 1e0A.Z far standard plate positions A • • At pina. . all vlslon or IT. Sul Idt ' IO • •• F P• •p consror K. wI /TVl b1, rorpfo I handling nintppi on rrla t • LL 0. 0 PSF HC-ERG KD/WHK ANRWGOMMNY r.a ng. any too l u.. lobui l d The I— In in ANSI 10* Imtellatlonabr«Ing or iruasaa K ••_N`. o AA•''-/ d••\_ V OT. LD. 37.0 PSF SEQN- 739237 cqy • p 1 y (7• w r. ap.rglbll^ly •ol wi.lygrbr th. fs Ilnoat tTM suet Wh1y11 JillFindoy of tM•nq ror•Ma .irveiur. 1• 0NAL 240DLskvOlmVDrSwk150raaponslalltyortheSullang0-1Par per ANSI/T I T Sec.2 I/n DUR. FAC. 1.25 FROM RF SPACING 24. 0" JREF- 1W5P408 Z18 ihak ILFLCOA273FLcoAwnsFarALPINE: sawadplrmttocon: To :aaw ow lllot generalee.% polls y` loc....si aa1C<aare wr: Dau laFleminLicNumber6GG4811/06/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR I, 1043r-/101Z - A kMCK Iray) -UAVIV WttrLT -- LOT I Reagan rOlnie - AS Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 o 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 9.00 ft from roof edge, RISK CAT 1 1 , 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 CSC member design. 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. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 3X4 a 5X6 s 5-IC-3 0-4-0 3X4 (A1) m 5Ats 1= 5xts a 3X4 (A1) =_ 4- ; L 11-0-0 _ — 8-0-0 —t— 11-0-0 _I 30-0-0 Over 2 Supports R=1273 U=148 W=4" A s F'A 4 R=1273 U=148 W=4" RL=139/-139 :'_••,.'l/li Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 6 TY L F-/2/-/-/R/- Scale=.25"/Ft. wARNI NGI •• READ AND Faux ALL lows ON TieS ORAINGI . T/ L 20. 0 PSFIIiaRTANT•• FUgOlSH THIS ORAIHXG TO ALL CONTRACTORS IMELVINNG THE INSTALLERS REF R408-- 32918 Trus rsaulN.alrea. car. In rmrl<.U,q. handling. shlppinp, 4-1.11Ing ew brxing Mrar to aro r0_ i tot tat at edltl on er KSI (Wlldlnnp Cosponant SOPoty Inforwll w, by TPI and leTCA) ror safety pro<tl <aa • TC L 7. 0 PSF DATE 11/Ob/17 10 vKrorel,q lhvw ruCllons Installers snaII prwlae tew.rery, bracing per .CSI. Unless noted ott—ol tap <brd .n.11 haw preporly sit.<Inea slruclur.l awaUing .ro bona clnora shall he-. praporly att.a„a ATE t• Igld tiling. L«Nlan sawn ror p.rRant lateral restraint of sales shell new brs<Inp Installed par Nc -0 : clans p, 67 or •TO. as soot I call e. Appl y pl ates to each race or I-- and post it w as sMal ab.w and 9 ail. •i the Oet.11s. Wass —led etwMso. Rarer to droIm.Isha I. net far standard plot. Q DL 10. 0 PSF DRW HCUSR408 17310527 r All n1N CDAAMNY Ino. Joi••^/ 0R Pa• A ill no. • al yl .Ion or 1 n sal 1 al ng Components Grow 1 K. anal 1 net ro rOaponal a o ror soy awl sI I on fro. I s • ` any dwlatI fad ng, bay falls. to but l It the tr... In canter7tence dIn ANSI/TPI 1, or for henal l ng, ant pill M, •••••p.Ra• Inst.Ilatlen. bracing or I-.%— '•4 S ILL 0. 0 PSF TOT. LD. 37.0 PSF HC—ENG KD/WHK SEQN— 739241 dreal I/ re.•"p Iwl"'W ll ty .elN'y"re the design Il,p ieeSul tWili ty~ina te„i eor't Irs'n`ara'i hp ier'r`sully'sirveniilroi'.'li S/O IVA DUR. FAC. 1.25 FROM RF 24MLdcOm% vDr. Suite150 r..paalIll llly or t11. wlIding 0h1Olar par ANSI/T 1 1 sw.: SPACING 24. 0" JREF— 1W5P408 Z18 Odam-AFL 32937FLCOA00273 For wro Inrereallw sae Iola IW. general sales pp. and the...eb .1 I..: ALPINE: —al pl nel is cotens.sass : TPI: tetilt nsI. erg: WrCA- sbel rous try CaL. ICC se. I=Dou laFleminLicNumber: 66648 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR L I09,f/-//D1l - A kM1311 Tray) -UAVIU WttKLT -- LOT 1 Keagan YOInTe - A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP N3 Lumber value set "138" 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 e3 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 8, 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 A 24" OC. 2X4 8 5X6 es 4-1 -3 0-4-0 3X4(A1) _ — one a 1= 3X4(A1) U "4- L 9-0-0 _ — 12-0-0 L 9-0-0 I 30-0-0 Over 2 Supports twutoy at R=1215 U=287 W=4" F o R=1215 U=287 W=4" RL=119/-119 OOV••.••' J sF•., Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 ' 6 TY F-/2/-/-/R/- Scale=.25"/Ft. wARNI NGI •• Ka AND Fawn ALL Mores ON TI•S 1NWI IIGI lW RANT-- FultonSH THIS ORAVING TO ALL CONTRACTORS INCLOOING THE INSTALLERS Trusses T L 20. 0 PSF REF R408-- 32919 DATE 11/06/17 r.•atr...tree. car* lh raerlCatkin, Safety I shipping, Inataitang end bracing ..r.r to is rIndedltheornest .lg sorely Inra..au.n. by TPI and v ror sar.ty " • 1. TC L 7. 0 PSF a ltellOirs ns I 1 ha SIwparrs..l.q tlws. runcuons Inswll.rA moll grouts,. I.apa•ary bracing par .CSI Un1.sA rol.d .Irwainoted ., top chard shall nova properly .itscllud structural sheathing and bottee chord Snell nova a properly slimed ATE jp o rl pie untng LOCI. ens sheen ror pera.ronl (star . restraint or dabs moll new brat. -. .-sumo per K dons •l. 67 or $1O, as applicable Apply of etas to each rota ar truss and peal it- .s >rlpeo above and the Joint Details. woss noted other.lso Rarer to araalnp 1.GA-E far AT andara plate poauana A y Q •Q1'•.• DL 10.0 PSF DRW HCUSR408 17310517 d T...'t Op Q LL 0. 0 PSF HC-ENG KD/WHK pl ha. a dI vI sI an or I d1.9 Coaponchts Group I nc. sndI 1 rot be rosponsl a s for Why dthd w on rr_ 1 real ng, any rallur. 1. Out Id the truss In <ulrsr.p,Ica al In ANSI/TPI 1, or for handling, shlppt rp, a •• j a••a .ap•• AN nw00MR W lns1.11.tlon bracing or I.....A 4css OT. LD. 37.0 PSF SEQN- 739245 1OeNT•ICa N p.or..aiarl aIp111 MI1 I an TNT drsssl I{, K Lvvar O ga 11 Tip Tad. 'orulizI, T drM1g ror 10 1ONAt- ` vtyw DUR. FAC. 1. 25 FROM RFrOOLake (hags Dr. Suite I5O y and useaiii; a'r 1aii1Y..wlmrg .fast ol.rp.r AlatmlT••IylleT= •IW Ie• or aro slrue so MUMUWttltt SPACING 24. 0" JREF- 1W5P408 Z18aandai.FL 32837 FL COA 00278 For Nor* Inror.allon sea this Job's general rotes page And Inds. eab alias ALPINE' eea al pi hal to coa. TPI aea tpl nsI org .TCA aea sbclnduatryy con: Icc: ew.l ccsar.D0u la Fleming Lic Number: 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Itl43/-//, IL - A kMOK Ira)/) -UAVIU WttRLT -- LOT 1 Keagan voinTe - Ab 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 "13B" 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 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. 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 6] W3X4 S 2.25 21] W3X4 S 2.25 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 pl f 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- 236.98 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- 457.69 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 a_ 3X4 a 2X4 p 6X6 = 3-110-3 0- 4-0 3X10( A5R) as - - I^ V 0 W-W = - 1. 3X10( A5R) 2a L 7-0-0 _L- 16-0-0 I 7-0-0 I 30- 0-0 Over 2 Supports WQj'' R= 2643 U=671 W=4" s F I R= 2643 U=671 W=4" Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. QTv I F-/2/-/-/R/- Scale=.25"/Ft. t7n ^ 0 111Ih11IUIIUJ ` AN fl'1NaDMpWY 2400 we CnW Dr_ Suite I50 WARNINGI •• IM AM 1`0" XL •oTES ON TIYs Gla1•IIa1 I1po• rAln•• Ft1111/IM 1SISTHIS ••ING TO ALL CONTRACTORS ItICLYDIta) THE IHSTAtaEas * Trusses r.awr..ar... C.r. 1n raerlCaing, hohon,_, snlpplrl•. lnatalll,.0 .ro er«1,t• •.Ter to «Id f the latest ed.tlm or asl (•undlnp Co.poSafetyuand .nt SafetyInroream. by TPI trfCA) Tor saretr or«ucos 1. perfartslr_ those r-tlms. Installer, aho11 prevlde t.,-.,y ar«I.9 per •CSI. Unlese ,rated athora A•• ATE • too chorese.11 hovo prgmAy att«Loa structural shoathlnp . d ballots Chord wall hoed A Properly au« Id call.,_ wcetl ma snots" rw parts -I ..I...l ...Ire.nt or was a-.. hove er«Inp lnsta.I ed per t.ms a. ei or •to. as atod other •volt vla.a to each acts or trod:.m voal um .a aoo.h oao o .ha IfiO'. F P0. tho Jo.nt Ootalla. uNaaa rotW otMr<Isa Refer to drooln S lea..z Tor st.hd.ra ol•t• ooslt.ma. o Alp1, m. • dl=on or In al,ndlnp eo.00• ants erol_ Sm. shall rot be reaponalble for any doetaam Trots th sriq, •.e OR\O e•• cool np, arry rol wn to eulla the truss 1n -to--..1tn ANSI/TPl t, ar for handn.p, shIPPIro. -p •••••••••• A sell thl. w. iro.r «.- wo. Il.Tlro Tnl. tw.l.0 Indl<.taa tanpd of p,.r„al.n.l 4 rtsa-i a i 1 ty ooff the wl1 a` ll o.al 9-o.r Iual ini `I Soc. a1a w. er""RT 1 aera.l ro for .ny at..R'tg.r. wyp T tL L DL LL OT. LD. 20.0 PSF 7.0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF REF R408-- 32920 DATE 11 06/17 DRW HCUSR408 17310514 HC-ENG KD/WHK SEQN- 739249 DUR. FAC. 1.25 FROM R F SPACING 24. 0" JREF- 1WSP408 Z18 Oriza .FL22E37FLCOAK0273For More Infor•.tlm sae thla,oe•a penoral "etas ~ and these ae, s""' «s.r. ALP1•E: wo at pi mlSo Co.. TIN aeo tolnst.or•. VIVA: ae..1 6nd,ntry.coo. ICC ... 1 OU_18 Flemine Lic Number: 66648 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. lU437-/751Z - A (MBK Iraq/) -UAVIU WLLKLY -- Lot 1 Reagan Pointe - A5A ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP M2 Dense :T2 2x4 SP N1 Dense: T4 2x6 SP SS: Sot chord 2x6 SP SS :62 2x4 SP M2 Dense: Webs 2x4 SP W3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1 25 / Plate Dur.Fac.-1.25) TC- From 56 pi f at -1. 33 to 56 pl f at 7.00 TC- From 28 plf at 7.00 to 28 plf at 11.27 TC- From 56 plf at 11.27 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 26.00 TC- From 56 plf at 26.00 to 56 plf at 30.00 BC- From 4 pl f at -1. 33 to 4 pl f 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 pl f at 11,27 BC- From 20 plf at 11.27 to 20 plf at 13.83 BC- From 20 plf at 13.83 to 20 plf at 30,00 TC- 236.98 lb Conc. Load at 7.04 TC- 169.13 lb Conc Load at 9.09 TC- 176.11 lb Conc. Load at 11.27 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 lb Conc. Load at 9.09 BC- 1151.11 lb Conc Load at 11.27 3-110-3 4X8 e 2X4 UI 2 COMPLETE TRUSSES REQUIRED Nall Schedul e: 0. 128"x3", min. nails Top Chord: 1 Row e12.00" o.c. Sot Chord. 1 Row 012.00" o.c. Webs : 1 Row a 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP 8, wind TC DL-4.2 psf, wind BC OL=5.0 psf. GCpi (+/-)=0. 18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection Is 0. 19" due to I I ve load and 0 25" due to dead load. In lieu of structural panels use purllns to brace all flat TC 0 24" oc. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE W4X6 S 1.25 E9113W3X6S3.75 3X4 a 4X6 e 3X6( A1) I^ VL73 III V^V Eno 6X6( B3) sa 3X6[ 13] lu ui- io-j L 7-0-0 _ L 16-0-0 _I, 4-7-0 _I ile 30-0-0 Over 2 Supports /tRaloy i R= 2664 U=655 W=4" 00- &S F/ CA- 0- 4-3 T 20- 4-0 R= 1843 U=436 W=4" Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15.11 Oi'. 6 TY F-/2/-/-/R/- Scale =. 25"/Ft. WARNI NGI " RM AND FOLLOW ALL IOM ON TIaS MWNGI IugNFANr•• FURMSH INS DRAW K TO LLL CONTRACTORS IM:LVOING THE INSTLLLERS. T L 20.0 PSF REF R408-- 32921 Truss- maul ..awe C.r. In aprl<.utg. Ibnallhg, Iastatilrq bracts Rear to r DATE 11/06/17 Sodppl. q. and and the latest edI llan or SCs1 Lwnaing caaponent serety Inrorntpuan. by rP1 and trrul root rarely precut•- t i L 7.0 PSF to perfamine these noWtlans Installers shell prwlde tosaorary bract no par SCSI. Unless toted oche o Iop chard shall new property alt«Led alruoaral sheathing and patient chard matt hew a properly a.c A DRW HCUSR408 17310522 v 2 r1 p10 <elllno LOCatlons shoon for peruanent lateral restraint or sobs shell hew brotlng Installed per SC A j • e< tl ails ga. g1 ar 610. as spot Icable Apply plates to oath face of truss and post 11 an as shah above and • • tna Jai d.t.11.. ad.a. naiad atnar.ls. Refer to dr..ings leg .: far standard gist. positions. , OL 10.0 PSF G O 0, # 4 LL 0. 0 PSF HC-ENG KM/WHK CAIplna. a dl N sl on or 1 n wl l dI ng Cooponents Group I K. shall I not be rosponsl bl o for say dwl atl on front t hemp, any letAun to build the truss In conrorntanco elm ANSI/TP1 1. or tar handling. shipping. s 7 OR`QQ.••• agq- Rnt••• ANnw MnWY Instsllatlan A bracing or trus,a,. p,,sA v OT. LD. 37.0 PSF SEON- 543607 old 61q dCap •p 11g pageIISLbIlistroTherwasa1 ; 11p OIn* deal ll ty~and this far NI I n DUR. FAC. 1.25 FROM CH IonWnt wllW - ofsomeoneAn' structure Is qt,7,,O rntapstslgo or the adlaag Oaslonntr par ANSI t-.Cote 'Wtyq IµpW 24001akeOTaogcOr-&W150SPACING24. 0" JREF- 1W5P408 Z18 DII,Raa. FL 32937 FL COA 90273 For Sam Iaroma IIon sae Ihis labs general notes page and these eeb seas: ALPINE. w. e so pl hall to coot. 1P1: a.tellnst. era: RFCA: eee sal <ant. nduslry Icc: cots1C_T<Douula • Fleminit Lic Number: 66648 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1t54J1-/1b1l - A tmtm iray) -LIAVILI WttKLY -- LOT 1 Keagan Pointe - ul Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC2 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Stacked top chord must NOT be notched or cut in area (NNL) Dropped top chord braced at 24" oc intervals. Attach stacked top chord (C) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 4X4 = A) 1 pl ate(s) reqqul re special positioning. Refer to scaled pl ate plot detai I s for special posi ti oni ng requirements. 139 mph wind, 22.52 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 and other requirements. 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. A4kuz)) e 3X6(C5) a LC1-4-oJ_ 12-2-0 —6-0-0 of¢-pi-4-0-1 I_ 2-8-0(NNL) -1 1_ 2-8-0(NNL) _ I 5-8-140-71 LIE 18-8-0 Over 3 Supports R=474 U=105 W=4" RL=110/-155 Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15A WARNI NGI " WM AND FMAM ALL IDTES ON TIO S ORARI NGI Ili'ORTANT" FVRNI SH TH15 ORAWI NG TO ALL CONTRACTORS INCLVOI NG THE INSTALLERS. i Trass•s rototd - e.traae car• In fabrlcotl,q, hendllng, shipping. Installing and bracing Refer to aro r Ihe latest Wool— of WCSI (4dldlng C q-1 5arely Inforeatl Oh. by TPI and WTCA) for sofoly proctlaea to porforalng their rtnctlons Install ors aholl prool do tooporary bract nN par RC51 Vn = —1" olheral. top chord shell h v properly sit had structural sheathing aro bolloa chord shell Nava a properly o11acM 1 go cal l l ng. lociit— sham for par —rant lateral resirel nt of aoOs WWI hove braclnp Installed par • he oni Q, aT or %cV as ote loaae Apply Oboes to each roc• s1 fruss and roil loan as Lg- . am Q the I nt Octal 1a, unless rolad otror.I SA. Rorer to to a ch IceAof for at Ward poolt, aosttlohe. N pl ro, a dt Vl sl on or ITV Oulldl,g C, F, -nto Group Inc. shell rot be r..p-.Ibl. far any d-lelton frtal raAt ng, any (allure t0 build the truss In canfor-Ke of ih ANSI/TPI 1, of for heMlln9. shl poll ng, AN IrW COMP&MY I nstal l otl an A bracl,g or Irussaa a- 1 en the a Rh -I p a fbYar rya I l atl lg tM s trM np 4 null c ttes coca np of pepfaaal aRrl •pl ftaam At reapefrlW11tyeelalYebrtheanalPa11oI. The wl tWl l l ty and toe of the s dreel nR for Afy aortic I s 210D LAl'e OIm&C OT_ Swte ISO reepeN+l W I 1 ty of the tit i Willingobit Orr par N61 TI I Soc 2. Odud% FL 12137 For —re Infer—il on aN this Ioc' a Oonaral roles pope And these —b sl too FL COA fA 271 AL 1 RE. a .1 pl rot — oo; TPI : a— IRA nil -9. WTCA a— sbct nd-lry c—. I CC: —a f ccvH[)OULi r.atnnnuw. e.._ i ti x" O.•: I OR\' Q ' i aaaeaWOaHaaa yes/ ONAI. E Lic Number: R=188 U=142 W=6" 2/-/-/R/- TC ILL 20. 0 PSF TC L 7.0 PSF DL 10. 0 PSF LL 0. 0 PSF OT. LD. 37. 0 PSF OUR. FAC. 1.25 SPACING 24. On' 17 4- 8 4 20- -0 Scale =. 375"/ Ft REF R408-- 32922 DATE 11/ 06/17 DRW NCUSR408 17310515 HC-ENG KM/WHK SEQN- 543601 FROM CH JREF- 1W5P408_ Z18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k 104411-/ 101L - A kN1131K 11-ay) -UAVI U WttKLT -- LOT 1 Kea9an vo1 nTe - kit 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 Deflection meets L/ 240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 m 139 mph wind, 22.68 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 0-4-0 5-00 11- 4-0:. j L 9-4- 0 _I 9-4-0ING I 18- 8-0 Over 2 Supports metal, all R= 790 U= 187 W=4" G s F vo R=703 U=155 W=6" RL=105/-111 O -••`••• • ••••• / Design Cri t: FBC2014Res/TPI-2007(STD) '•V $'•• PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. O1. 06 2 TY. /-/2/-/-/171/- Scale =. 375"/Ft. WARNI NGI •' U- SD AID nxia ALLWTES oN TIOS MMOGl • • TICL 20. 0 PSF REF R408-- 32923 I MPORTIINT• • FU•NISHTIIISONMINGTOALLCONTRACTORSINCLUDINGTHEINSTALLE•S • Trusses rpul re aatra• a care In rabrtcall,g, rondl t no, snl apt ng. 1-1.111 no and brace ng. Refs to and it • • lro idlest ealil- °racslOwndllloCo -anent $ f.ty Inf°reatl°n. by TP and RCA) for safety practicoa ; L 7. 0 PSF DATE 11/D6/17 to perfora,p in.. t-11—a. Installers mall prwld. leapor.ry bracing par •CSI. Unl.ss noted atheral lop crora ansll new properly attached structural sh..thlrq W bell- chard .roll rove • properly .It 1pla -lUnp focal-s allay ror p.rpaneni Ltanl restrel at or wba droll row brace,Ig Installed par IQ a ATE • DL 10.0 PSF DRW HCUSR408 17310509 d 11 O teal iantODetails. "es. -led tsat••`War`to U aral nps 16OOA-! forrsata Wordand at.ta pastls` Iona°bOYO 'n' O *--a QA•• O At pi no. A di sl on of ITr 8.11 a1 no Coaponont. Group Inc sMJI not bo r.ap-sl too for any aw1.u- rr— l • I•`C OR\ •,•• ILL 0. 0 PSF HC-ENG KM/WHK area no, any tat lura IO eulla Iro truss In contorsatnco at In ANSI/TPI 1, or for ronal lno, shl ppl a AN ITT CC). Inut. l 4.11 an A bract no of Iruases . F °'••••••'' OT. LD. 37.0 PSF SEQN- 543620 ra p'a N MYno ofti°daap P Ilan'oti`Iro n 'al'rNt"`.bi ity"'dla,: °':`SIT:: henlfo:".I'yn'irt"KWio..'I~.`AIAi. DUR. FAC. 1.25 FROM RF 2400 Like OmW Dr. Sate 150 W I I ty of the W 00 no Opal vhor par AMI fM I Sm. 2. IOW W1 OlFLCOL 02731 ALPINE. wa . lpinetlto coo.IIon TP See tpinut.oo°':rCA:' as.ate°bna;r —hose CC- eye Iccuaf. SPACI NG 24. 0" JREF- 1W5P408 Z18 FLmAeo.la r DoulaFleminLicNumber: GGG48 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. l IOCIJI-/10IL - A krAVK Tray) -UAVIU TICCILLT -- LOT I Reagan rothie - CS Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2, T3 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 J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 a 0-4-3 i T 139 mph wind, 23.01 ft mean hgt, ASCE 7-10, CLOSED bid not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wing,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. Calculated horizontal deflection Is 0. 19" due to I i ve load and 0. 26" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 i T 20-4-0 4-0-3 L 6-11-0 _ - 6-11-0 _I 1 18-8-0 Over 2 Supports R=709 U=159 W=4"+I4F, o R=703 U=157 RL=94/-94 G S Of • ••.. j H1 OO S. •• Design Cri t: FBC2014Res/TPI-2007(STD) , V PLT TYP. Wave FT/RT=O% O% /0 0 15. Scal a =. 375"/Ft. Y'ARNI NGI •• READ AM FDLLON ALL WM ON Till DNAMNCI IWKRTANT•• FURNISH THIS DRA.I NG TO ALL CONTRACTOR$ INCLU06 NG THE INSTALLERS 7 WILL 20.0 PSF REF R408-- 32924 Tresses reaelre eetrea car. In fabrlcat.tg, he,glI g. shlppiny. 1 stalII,g w Crecing. Refer to aro f the latest edl tlon of SCSI (Wilding Co•ponont Safety laforaatlon. by IN and WCA) for son rely proC tl C.f L 7.0 PSF DATE 1 1 /D6/ 1 7 to gerfera.ng these fencllons Imtttl l ers !lull prose de te.porary br 1 g pa, •CS. Unless rote: oln.rttl lop Clerd shall have properly attacha: strVCleral Sheathing and bolIa Chord shall have a properly .ItnC ATE DRW NCUSR408 17310523 Ip10pilingLocationsshoenforperaanontlateralrestraintorwbs !Noll nave braClnp lastollw par IO . DL 10.0 PSF Y d po the Joint Details, u esssroted applicableItefert to Cracklings 160A.I rorsstendarand roldplateonpa%l i f onsoocw ntai Q t••.. F( ILL 0. 0 PSF HC-ENG KM/WHK far, npUSSinntsGroupInWIinANSI/TP4 1, c snailrotMforfor handling. latany rlinanyipping.on rra lh rseat OR QP••' 1% •...tea• • AN ITWCDItIRWYIfeelbracingeItOilryslno' OT. LD. 37.0 PSF SEQN- 513057 WI On tM• girtsalhs: Ng r tsN•f MN Ilatlry tMa ttr.al IRtll ash aCCpt•nCa or p alen,t In••II W thtyadreAreWftrtheawlveSahOi.contla h1 ONAI• DUR. FAC. 1. 25 FROM RF widt.ahiity • l: ton. or . raing rr aty raetw I. i r•spwnsla ll ty of the Slit l dl,g awl AIM/TN I Sm.l 2r00 Lake (huhae Dr. St11N 13D gar par yp p11 SPACING 24. 0" JREF- 1WSP408 Z18 Odaddo.FL 32937 FLCOA00273 Far aor.. nro —IIOn see this I W S general notes page and these aeb s. tes: ALI'.HE see •.P.ne.t. ca..er TPI see.tp.nstg• .TCA ase abc.nea>.try con.... • ICG 1—reDou la FlemingLic Number: 66648 1 I106n017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 154!/-//b1Z - A !,NICK Tray) -VAVIV WttKLY -- LOT 1 Reagan Pointe - cl ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 20 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL) Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 4X4 =_ 139 mph wind, 21.77 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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 and other requirements. In lieu of structural panels use purlins to brace TC ® 24" oc. 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. TVA w G A`s LrJ/= ZAV kl\ U) Le 1-4-0 3J R=88 PLF U=19 PLF W=12-8-0 RL=7/-7 PLF d LPO g AN WW COMWLNY 240D IAte Onnje Dr. Suitt Ism 011311,111. FL 32E37 FL COA RO 273 12-8-0 Over Continuous Support Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 WARNI NGI • • READ AND FOl10R ALL NOTES ON TH I S MA!" NGI j 11/9IITANT" FURNISH THIS ORNI NG 10 ALL CONTRACTORS IIKLUDI NG THE INSTALLERS Trusses raeulra estrome care In rabrleat! V. hmdllng, shipping. Installing and brae)ng Roror to and r to latosl edition of OCSI (Wilding Component Safety Inforeetlon, by INand dTCA) for safety Pracll pea o do farming these funatlans. Install— shell provldv I*aporory bracing par OCSI. Unless noted atleral op chore shall Nave preparly allachoo structural sheathing and bottom chord still .vo a properly at!ach I old cot ll no Locations shoot for poreanent lateral restraint or e*in sroll row bracing Installed par r actions /J. I1 or d10. os ovvllublo Apply pl atos to ooeh taco of truu and poll tl an as slam!— and he Jot rat Oot all s. unless hetpd otherolso Refer to drool nos 160M! for standard plate post it and Al pl ne. a dI vI sI on or ITV l ul l dl ng congptpnls Group I- shell ronda tberespocfor any devi ati on Trips coal no. any tenure to build the truss In <antorsunco alto ANSI/TPI 1, or for hendl l no, sill apt no, nst.11ollon A placing or Ims_ sail on Olds drem7 no K COvef AMM Iletlng Old dreal R/. IIYI nt66 eeeaptales e pfbfMelonel englrrrt AN esptrlsl Oillltyadlelyforthedealplslloml. The wl 1.0 11 ty e1W use pI Old s arch! rp rpr airy strwW I I s espaW aI Ily of the (lul l dl no goat Olar per ANSI rt 1 I Sac.2 For earn 4AforeatI an So* thls Ieb's oeheral notes peg* and these deb SO I— ALPI HE aso of at net to cod: TIN sto. tpl nst. ore. aTCA aaa sW4 d-try. cod. I CC — I ccsaf.DouQ 3X6(C5) % 1-4- 0 E a- X sl- NO%'4" F•.;cLOR\4P N S/ ONAI E 2/-/-/R/- WILL 20. 0 PSF L 7. 0 PSF DL 10. 0 PSF LL 0. 0 PSF TOT. LID. 37.0 PSF DUR. FAC. 1.25 SPACING 24. 0" 3-2- 4 20-4- 0 Scale =. 5"/ Ft. REF R408-- 32925 DATE 11/ 06/17 DRW NCUSR408 17310506 HC-ENG KM/WHK SEON- 543594 FROM CH JREF- 1W5P408_ Z18 11 /06/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k lU437-/7511 - A kmt5K Tray) -UAVIU WttKLY -- Lot 1 Reagan Pointe - F1 ) Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 Dense Sot 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 4] W3X8 4.25 L 1.25 61 W3X8 3.50 L 1.25 13] W3X8 3.00 L 1.25 3X8 ia- 0-8-0 3X8[4] a 3X4 = 3X4 =_ W=3X4 s T 1X3(R) a 3X8[6] a 3X4 a 3X8[13] W=3X4 i= 1X3(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. Truss must be Installed as shown with top chord up. Is 0-8-0 1 140 T10-0-0 1X3(R) is 1X3(R) E3 0 16-8 29-10-8 Over 2 Supports 1nminu1 R=988 W=7.25" R=190 PLF W=11-11,". sS FI ,-Ah Design Crit: FBC2014Res/TPI-2007(STD) _V v Note: All Plates Are 1X3 Except As Shown. _jQj j0172.1!QTl_yx_ PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. 0 06 2/-/-/R/- Scale =. 25"/Ft. Q 1 o AH.100.AWY 24MWeOmWOr Suite150 Odtmd..FL 32837 FLCOA 00271 WARNING. •• gmIS AID rG TO Au MOTES air TIOS ownpw EWILL 1IiWTANT" i11RN1 s1I iMls ORA.I MG TO All eprtaAerppS IeKlI101.e THE INSTAlAERS. 1 TC Trusses rpulr• e.lre.. c.r. In raisrlc.I.ng, IlandlIhp, shlpping, 1-1.611n• and br«Ing parr t0 ans . 1 * L lhol.loa .alum or.CS1 (wu ding ca.oanmt Sar•ry lnror..0 m. by IN one Rp) for sar.ty practt Cod 4I • to p.rfoming those function, Instsll.rs shall p—ld. t..par.ry bracing par •CSI Ud—. holed bill .I top chord still hew proporly •ttachod .1—tur.l shoath•ng and botto. chore shall hove a proporly at , Iglu c.Iling toc.11ms shah ror p.raan.nt 1.1ar.1 r.slralnt or wbs shall law bracing Installd oar ,p . A ,• OL t1 ms •1. •1 or 610. as appl Icab$a APPIy pi aln to each fac• of buss and peal lion as sila•n stew ad • the Joint Dotal ls. u. this noted other.l s. •or.r to drool 1e0A.e fa standard plat. poll tl ma. i oup Ine. P.11 rot bo r.spon.lp. far any daaaton fra. th'fy OA••w OR1pP•.• ILL I d' 1 di ng components Gr /, At -pi 1.o. a dl vI s1 m of 1 but roaing. mY falluN to WIIO Iho buss In n:Onfor.enca alto ANSI /ipl 1, or ror hoMllnp. Mlppl ° •• '• OT. LD. lastallatimAbracingofI—s— ••.•o.•• w1 on I V dra d ro x ehit pp. 11.tt lg tone Or..l n= I m" cat...aa(.Iw a preh.0 arrl .IY111.ars 1W y%y Ss o H / 1 respallslIIIItywsatyfortMOoslTsll..n. Ttw wItWl Ity Who tee eft . dr"rg for ally strtic iIr• 16 MI. r spnwallty of the rllalg Deal gnar per A.slft•1 I sac.:. DUR. FAC. For der. tnfonvum =.his Iob. S general %tas page and this. we sltoos IW SPACI NG AL IHE1pin.l to. cad TP4 .tpinsl g. •ru secs Mustry ca•: 1CC: .Iccss-Dou la FlemingLic Number: 66648 40.0 PSF 10.0 • PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.00 24. 0" REF R408-- 32926 DATE 1 1 /D6/ 1 7 ORW HCUSR408 17310513 HC-ENG KM/WHK SEQN- 543574 FROM RF JREF- 1W5P408 Z18 11/06/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1tKJ/-/191l - A (ML$K tray) -UAVIU WttrLT -- LOT l Keagan I'olThe - 1-z Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :82 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.25" DL: 0.20". See detail DEFLCAM81014 for camber recommendations. Truss must be installed as shown with top chord up 0-8-0 T 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Defl ection 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] W4X6 3.00 L 1.25 15] W3X10 5.25 R 1.25 18] W3X10 3.25 R 1.25 19] W3X6 2.75 R 1.25 20] W3X4 1.25 R 1.25 24) W3X4 2.25 R 1.25 16" 16" 5-2-0 9-0-8 13-0-0 3X10[15] a 3X6 =_ 3X8 = 3X4 >= 3X4 = W=3X4 1= 3X6[19] = 3X4[24] 1X3(R) 1X3(R) 4X6[6] a 3X4 e 3X10 3X1O[18] _ 3X4[20] 1= 3X4 e 0-8-0 1-4 0 T +10-0-0 aA4 E3 1X3(R) e 1X3(R) lE 17-11-4 01E 11-11-4 _I 29-10-8 Over 3 Supports 0lenuwj R=909 W=7. 25" R=1911 W=e\ P S F12ASo R=563 W=7. 25" Note: All Plates Are 1X3 Except As Shown. • 44e` " Design Cri t: FBC2014Res/TPI-2007(STD) • PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 ' 6 TY J XF -/2/-/-/R/- Scale=.25"/Ft. wARNI NGI •• Ka AND FOLLN ALL NOTES ON TM ORM Rol : • REF R408-- 32927Ili'ONTANT•• FURNISH THIS ORAa1NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS • : T/ L 40.0 PSF Trusses rputre eftreae care In fabricating. Handling, shipping, insl•Iling And br«Ing Refer to and r i TIC L 10.0 PSF DATE 1 1 /06/ 1 7tMI. eat tl on of SCSI (Wlldl nld Coaponont Safety Infarl ptl on, by Tpl and A7G) for sorely pr«IICM • • to perrOl•1nQ these n.n<11oM Installers shall prwlae lea0er.ry bracing per afl I/NKs nelea oIMM • ;ZATEEtopchordsMIIMvoproperly •tt«hea structural sMething and be toe chore stud Mvo • properly Attached • 11911, l gld Coiling L«.tl ens fhwn ref permanent Iater.I rest rut Rf eebs sMll Mva brad rug Inst alley par gC : DL 5. 0 PSF ORW HCUSR408 17310528 I' s«dons •s, •T or •10, As applicable. Apply plates to each race of truss anal position as shown above Andw In. Joint Ootalls, udess roles etMrNse. Rorer to drastngs IWA-Z for standard plate posltlena. •e • e//e''/ O`OP• •• Q Y O At pi no. A all or IT• •ulIdig CoiOnL is Group IK that rot be ra p-.iao for any devi.11 rr0• ( 011lsssw e S ` •- • LL 0. 0 PSF HC-ERG KM/WHK reel ag, any ran ure IC Out td IRA truss In <anrolppn<e al Int ANSI/rn 1, or for hondll np, and ppl rug. , gg••pR AN n1N 0OMPkM Inlet l atI on A bractn@ of tresses ewl p «Cap p1 4, S OT. LD. 55.0 PSF SEQN- 543571 zrgoLatechulgeOT.Stmelse reapntslslitiy sol*11 for tMedos ' Ilabnro ie out1AW itr of Iliisaoffoor~any strie1 Iuro1 ilSNi ,a'hS/ N DUR. FAC. 1. 00 FROM RFIeaporW6111tyortheOutlalingOwlgherparANSI/Tp1 I Sec : 'W/ djob. FLFLCOA 273 ALIHME:—I0pinalt: oa: T:.'°... tpl 1ouprgeneral hot as Irf1"-, Icc: sea Iccs.f. SPACING 24. 0" JREF- 1W5P408 Z18 FLcvAro_Ts r . Dou la Fleming Lic Number: GGG48 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1C43/-1i:)iz - A krAuK Tray) -UAVIU WttKLY -- LOT 1 Keagan 1'oonte - F3 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.39" DL: 0.28". See detail DEFLCAM81014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. J_ 0-8-0 2x6 continuous strongback. See detail STRORIOR1014 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 4] W3X10 5.25 L 1.25 61 W3X8 4.00 L 1.25 151 W3X8 4.00 R 1.25 16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 17.625" 10-6-0 -0-0 1X3 IA 1X3 m 1X3(R) 3X10[4] a 1X3 in 3X6 a 1X3 III 3X4 W=3X4 a 3X10[16] 2X4 m IRMP FPPPPP' ri 3X8[6] e= W=H0312 a 3X4 a 1X3 III 1X3(R) 4X6 e i de 19-11-10 Over 2 Supports R=1084 W=7.25" Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauae HS. Wave WARNI NGI • • RM AND FMM ALL ROTES ON TW S ORARI WA IIPtlITANT•' FORNI SN TNIS OMWI NG TO All CONTMCIORS INCLa01N0 THE 1NSIALLEAS Trusses revolt. aslreY Care In fabricating, handling, snipping, Installing and E acl,q. Rarer to und fol t:. latest "Itlm of SC$I (W11ding CaaponanI Wait, Inforeallonand Q , byTPICA) for safety Orecii— O to chord ha tires• functions Inshata sts churl prwldu lenoorary br«1ng per ell IIM property attache tope11ar0shallMv0pnNlarlYaiIorstructuralsacralnl ,tg and bottom Cbrll shall have a OinstalY attache, b Ig10ce111,1g recall ohs .been fa perunaIy rat t_ restraint ntor woe shall nbau Ir«Inp installed per ion. a], a1 or a10, as aOPllub.:. Apply pl ate> t0 each pN of buss and poll tl an a> >hwn avow and O the Jol nl Wtai l S. tall ass noted othoM se. Rorer to drool nos 16OA-2 ref standard plan post tl one. Q p0 AI of ne. a O vi s1 on of 1 TO W I I d1 ng Caapo„onis group Inc shell rot be rosponsi bl o for any awi at 1 on frog real ng, any far 1 urs to WI 10 tea truss 1. Conforaanca .I In ANSI /M 1. or tar nandl I no, snl pp1 no, iY ANIrwcomsolnslet 1.lt an a br«I.9 of Iry saal on thl0 dr al no W clever PW I I all no tM • :,rr 1p l hall CRtes eWptence of pfafeeW raid •ql ltaarl n raSpartflbllltYSWatfartipaniona1ta,Nt 111a wlteW lily e110 1m of tAls lerea7ro for Yry atIVC11P0 la 2400 We (hange Dr.. Suilc 150 reepsol p 11 ty of the WI I ding 0-1 gnar per ANSI /M I Sac. 2. Odando, FL 52557 For von InPoraatrm se• this lob's general pa" paandthese eau sl Ias: FLCOA90273 ALAI NE: ten, Wanalta co•: Wl: a e.tpinst.org. •fCA- aw Owl ndu>t ry. coa, ICC ew Ica>af•[)pyl 3X8[15] 3X8[18] a R=1098 H=H1 0 ' 6VAL Tf, tL 40.0 PSF k WATE TIC L 10.0 PSF 9 ••• F Q' •• DL 5. 0 PSF y 0. r '••. LOR\.••• LL 0.0 PSF 4 tr ''•• I OT. LD. 55.0 PSF S/4NA1. wW11Nf101W11111+1l DUR. FAC. 1.00 Fleming Lic Number: 66648 SPACING 24. 0" 1-4 0 10-0- 0 Scale =. 375"/ Ft. REF R408-- 32928 DATE 11/ 06/17 DRW HCUSR408 17310529 HC—ENG KD/WHK SEQN— 739485 FROM RF JREF— 1W5P408_ Z18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR l 10431—//,IL — A kMOK lray) -UHVIU WttFLT -- LOX I Keagan rolnTe — r3H Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP H1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.39" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Truss must be Installed as shown with top chord up 0-8-0 1X3 ill 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X10 5.25 L 1.25 61 W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 17.625" 10-6-0 -0-0 1X3(R) = 3X10[4] s 1X3 11 1X3 B 3X6 _ 1X3 10 3X4 _ W=3X4 = 3X10[16] _ 2X4 pl 1X3(R) I-- 4X6 Me ile 19-11-10 Over 2 Supports R=1084 W=7.25" 3X8[18] _ IwnmeuluR—_ at I PLF W=2-0-0 f10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, Wave FT/RT=O% O% /O 0 15. 0TV. 2/-/-/R/- Scale =. 375"/Ft. v wLJ O4Nthe 111N COMAWY 24O0Like (AatgeDr. Stutc15O wARNI NGI •• into AND Fgua ALL NOTES ON TIOS OIWINw IMPORTANT" FURNI SH THIS ORAWIK TO ALL CONTRACTORS INCI W. LYOTHE INSTALLERS. Trussreettl re Ulreae car. I n rabrl call ng, handl I ntg. shi ppi ng, l natal l l rq and brace ntg. Rer.r t. and ( 1 the Iatesi *of IIOn of aCSI (Out Idlno Component Safety Iafoneatlon. by Tin and RCA) for safety procticef to prforel ng these fttnctlons Installers shall provide teaporary brecl ng per SCSI Ynleas nt.led other el top chord shall have properly otlaChoe slrVclurol shcathlog •no botloa Clore shall have a properly all 101e cell ing Looatl— ahaan for p.raononl leleral rosinlnl of ..bs .11 have b—Intg Instell•d per lions p. Rl or 01O. as applicable. Apply plates to each face of truss and lost tlon As shawl lb— am Joint Oetalls. tw ess noted otherud so Refer to dreaings 16OA.2 for standard plate posltlona AI p1 no, a dt vt sl on or I Ta Su11 d1 ntg Coopmcnt s Croup Inc shall rot be raspenal bl o for an ddvl •tt on frog m p uro,p obailn OatTh@ buss In Centered,— * I th ANSI .TPI 1. or for roMl l ntg. any lnsool nng. anyppl ag. axa p1 p t ampnslpl It the aol al drool yO CXnm0f thedaspl Ilan penTffno N w t1IR/l tyroirnd npaof1MtaWMhgffwatmYatrvoiwtWeltyofthelWlIdlnq Dealgllor parANSIANSI/T I t Sm.2. A ATE • ii'1 • • r w ..L O C _'•••• O` 4 e`(` 08011•• v OR ONA TYtlW1111 TC Lw L DL LL OT. LD. 40. 0 PSF 10. 0 PSF 5.0 PSF 0. 0 PSF 55.0 PSF REF R408-- 32929 DATE 11/ Ob/17 DRW HCUSR408 17310525 HC - ENG KM/WHK SEQN— 390006 DUR. FAC. 1. 00 FROM RF SPACING 24. 0" JREF- 1W5P408 Z18 Odxkjo,FL 32E37 FLCOA00273 1. Infac llon sa thle )W. garor.1 nott.. page and these who at es ALAI HE 1atnott. . T.Ilotnsl.org RCA- sbclntdoslry.con; ICC: .IecsAhDouala Flemine Lic Number: 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR 1l343/-//b1l - A (MlfK Tray) -UAVIU WttKLY -- Lot 1 Keagan Pointe - 1-4 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP p2 Dense Bot chord 4x2 SP N2 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. 0-8-0 3X4 e 1X3(R) __ 1X3(R) e 3X4 W=3X4 a W=3X4 im 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. Sheathing is required for any I ongi tudi nal (drag) forces. All connections to be designed by the building designer. 2X4 ii 2X4 li ime 19-11-10 Over Continuous Support R=109 PLF W=19-11-10 v •''•• • ••••,• Y/,' YNote: All Plates Are 1X3 Except As Shown. Q .•'J, $F'•. Design Cri t: FBC2014Res/TPI-2007(STD) , PLT TYP. Wave FT/RT=O% O% /O 0 15. 1.O? 06 0 TY. /-/2/-/-/R/- Scale=.375"/Ft. wARNI NGI •• W-OD AND FOAM ALL WFES a TW S aunNGl • TIC L 40. 0 PSFIWMT{NT" FURNIA• SHTHISDIRINGTO al.L CONTRACTORS INCLUDINHE G IINSTALLERSREFR408-- 32930 Trusses roRul re • strew care In fat,rtc•nrg, handling. shlpp,rg. Installing and bracing Ref*, to and f • * • the Iato'seditionofRCSI (Wilding Caaponent Safety Inforsaaon, by TPI end •TCA) for safety pr«ticea:1 L 10.0 PSF DATE 11/06/17 to III foraing theso run<l,ons Inslallars stall pro', tls Ieq- "' br«Irg per «SI unless noted .1teral I ap dare shall havo proporlY •tIKIM.W si ru<lurel slgatnl ng Ana t,oito• <Iara steal h.vo . proporlY .It« i v rl gltl It Laceitons anon for hharnenl lateral restraint oY seas stall have t,ract n• lln:% etl par .0. ATE • DI_ 5.0 PSF DRW HCUSR408 17310524 G IL—lr' U Ina Joint `.i0:a.' i.°'e' '::Iae°D'u.:r`1p u.:l waf;`aoL': `fa'tw.°tl a:: aoal"tl "a °o" and a.•'Fi OQ.•' LL 0. 0 PSF HC—ENO KM/WHK Alpine. a a{ vl 3, on or , n wl 1 at Co•ponpnts Group Inc shall hot 0e responsl a e for any aovl .non fro• Ih Q Tad np, any fallura to Oulltl Iw truss In CphrollalKa al lh ANSI/TPI 1. or for handling. sh,ppinp, a. O^ •e• a Fss OT. LD. 55.0 PSF SEQN- 513101 AN 11'1NOOAAR•NY Irlslellall an { I —bracing or lruss.s. p KCp / p , / rebeat p nslwittY-1.'`l'y'rofb Mono T'lal- T. suls'Ility"'r10 Wa of tNLY10•ror ra•• •iNoiw i 2400Like OmrDT Suite150 r•sponslb114IV of the 0.10tling 0-1 line, par Naa/IM I Sec.2.=ITfltfiaWQ1W DUR. FAC. 1.00 FROM RF 0,ilDua. n. 31111 For acre Inforaatl on see thla Io.•s general hates pogo and these eat, Alt"' SPACING 24. 0" JREF- 1WSP408_Z18 FLCOA 00va ALPINE as•. alp, rott• co•. IN ea.. tpinst.arg..TGA: •••. 1-d-try Taco: «: we t ,c<sa-Dou la Flemin Lic Number: 66648 I w6nni7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 01MENSIDNS) SUBMITTED BY TRUSS MFR. i l54J/-//71L - A kMT1K Iray) -UAVIU WLLRLY -- LOT T Keagan YolnTe - FS Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 Dense Bot chord 02 SP #2 Dense :82 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.29" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Truss must be i nstal I ed as shown with top chord up. J_ 0-8-0 T 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bri dgi ng recommendations. Deflection estimate assumes composite action with si ngl e 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X8 4.50 L 1.25 71 W3X8 3.50 L 1.25 14] W3X8 3.50 R 1.25 16) W3X8 4.50 R 1.25 17.5 9-1-0 -0-0 3X8[16] a 1X3(R) a 3X8[4] a 3X4 Is 3X4 = W=3X4 _ 1X3(R) e H i P" M imi _"4" FPPPPP ;a PPPSII 1; W boM ppppp" W=3X4 B 3X4 e 1X3(R) a 3X8[7] a 3X6 a Le 18-6-8 Over 2 Supports R=1006 W=7.25" 3X8[14] a 0-8-0 1-4-0 10-0-0 rl 3X6 a 1X3(R) is 00— ; F/ C. 440006 W=7. 25" Note: All Plates Are 1X3 Except As Shown. SC; e•. Design Cri t: FBC2014Res/TPI-2007(STD) 14,E•'J PLT TYP. Wave FT/RT=O% O% /0 0 15. 2TY. 2/-/-/R/- Scale =. 375"/Ft. WARM NGI •• UN AIO FOLLOW ALL WOTES ON no pun WA FURNISH THIS ORA 1NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IIPORTNfT TC L 40.0 PSF REF R408-- 32931 TrusrNs reWl re earowe cara In fabricating. handling, snipping. installing nand Maclng Refer to ( 1 DATE 1 1 /06/ 1 7 and the latest edition of SCSI (RulI41ng Cooponent Safety Infornatlon. by TPI and NfCl1) far safety pr•Cll cep : L 10.0 PSF to perforwi np these functions Installers s 11 w—loo tneporery bracing per 6CSI 11.1— holed o1fte- top chord shell have properly attached structural sheathing and sotto. Chord shot$ nave a properly ail g e DRW HCUSR408 17310519arloldcotlingLocallonsshownforpereahentlateralrestraintofwebsshallhovebroclnpinstalledperA • • ` . DL 5.0 PSF Od po ThelJolntons •Oolells, nlesssnoteedl otherwise Refor` to Urasleach 160A L forsstandaandrd platepoll it on.onasIhownbOeO a"d ••• / • O ILL 0. 0 PSF HC-ENG KM/WHK Alolne. a dlvlalon of $TO Wullmng Coapaents Group Inc. shall not On responsible for any dwlallon rra in reeIng. any tilllare to build the truss In cmro ence with ANSI/FPI 1, or for handling, snipping, I`` R A• e O' `` wNe• SEON- 543577 ANnw AAig1NY Ima1n aim a sr.elng er truas.a. VS`1OT. LD. 55.0 PSF 1q Reespprof" R hltpl .IO Iit7~W oa'ireWo$nf$w11 ty 4aWMY yphr theeea 11slwans h. Thethi Rant ro's t I/•_ , 0w/A1 1 DUR. FAC. 1.00 FROM CH SoIIW of si reaponsl0111ty of the 0 141ng Owl ANSI/TM I Sec.2 'Nb".N!_ yt/111w4utiurpr 24MUkeDrawDr..Suite150 Our par SPACING 24. 0" JREF- 1WSP408 Z18 Orkildo. FL 32337 FLCOA00273 For eore Inronlal lab seo tills job's general notes Papa and these wee at tea. ALPINE. wee of alnelto. coo: WI: eve. tpinst.org, UTCA: was. abclnoelry coo. ICC: o00'—f-Dougle Fleming Lie Number.66648 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS a OfMENSIONS) SUBMITTED BY TRUSS MFR 115441-//731Z - A tmum fray) -UAVIU WttFLY -- LOT 1 Keagan Pointe - 1-6 Value Set: 138 (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. I 0-8-0 7- 3X4 1a 1X3(R) Ra 1X3(R) a 3X4 ows R=110 PLF W=12-3-0 12-6-8 Over Continuous Support See detail STRBRIBR1014 for bracing and bridging recommendations. Defl ection 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. Sheathing Is required for any I ongi tudi nal (drag) forces. All connections to be designed by the building designer. 1X3(R) a 0-8-0 1-4-0 1 - - 1X3(R) = Note: All Plates Are 1X3 Except As Shown. Q`,--••``' S,••.•`{/ F . Design Crit: FBC2014Res/TPI-2007(STD) V PLT TYP. Wave FT/RT=096 096 /0 0 15 1. 0630 .2 QT 1 L/-/2/-/-/R/- Scale =. 5"/Ft. wARNINGI •• READ AND FOLLON ALL NOTES ON Too ORMNG1 . • I IP01twr•• FURNI SN THIS DRAW NC TO ALL CONTRACTORS INCLYOI NG THE INSTALLERS O• T LL 40. 0 PSF REF R408-- 32932 DATE 11/06/17 T—ss rpulra aalrae. cAra In fWrlcaUro, handling. shlpplro, Inat•nlro and Uraclro Rafe, to.ntd I i * itheIONst •Glow or KSI (dnlldl Q Ca•ponool Safety Interest l on, by Tpl ono WCA) far sorely to it • •tt DL 10.0 PSF to performing these runcllws Installers shall provide temporary bracing per SCSI. Unless roleG al • • DRW HCUSR408 17310508 Iop chord shall have properly attached structural sheathing and boll' chord shell Novo a properly hat ' • lgld <alltng. tAC•tI— slaw for pa--t 1.teral r•strafnt or wbs shal have bracing 1mt•Ilad per S • ATE OL 5. 0 PSF 11I 111 J Ions S.. S1 or SIO, as split ICAN a Apply plates to each race or truss And post lion as mean also, ryLL• tIHJOIntDotalls. wess rolW otMMs• Rorer to drawings o I. hot eer standard for any vi.,Iw rfa' s_O ••• Atpfro, a di vl al on of 1 TO Sul 1411 ro consonants Greup 1 ro shot l rot 00 rospwsl N o ror lam` ALL 0.0 PSF HC-ENG KM/WHK SEQN- 543623 ANn'wOOMRWY O OP•••• toolro, any fellur• to build the truss In Cwfore0nca .I ttl ANSUTPI 1, or for handling, sNpplro, of I - swill TOT. LID. 55. 0 PSF A M IN dratdro •r txear gag• 11•tiro th1• analro, Indlate• tmleo of prdf•••lanlal .11pIII.aIq y(d'• N•••••••` raspw• 1 O111 ty •.1 al for the dssl •heal. The wl tWl 11 ty and Ya• of tld • drag ng far tlry •tN I DUR. FAC. 1.00 FROM CH 24MLACOnefeDrSuite150y P V'• a rospwsllot IIty of the SYlldlro Owl9mr par ANSI fWI t Sm.2. ONA SPACING 24. 0" JREF- 1W5P408 Z18 011aab,FLnonFLCOACO273Far ear• Infd—tlan sea this Jobe• general halos page and the.. aab so t.s: araNiulWAS ALMRE e. a.•1pihalto cow, WO: wwee,b e let erg. WrCA sclnducow.stry c. ICC. we.lec—DOU la FlemingLic Number: 66648 11 /06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR l I04J1-//JIZ - A kMCN Tray) -UAVIU WttKLT -- LOT T Heagan F'Olnre - F/ Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4 a 1X3(R) 1 0-8-0 T 1X3(R) a 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. I 2X4 01 A4 01 1-4 0 10-0-0 9-7-4 Over 2 Supports BIN I R=59 W=7.25" R=109 PLF W=9-0-0 1wu11AWigr1, Feee4 Note: All Plates Are 1X3 Except As Shown. Design Cri t: FBC2014Res/TPI-2007(STD) QV••--••``'•• • •$'•.% PLT TYP. Wave FT/RT=O% O% /0 0 15 1. .06 1. OT 1 L/-/2/-/-/R/- Scale=.5"/Ft. IIJ AN FrWOOMiMNY 2400LakcOrtopDr..S1iW150 ollmaa FA i> T wARNINGI •• ffAg AM FOLLON ALL WM ON TIOS OMNGI . • 11•gRTANT•• FURNISH THIS ORA.ING TO ALL CONTMCTORS INCLOOINC THE INSTALLERS . O• : truss•, r•wlra eatreSa ur• In rabrl e.tl rg, Mhel lrg, shI ppl ng. 1--.limp and brat. ng Refer le •rtd 1 • the IolasI Will on of SCSI CWIl dl rq C.yon.nt Safety Information, by TR and RCA) for Safety practl . * ; to perforce rg these functions. Installer, atoll Klnlda la.por.ry bracing per SCSI Unless rot« of • Iop chord shall have proporly attached structural She•t1H np and ballots chord shed Mvo a properly ati_ • ti Igld celling, locations shallot for permonant lateral restraint or Saba shall hew brecl.9 InstatlW per s i ATE idons •g. 97 er •Id. as appllc«la Apply plal•, to each roc. or truss and peal lion as zlte.o abew • the Joint g.l.11s, uN.zs noted otherwise. Refer to OrMngs 1a011-z rot Standard plot* vosl dons % e •.' At al ng. vry IM l alai WI ll tMirussot lncis Group I m Shot I hotonforlianc..6 1. ANSI T1 I be ror t o, q; I g, Si dppi taltt. on "rats Irrias(.Il.tla • braclrg of lru,sas .'•• .Z OR•''• pp aCeRp • a.•...•a rea oaitslwiI ; W'IN roI'e the 0«'ip••i 11• t!q tTR11••w tl •W /1 ty — "tam.It ffoTM• i rucgiun ii 'yiQ neponaallty of IM 1IIIdIn0 oaaplar Par am$fiR I See.2. NAI For .are Info m.11on :« this job's generalMA role. Pap. and IM:e ..b sl lase DDu la FlemioL wic tVumbeu' GG48ALPINE: amr apl rol I. <a. TPI aSa Ipl nst erg. RCA w sbclrtluatry cats ICC: naa.lceaa"a T LL 7.1 DL DL LL TOT. LD. 40. 0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55. 0 PSF REF R408-- 32933 DATE 11/06/17 DRW HCUSR408 17310516 HC-ENG KM/WHK SEON- 513069 DUR. FAC. 1.00 FROM CH SPACING 24. 0" JREF- 1W5P408_Z18 11 /06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 159J1-//71l - A (MtSK Tray) -UAVIU Wttr LY -- LOT 1 Keagan Frolnie - ru/ Value Set: 130 (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the Top chord 4x2 SP #2 Dense appropriate span rated glue -nailed wood sheathing. Bot chord 4x2 SP k2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 02 SP H3 shown. Lumber value set "138" 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. Truss must be installed as shown with top chord up. 3X4 a 1X3(R) ;s 2X4 IA 0-8-0 1-4 0 10-0-0 1X3(R) 3X4 a 2X4 1p Qi7 5-4-0 of°ic 6-3-4 Over 3 Supports 31 R=63 W=7.25" R=33 W=4" R=110 PLF W=54-0 Note: All Plates Are 1X3 Except As Shown. • S`•. Design Cri t: FOC2014Res/TPI-2007(STD) • PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. Od 06 T /-/2/-/-/R/- Scale =. 5"/Ft. WARNI NGI •• WEAD AND FOLLOF ALL MOTES ON TldS DNA•I NGI • T LL 40.0 PSF REF R408-- 3293411/4RANT•• iU1tNI SH WiS ORARI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses raeulre eslraea care In lebrlcatl.Ig, handling. Shlaplhy. Instelllhq and brads• or to aro 1 • lk _OL 10. 0 PSF DATE _11/Q6/17lndleastWIlionorKSI (gull dl np CaRponant Safety Inrorutl on, by T% ohld ITTCA) 1'or safaIY procil cef 1 to perrorml no these furctl on, Irotal l ors snelI prevl de loop—y Waal ng per KSI. Unl oss noted of • top chero still have praparly att-had structural sheathing and bell— chord sIW I he" a properly stteche • a Y NF Iola plllnp L«e11am anon Tar parmanant lateral restraint of win small have bracing Installed par A • ATE •• DL 5.0 PSF DRW HCU$R408 17310322 dons 61. •T or 810. as applicable Apply at ales to each race of truss and post it on es steal .beve and the Joint Details. unless noted otheralae Rarer to areelnps IsOA.Z for standard plea post it ons j0Alpine.Q ••F `/oP.• LL 0.0 PSF HC-ENG KM/OF al vl Sion or I build us I n Cons eredP $ atoll net M Me tin any i ppi ng. fr•R Ih L w • '•• O R •e•• rsalrlg, any Tslltlrm to bulls Ios truss In Canfarmarca .Ito ANSI /Tpl 1, or for M.ndllro, shipping. ro, 9p /s AN rtWODM$WY Irntallatl an a Bract hhg er trvsses p1 ' p •ee•0ee•• OT. LD. 55. 0 PSF SEQN- 543663 pal an 0IN; drNRlag ter Cheer oag.Ileheatting ` W I it' qs er is Orplrop`!x•e itvciir 1 °i 0NA1.E r"°°":b '°'"y r°r y ` DUR. FAC. 1. 00 FROM RF 2r00 Late OaW Dr. Suiu 1$0 reaparol bl I 1 tr of ile Ml I ill ng Oesl gnar par MIS$ /M I Soe 2. 011"FL 32837 For Rare Information see this lob's general holes peps and these wb p silos- WFU1011111 FLCOA90273 ALPINE: sea at at net to coo TIN... lotnst erg. RTCA sea. sbGndustry.com: ICC aaa.4a CeBoV la Fleming Lic Number: 66648 SPACING 24. 0" JREF- 1W5P408_Z18 11/ 06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 17J43/-//b1Z - A kMlSK Iray) -UAVIU WttRLY -- LOT 1 Keagan Pointe - FY Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "138" 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 r r 2 2-3-4 _I 1X3 11 3X4 a 1X3(R) a 1X3 it 1 7- 0-8-0 1-4-0 T + 10-0-0 ix II 3X4 s 1X3(R) a 1X3 II pE Lo-,I 1.3-2-8 Over 2 Supports am I R=246 W=4" R=116 H=H1 Design Cri t: PLT TYP. Wave 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. FBC2014Res/TPI-2007(STD) N FT/RT=O%(O%)/O(0) 141. IMPORTANT" FURNISH THIS ORAll NG TO ALL CONTRACTORS INCLROI NG THE INSTALLEas. j _ Y Istrussesrasulre •sired• car* In fabricating, handllro, shlpplp. installing and bra Raf r to .nd 1 1 / The letesi «l eon or OCSI (Wtldlno CORpmwat Safety Information. by TPI and RCA) for sooty prsctic« 1 • •• /``=,/ yCLr{( to purrom no ttwso functions Installers shall provide temporary br.cing per OCSI 11,0«s noted oI a top chord shall haw proporly at tochod str tur•l sloathl ng and toot loss chord shall have • properly allaeln • ATErigidcelllnOLosallmnssnc.n for poreenent lateral roftralat of sees shall haw bracing In 1 1M per Ions OS. O) or 010, as spit icable Apply plates to each race of truss and poll tlon o d,oa,n above and a I{I O the Jol nt Wt•IIs. us«s noted otheMse Rarer to dr«Ingf 16".2 for standard plate poll dons. e 1 0 At TO no. • dl vI sl on or I TO but 1 dl p CORpmonts Group I nc. shal I not Do responal a o for any dwl •u on rrbe i OAee, F(O R p' II LL L4 real no, any failure to Wild the truss I n conforsoMe al to ANS4 1714 1, or for handling, shl p /'s a ee AN nw commw installatlm a w•cing or truss. wl - q r•e•eR r.R•d 1 wl "this alvalp ar ewer papa Ilatlro thla alum indicates ranee x OfgT«el wl epllrarl y1qRCCdp1 9 GrespondaIItysonayforthedellTalnomnThewltaWfityanduseofthlsarealni; far any at—tu is 1 a I rya. !/O N 2400 Late (h=v Or.. sum 150 respasl et 11 ty of the NI1 lit ng Owl liner per AMSI /TPI I sec. 2. Orlando, FL 72857 per Nor. InforadlIon sea Ihis Iob•s ginaral notos page and these aeto sl I•s: UrglglWllN1 FLCOA00273 ALINE. m .1p1,w1 is co•. TPI see. Is..., ore, RCA wa...Induslry cea, ICC w lttsaro131. nil Fleming Lic Number: 66& 2/-/-/R/- TOLL 40.0 PSF k-DL 10.0 PSF B( DL 5.0 PSF ILL 0.0 PSF 6T. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24. 0" Scale =. 5"/Ft REF R408-- 32935 DATE 11/06/17 DRW NCUSR408 17310511 HC-ENG SCN/WHK SEON- 771650 FROM RF JREF- 1W5P408_Z18 11 /06/2017 THIS OWG PREPARED FROM COYPNTER INPUT (LOADS b 01UENSIDNS) SUBMITTED BY TRUSS MFR. 1l54J/-//,1L - A (NIISN Tray) -UAVIU WttRLY -- Lot 1 Neagan Pointe - Flu Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP p3 Lumber value set "138" 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. 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. 3X4 a 1 X3 (R) is 1 X3 III 0-8-0 1-4 0 7— + 10-0-0PU4ia 1X3(R) e 1 X3 Iu 2 -12 Over 2 Su is R=128 W=3. 25" s F/ • R=113 C / eI Design Cri t: FBC2014Res/TPI-2007(STD) a V • PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. Od 06 .0 /-/2/-/-/R/- Scale =. 5"/Ft. wARNINGI •• READ AM FOLLOW ALL NOT13 ON nds ORMNGl T LL 40. 0 PSF REF R408-- 32936IIRWTIINT•• FURNI SII THI5 ONA•I NO TO ALL CONTRACTORS INCLUOI NG THE INSTALLERS j plates roditl ealrtse care In fabrlGllng. M,MIIro, slmlpplro, Imlalllro and Or«Iro M(er to and f 1 • * DL 10. 0 PSF DATE 11/Ob/17IMlatestsallionof •Csl (WTI at ag Component Safety In(ol all on, by TPI and RCA) for safety pr«tl Cos •1 to perforr lng thus. functions. Installers shall prwld. l.tngor.ry bracing per •CST. Unless rotes oth—c1w • lop chord shall MVC property attached structural shaalM ng and boi lea chard SMII Mvo • proporly at taclle • • rlpia aII1 9 ",all— sheen Ior p.raahant lateral restralM oI eabs .11 have braclro Imiellad per so ATE •• QB DL 5.0 PSF DRW HCUSR408 17310518 tl ons 63. RT or 610, as .ppl lcatOA Apply or etas to each race or tress And pest if on as mbwn aW— and • O the Jet nt Oetal l S. ud oss noted olhoral se Rorer to dread ngs LDA.L for standard pl.'. poll ll an. j• •i Q po Alpine, a dlvlslon of ITV Building components Group Inc shall not be responsible for any dwlailon from th Q .• IC Q`o• LL 0.0 PSF HC-ENG KD/WHK draalro, any t.11ur. To build In. Irus, In <onformRmm<. el lh AN51JTp1 1. or I., handling, shipping. ^ •.•:•O, ``O• /.\ OT. LD. 55. 0 PSF SEQN- 739488ANITWCDMRWYImtellailonabracingorTresses .- peal M This dr.m111g er coins page T l.tl ag IN a dr.N Rg. I ndl Gates a=mptill" or pr Sal wl •1bl Marl lO hl i 1 9 r apul614 eel elf rbr the OhIP .I,a.I Tha wlleblllty eM Iw or t s tire: for ally e(rue mre la ry ONAI. DUR. FAC. 1.00 FROM RF2400WeOrangeDr- Supe ISO respenal 6111 ty or the WI I dl ng Owl finer p• AMI /T 1 I Sac. 2. Odanda.FL 3283T For more Infot,lalIon see thls lobs general rots: l WIs AL,, NE. ass 4dpinelle <o.. T l ee. Tvlml.e g, NTCA see sbc,no—t ` h"' 1cbc:'le`e".I<c.are SPACING 24. 0" JREF- 1W5P408_Z18FLcoAzlsy • Dou la Fleming Lic Number: GGG48 11/06/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. I, Ions/-/fD IL - A kmaN Iray) -uwvlu weaRLT -- LOT T Neagan Pointe - m.1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W8 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0 00 to 100 plf at 9.44 BC- From 10 pl f at 0.00 to 10 pl f at 9.44 BC- 116.00 lb Conc. Load at 0.81, 2.81, 3.69 BC- 1098.41 lb Conc. Load at 1. 29, 3. 29, 5. 29, 7.29 BC- 113.02 lb Conc. Load at 4.81 JT PLATE LATERAL CHORD No SIZE SHIFT SITE 1] W4X6 2.50 L 1.25 4] W4X6 2.50 R 1.75 9] W3X6 4.25 R 1.25 10] W4X6 2.75 R 1.25 4X6[1] e 3X4 a 2X4 11 2 COMPLETE TRUSSES REQUIRED F=======2 Nail Schedul e: 0. 128"x3", min. nails Top Chord: 1 Row e12.00" o.c. Bot Chord: 2 Rows ® 4.50" o.c. (Each Row) Webs : 1 Row a 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 Gw 4X6[10] a 3X4 N 3X4 III i le 9-5-4 Over 2 Supports R=3228 W=6" Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. Qry F-/2/-/-/R/- Scale=.5"/Ft. I •• HIS AND Fmlgg ALL lONTR a• tS 4 ORA•IMGI ;7IY4tTlINT•• fu GI SN U- AND N6 To ALL CgdTRAtN T LORAN NG THE INSTALLERSFURNISH L 40. 0 PSF REF R408-- 32937 Trasaes an r.bra<.ultg. • DATE 11/06/17 raetlar..alreee <.r. handling, snlpv„tq. Installing am er«a"g Iler.r taro r thethe latest edition or gtsl (wual nG consonant Safety Inr-11an, by TIN and eras) for safety pr«tires ATE i L 10.0 PSF a parfereing tt- fu«tlons. Installers shall prwide teeporary bracing per SCSI. Unless noted aIr r.t • Ins charo shall lave property aneohtd at-,.,.$ she thing and baud. chord shall have a properly all -• DRW HCUSR408 17310531 n ^ 0 , I gad caning. Locations sheen for permanent lateral restraa nt or Lox shall have br=42 Installed per . • tides u. eT or glee as .to I<ebl. apply plated to a«n race of baba .w plot late ita.n Low. wthalw. atalla. 610. noted Cab$* A "for to to dacha K* r Par P•'i DL 5.0 PSF HC-ENG SCN/WHKGIIvIU lg standard ptate poslf- positions d• OR` Al pi no, a dl vi as on of 117' w1101 ng Coapptptla Group Inc ahal 1 not ha raapenSl bl t for airy dtvl ai I on ffv tit a ri '• •• LL 0. 0 PSF AN ITw COMPkW ra.lM any tallurt to build Ili truss In <ontoreanoa .Ito ANSI/TPI 1. or far handl 1.9, shl ppl ng, $ ••d•••-•••d• y Inlet lal$an a bracing of trtasea OT. LD. 55.0 PSF SEQN- 771672 aaal 111IN;dcoaPdramlaslYygfarheNs or save' IlYlpenp t7baaw t1iW1, ty"S ua of tM dnCd'Mp Ma attucttn f 1 L DIV Dr. SUM 130 0<'1{. 1III of the Sw l dl tt; oasl gear per ARM/"4 1 sac 2. "'4MY801p DUR. FAC. 1.00 FROM RF SPACING 24. 0" JREF- 1WSP408 Z18 Orlando, FL 32837 FL COA 60273 or eare InfornatIon sea .the; Ions general Notes pogo and these see sIasALP, HE at pi nol I. Cos. TPI: t ,hat « •TcAA. sb<a ndeatr .- I« ltxa DOugln Fleming Lic Number: 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1G43/-//b7Z - A kNum Tray) -UAVIU WttFLY -- LOT 1 Keagan YOl me - tJ86 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 1 0-5-0 139 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 wi tli additional C&C member design. Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (R) W 3 1-4 4 10-7-4 10-0-0 3X6 2X4(A1) = 2X4 a 0 f` 5-10-8 t3f8 L<1-0-0"o 6-2-0 Over 2 Supports at ilmuw R=307 U=43 W=3. 5" R=205 U=30 W=1. 5" ,`Qf s O ••v SF••• Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.0 6 0 TV F-/2/-/-/R/- Scale =. 5"/Ft. v d po Nr AN nweoAu+wY 14M Lake Omp Dr. Stine 110 wARNI NGI •- •.AD AND caw ALL Moles ON alas ORMRGI ; I ap "A"r•- FURNI S. THIS OR.•1 NG TO ALL CONTRACTORS INCLIIOI NG F E INSTALLERS. a Trusses requlre %lraaa care In raNrlcatl ng, N,Wllp, ihl ppl llg, IMlal I1v And NKI„p Mrer 10 and r wt • tM Ioast wIshoo er "Sl (wlldlnp t:e.panen; spay Inrer.Rtlon, ey TPI and .TGA) Ter savory procUcoa t w percoral no these renctloas. Installers sMll proWde teepur•ry eracl np per KS1 Unless rated oihrnl • lop cord SMII Mvo Oroporly altachW structural shasthlna and Iello• cord atoll he— a prawrly it • Iola celllnp tJoatlom slo.n roc per.aneni utar.I r.ainlni ar a.es atoll Mva erKlnp Inst.nad Ier A • u ens a, n or no, as ,ppl 1 caul e. Awry vl ass w eKn rKe er tress And peal a an as sle.n ateve •m • • the Joint Pettus, Iaeess note oth1*%so Rarar w draalnas IeOAa Por atandaro pl.te poslttons. Alvl,e.. dlvlslon or In bndl,q CGalaoents creep IK. atoll rot to responsible for any dovlatlon rrt• th a7 O••••;cC pR\OGP`•••` Amara, . aiiiy .oay°rp r i°i»e'ea°i e11. I:.°° iA athi0 t""w"P;,1 noot t.6 ar"° Ja a: i q"rr••aa$ariaworMWitla'r""i"." $,4ii s ONA-•``_ Q reaponsl bl l l ty or the ft ldl na 0-1 Der per N61 /f 1 1 sK.: 4f111WW1pV10A TC L 20.0 PSF L 7.0 PSF DL 10. 0 PSF ILL 0. 0 PSF OT. LD. 37. 0 PSF REF R408-- 32938 DATE 11 /06/17 DRW HCUSR408 17310520 HC-ERG JB/DF SEQN- 90475 DUR. FAC. 1. 25 FROM CH SPACING 24. 0" JREF- 1W5P408 Z18OdasUFL72171 FL COA 90773 e ta.Inre,aa,0 s t 1e Ic••s pa,era0 — Pape And 1M.. eat, slIes ILLPI NE la Its eo. TPI tpinst.or•, •TCA• sKlndustry . ICC: .Icc—eaFleming Lie Number: 66648 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS M. 1tl93/—//blG — A (MISK Tray) —t)AVIU WttKLY -- LOT 1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: rot me - t.3tic Lumber value set "138" uses design values approved 1/30/2013 by ALSC Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 3 r- 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere in roof, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi (+/-)=O. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Left canti I ever is exposed to wind See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (R) \% 1-0 10An + 10-7-4 ul 10-0-0 2X4 (W) 3OA-0 2X4 m r1 Of3t8 4.-W0 ile 6-2-0 Over 2 Supports - 1 1-7 14 R=240 U=9 W=3. 5" R=213 U=31 W=1.5" s F`A- o Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.0 6 0 TY F-/2/-/-/R/- Scale=.5"/Ft. WARNING(RM AND FOLlp All MOM ON TIPS DRWWA IIPMa"' FUwNISH THIS ORA•ING TO LLL CONTWTORS INCLUDING THE INSTALLERS T1r L 20.0 PSF REF R408-- 32939 Trusses ream r• I rabr& h•adl 1. I I Rarer r • 7 DATE 11 /06/17 str•r car• n cat& ng, 9. shl pal rq. nsgn ng and wac& IV. to ano f I" latestwl tlon ar = (Iwndulo Coapo.wnl safety Inronsollon, by Tpl and.TGA) for aoroty Practice, ; TC L 7. 0 PSFC to porrar lnp these Tua:tlons Installers ,hall provide I•tporary braclro per IICSI. u,daas hated ethwol lop Chard shall have properly attached structural sheathing and boltoa chord shall have a properly att ATE DRW NCUSR408 17310521v Ole co&n,p loc•llan swan for paraawnt at roalralat or win shall have bracing Installed px -o•• • OL 10.0 PSF G 0 O oohs •s. •1 or goo. as applicable. Apply Poets to each race or Irons and pose t&on as ,Mown Above eve 9theJolat ,reuse u wow elver,-,. Rear to araelnps lea-t for standard plate positions Qs QL •'C OR'OPi••• M pl w. • dl v& sI — or 1 T• •ul 1 d1 no caapaa to croup Inc soul l vet be rogp i al o for say dove al l on rs t 7 • ILL 0.0 PSF HC-ENG JB/DF raw ng. any tau— to build me tress &n cwtorwance with ANSI/TPI 1, or tar "noting. shlpping, •••00 •N•• F VANIrWODMRWYtell.tI on • braclnp of trasa•,. OT. LD. 37.0 PSF SEQN- 90476 ng •Key Ng AAsealanrsponsM11tyNdressygfbrtM `d•.pi°o,'. 11a11'e.I1pg this wlteal ll ty aM wa or tM •nG. roro/Ma anystrour'i Ire f,ANf FAC. 2400Lake OwrDr. S"Ic150 respmslblllty of the 1WIIII tg 0w1gaar por AI9sInV1 I sec a. TMUIWtuata DUR. 1.25 FROM CH SPACING 24. 0" JREF- 1W5P408_Z18 Od"b,FL 12837FLCOA0027Sor wore Inforaat&on see IN Jdo- , goaaral holes asps and these wab slto%; ALPINE: al of nal the cow. MI lot as org: R.,i CA ntkmtry coo, IM &ccs&F*Da gja • Flemine Lic Number: 66648 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED SY TRUSS MFR 1593/-//b1Z - A kmtlK Ira)/) -UAVIU WttxLY -- LOT 1 Keagan Pointe - tJ7 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.K toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5), toe nailed at Bot chord. 139 mph wind, 22.10 Ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 4.50 ft from roof edge, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=169 U=81 R=127 U=0 2X4(A1) a 1-9 1-4-03-J i16- 7-0-0 Over 3 Supports at R=360 U=61 W=4" RL=124/-30 Z Design Cri t: FBC2014Res/TPI-2007(STD) T TYP. Wave FT/RT=O%(O%)/O(0) 15 WARM NGI • • READ AND FOL ON ALL NDTES ON T)O S ORMI NGI 7w* 7AT v I111'ORTANT•• FURNISH THIS ORANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reRul re a.trese care In fabrlcatlag, handling. snipping. Installing and bracing Refer to and I the Iseese edltlon of KSI (sWlding Caaponent Safety Inforaallpn. by TIH slide 1TTCA) for safety practices stoperforaingthesefuctlonsInstallersshallprouldetelporerybracingperKSIUnlassnotedoil— tap cord snail na- properly alla<hod alruclural :ho.thl ng and bol ton chord shad he- a proporly at toc i fluid ceiling Locations shawl for poraonant lateral restraint of soM shall new bracing Installed per, A e n11'' the JolntsDet lla unless noteds Role orMrwls* Refeofrs to to winggs achface of Zfor staannddarrd plate onposltylms ' an0 O ese. /A RRe sss Q0Alplno. A ell el sl on or I To out Tell nq Ctlapanonts Group Inc shot I not bo rosptmsl bl o for any dcel at 1 M frog t ' L O } `1 rod no. Rnr roe U... to build the truss In cooforeence altn ANSI/TpI 1. or for handllno. sill n a AN RW QOMAkW Imlan ati on A brace sg of basses p01 n0 i4 V eel4g aea wl on this dreg~ lg er caner papa I l stl p tut s Kaol lg. I MI "too "tallCe of prOTNal pIRI lentil f 0 A l reopens M 11 tY Ise al y for Ilia dasl gn or oen 11% wl tabl 11 ty and Use, of UII a ter" IQ for arty structure 1 • l _(_A' A•a•Y- M` 2700 LAC Dr.. Suite 150 respans: el I I Iy of the Nul I N no Ooal grlor per NISI /M I Sec. 2. 41pIp1Wt Or FL Col. 32737 AL/I HE: sw VTelrmeltocall.Weseseea, ttpi st.org. WM Net, sbclplmiust 1110P sae sl-es:lccsaf FLCOAR0213rDoti la Fleming Lic Number: 1 Flk/-/2/-/-/R/- TTC J-L 20.0 PSF VDOTILD. L 7.0 PSF L 10.0 PSF L 0.0 PSF 37. 0 PSF DUR. FAC. 1.25 SPACING 24. 0" Scale =. 5"/Ft. REF R408-- 32940 DATE 11/06/17 DRW HCUSR408 17310507 HC- ENG JB/DF SEON- 738902 FROM TH JREF- 1W5P408_Z18 11/ U6/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IIf4J1-//S1L - A (MtlN I lue Set: 138 (Effective Top chord 2x4 SP N1 Dense Bot chord 2x8 SP SS VAVIU WLLKLY -- LOT 1 Reagan FolnTe - LJ7A ) Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. 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(A1) m Special loads Lumber Dur. Fac. =1. 25 / Plate Dur. Fac. =1. 25) TC- From 56 pl f at 0.00 to 56 pl f at 7.00 BC- From 10 pl f at 0.00 to 10 pl f at 7.00 BC- 702.84 lb Conc. Load at 1. 73, 3. 73, 5.73 139 mph wind, 22.43 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 (r/-)=0. 18 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.22 ft. from roof edge. 3-10-4 R= 6 U=77 3-1 -3 0-4-0 7-0-0 Over 3 Supports so R=1241 U=307 W=4" R=1151 U= RL=77 H=H1 A Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. Ot. 06 2 TY. 2/-/-/R/- Scale =. 5"/Ft. wARNINGI •• RM Alm FOIAM All WTES ON n°s ORMNGI 11PORTANT-• FU N11 SH THIS ORASI SG TO ALL CONTRACTORS 4NCLOOI NG THE INSTALLERS TC L 20. 0 PSF REF R408-- 32941 Tsses rpulre e.tre•e car. I" rabrlcatlrq, Mltdtlrg, Installing xecl,q Refer to w ral DATE 11/06/17 s"Ivvin°. end h.' Iatoai edl llo" or SCSI (wlldl,q Comp— safety Information, toy TPI and ITTCA) for safety practicas L 7.0 PSF to Rarforml lq tMse f—tl ens. Installers s lI prml d. togwery br 4g per SCSI uMesa ,tiled aI W A cbro Mve properly atl•CRH alNtlurol sM•Ml,q and 0oila <Irord atoll Mva • prgprly aitac i ATE DRW HCUSR408 17310530N91lgleCoilingtpcallmsManforpormananllateralrosir•I nl or woa atoll Mva bract "p I"atellb Par A • DL 10. 0 PSF G ONF tMOJOIni°atallar unl•sa'"oted otMral%a Referito drael,I°sr16OA-Z far'se,Histandarrdd plate positonse°ow .n ea Q•.•• O ILL 0. 0 PSF HC-ENG KM/WHK AT pl fro, • dl vl sl on or I Tr SNI I d1,q CPpaltotl IS croup I nc. ahot 1 -1 be roapmsl of o for any dovl atl M rrt M reel np, any ral I uro to bui 1 d Ito truss I n conformance o1 to ANSI /TPI 1, or ror M"el I ng, snl Pp11q, C O Q `O ••• 4j • •• 1••G R> AN ITW COMiI NY Inatalletl an. brad "°of IrNaae, vv., s OT. LD. 37.0 PSF SEQN- 543604 24M Like OrzW Dr.. State 150 Asp n/ qr•aN°polltalWll ty ao1Mdrawly°1tr w dRspl l llibmt"0 Tr wl(adthlo "lity W of tMt"Oraal RYp°aM atrVetor"°i°If t raspawblllty of the Or1latllg OeslWwr per ANSI fTM t Sae.2. I/je_ / ONA` V rwrlwwl lo+ DUR. FAC. 1. 25 FROM RF SPACING 24. 0" JREF- 1WSP408_Z18 Odzo&.FL32837FLCOA XO 273 mare 1" far. A- sa.Inls IWI °Snare. , :etas °'°' a"e I." e°° "aINe' ALPINE: Iplnalle. <om; TPI: 1pl nsl. a.g; STCA: .aocltWualry. ce.: ICC. 1<esafep la Flemin Lie Number: GGG48 1 1/ 06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 9, IV43/—//71G — A kN10K 1 Value Set: 138 (Effective Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: UAVI V TTCtr LT -- LOL 1 Keagan NOl nie - tiff ) Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 1 0-5-0 7- 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 (a/-)=0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Left canti I ever is exposed to wind Deflection meets L/24O live and L/18O total load Creep increase factor for dead load is 1.50. 3X4 (R) % 2X4(A1) s 2X4 R-k0 lle 7-2-8 00iS LIC1-0-o:gt4f 7-6-0 Over 2 Supports R=355 U=44 W=3.5" R=262 RL=47 _/ 1-8 4 10-7-4 10-0-0 2-3-8 Design Cri t: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15.91 06 2 TY. 2/-/-/R/- Scale=.5"/Ft. WARNINGI •• Ka AND FOLLOW ALL NOTES ON TWS •RAONOI 11.41TANT'• FORM SN THIS ORA•1116 TO ALL CONTRACTORS INCLUOI HO THE TICL 20.0 PSF REF R408-- 32942INSTALLERS Trusses reaul r...I,— car. In fabrl Gtl ng, Mndling, Influ llnp bracing Rarer le f TtoDATE11 /Q6/1 7 shipping. and and tM Ialasi edlIlan of KSI (•allding Coap neat Safety Inrorsaollon. by IN and VTCA) to sorely proClloaf ; L 7.0 PSF p.rforaing AT— ru,lctlons. Instellers shall prwlde leetlorary bracing per KSI. Unl ass rotes et11Wa1 top chord shall haw proparly .I taclgd structural sha.tnl.9 and Motto. Chard atoll haw At praporlr .tt DRW HCUSR4O8 17310510lgldc.11ing. —.I. ens snP.n for p.ra -I later.) restraint at "as shall haW bracing Init.11.d par y aVATE . DL 10.0 PSF gI• Q O sections p. O or •10, as .ppllcobl- Apply plats to eaan race or Irons and post AT on as slalan Al an0 tM Jolnt atall,. W as, noted otMM ... Rarer to areaings 1e0A.2 for standard plot. Past tlona Li i rO • F • LL 0. 0 PSF HC - ENG KM/WHKNPIM. . dl vl sl an or I T\ Ik, dl ro CoaponanI s croup f ro. mal l not llo ro,ponsl to a for my dovl •I1 on f— to C O`O • • AN nw OJAAiMNY Ins°!•I /atlon A branyTot)ng otof"Iruss.tIATM truss In Canf_m* el to ANSI/TPI 1, or tar ftoWl l no, ant ppl ng, 4 • ` OT. LD. 37.0 PSF SEQN- 543580 wl 1 M1 M Ytwl drawlpseefp KMO.sp 1 Ialvl 7M w Llibl f 1 tY'tlillldutiw of tNtfi"adr rofar••siliryO11•airucgiur't•. iiRi NM` DUR. FAC. 1.25 FROM CH 24MLAcOTtWDr-Suite150 r.aponslallty of iha 9W04SIro Osslgner per ANS1/1.1 I S« 2. FMFIIWWN SPACING 24. D" JREF- 1W5P408 Z18 WWII. FL32337FLCOAgo273Far acre Inf,—Ilon se. 1n1s Iob•s general notes page and these eat,`ties: AL/I NE ..e alpw ln.lte caa. IN tptnat org. RCA aae SWI ,ustry Goa. ACC wa Icca.r.D la FlemingLic Number: 66648 l I /U6/ 2U 17 THIS UK PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1t$4J1-//b1l - A kmtsm Tray) -UAVIU WLLKLY -- Lot 1 Reagan Pointe - EJBA ) Value Set: 138 (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 See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left canti I ever Is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 3X4(R) 14 2X4 01 3 1-4 10 1-11 14 0-1-6 rni cc: +10-7-4 T 10-0-0 2X4 m ow l-- 7-6-0 Over 2 Supports A Qltlllly I R=289 U=14 W=3.5" R=263 U=37 W=1 S 4O„- Design Cri t: FBC2014Res/TPI-2007(STO) 'w `r v • PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.0f 06 T /-/2/-/-/R/- Scale=.5"/Ft. WARNI NGI •• READ AND FOLLOW ALL IUTES ON TIOS awl NGI • T LL 20. 0 PSF "II/VtTANT'• FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • REF R408 - - 32943 Trusses reRul r• •suer core 1. fhhbrl p11 hg, Itandl l ng, Shi ppi ng. I train l l n° and tract hhg teeter Io end 1 • the latest edltlon of «Sl (wilding Component Sorely Inforeatlen, by VAN am WICA) for safely pr«Ilc•3 I i _OL 7. 0 PSF DATE 11 /06/17it to—feraing those functions. Instellers atoll Wwlde temporary bracing per •CSI Vnl e» noted of • lop chord Sn•11 Mvo pruporn Ior pa structural ral reing andnt or Aeb Clore shell love • vInstaly •Ilacll DL 10. 0 PSF DRW HCUSR408 17310526r1p10 <ellln0 LOCotl wz sown rr p•rrhhwt lateral reslrol nl or sobs stroll new erectbracing Installed INIr • • NF sect I ws •J. 87 or 610, as rpl Icabl e. Apply Pl atas to each face of truss W post tl en as ahoen above end O the Jot nt Dotal ls, uN ws noted oche-1se Rehr 10 dread ngs 160A-1 for standard plat• post it on3. d po Alpine. • dlvlslw or ITW Wilding C.AAAA is Group Inc Shall rot be rospwslao for any dwl•tlm froo to O '• O••• LL 0. 0 PSF HC-ENG KM/WHK re Ing. any rallura to build the truss In contarNence •t th ANSI mI 1, or for handll hl • ANIT' WODMpWY Inat.11.tlon A br•<Ihq er Iruss•s n°' ' ° ping' y4•('••. ••G•' OT. LD. 37.0 PSF SEQN- 543584 raSw• aIWuiiiraofiay°w tlh•iOas°i •Raillalvlro i1. :raw ay~:te bi of'ilusaa ddrew rq for swy aih: ctu'r'Y•iai ''! S`r/ONA y 24MLalcOUWDT Suile150 respnnslblllty of the WIIdlrlg D•Slgrr pr ANSIfM 1 Soc 2. `47gr_p. DUR. FAC. 1.25 FROM CH For Nora Inrorrtlon s a this Job', "W~~ I T" 011FLCOA " I AL I NE. •ph.elplholte cw. TVI .a• lotsl.or . WWrrci• w Abel Iccsll..•sI<csere SPACI NG 24. 0" JREF- 1WSP408 Z18 FLCOAg0273 °• DOstr la • Fleming Lic Number: GGG48 11/ 06/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 1l343/-//511 - A (MUR 1 lue Set: 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 VAVIV WLLKLY -- Lot 1 Reagan Pointe - HJ7 ) Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anyw erpsfn roof, GCpiRISKOC1TT II, EXP B, wind TC DL=4.2 psf, wind BC 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 1 T 2X4( A1) L.- 1-10-10 --j 9- 10-1 Over 3 Supports R= 318 U=143 W=4.907" Special loads Lumber Dur. Fac. =1. 25 / Plate Dur. Fac. =1. 25) TC- From 0 pl f at -1.89 to 55 pl f at 0.00 TC- From 2 pl f at 0.00 to 2 pl f at 9.84 BC- From 0 pl f at -1.89 to 4 pl f at 0.00 BC- From 2 pl f at 0.00 to 2 pl f 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 3- 10-6 3- 9 14 0- 4-0 Design Cri t: FBC2014Res/TPI-2007(STD) 'VW v • PLT TYP. Wave FT/RT=O% O% /0 0 15. 1. 0.4106 .0 /-/2/-/-/R/- Scale =. 5"/Ft. wARNI NGI •• RFAg AlO FOLLOW All NOTES ON TIOS ORAWINGI REF R408-- 32944 1INgRTANT•• FWNII SH THIS ORAs1NO TO ALL CONTWTORS INCLuoING TICE IHSTALLEas T ILL 20.0 PSF Trusses rwpulre extreme cars In fabrlcatl,ig, han,06M. shipping. mtalling and br«Ing. Refer le as 1 * DL 7. 0 PSF DATE 11/06/17 tn. I.tsst aaltlon or •CSI (•uilding CospaMnt Safety Inforemtl an, by. TPI Deno WCA) for safety Prato cos 1 to purforaing these runcllons Installers shall prwlde tosporary bracing par aCSI. Unlos rotes othorw • top chord SNII have properly at tschad structural shosthl ng and hot lox ~it shall have a properly spathe • • 1010 col l ln0. lnc•I1 one eh•ai tar persatent Isteral re tral at at wbs shall her• bracing Installed per so • ATE •• QB DL 10.0 PSF DRW HCUSR408 17310512 Y actions 07. •) or •'0. as spot Icoal e. Apply pi etas to each face of truss she post ll on as sheao above will Q O 2 the Joint Details. uVess noted otherelse Refer to drawings IWAQ for standard plate positions 9O •i 1`` 9 Alpine. s division of IM wilding Components Group Inc shall nol be responsible far any dwl•tlon free t ., /c Q OR LL 0.0 PSF HC-ENG JB/DF n. ing, any tallur• to build the truss In coiforaaeco with ANSI/TAl 1, or tar handling, snipping. g • ` • AN nweoMawv I,nt.Il.tlon . hraal,q of tra.,e,. ng axsp ' °°In°' tF '•••: •••• OT. LD. 37.0 PSF SEON- 739219 f 1 sI sl1016 ICJartotal ro hee'dest l gn t tsMw1'q t1he sw itll t I ty~rill tie of tNlt dree l at; for structure cttl a e G 24WLAle DrSmile raspoal0111tY or the hllillno Deal after per ANS8em I Seas t 0NAL VDUR. FAC. 1.25 FROM RF o N°p. FL 12817 For Infaollon sets IN I4b•S general holds bds page and these'•'1:•s` NEwas. SPACING 24. 0" JREF- 1W5P408 Z18 FLCOA00273 AL.1. 1WIl. . TPI: .tpl t g. •rCAsacind atry cos; ICc cosafe IDou la Fleming LicNumber: 66648 11/06/7-017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I, 11:143/-//b1Z - A (MUH li Value Set: 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense UAVIU WLLKLY -- Lot 1 Pointe - CJ1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 162::x3.5:: toe nailed at Tochord. Provide 2 ; 16d common nails 0.162"x3.5", toe nailed at Bot chord. T LP0 N 9 AN nW COMPANY 2400 We OrmV Dr- Suite 150 Odam%. FL 32937 6 2X4( A1) E_ LK 1-4-0301 R=- 366 Rw=24 U=34 T20- 10-b11 -3 20-4- 0 R=9 Rw=15 U=10 1-0- 1-0- 0 PXer 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 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5. 0 psf. GCpi(r/-)=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) FT/RT= O%(O%)/O(0) 15, WARNI NGI'' READ AND FMAJOV ALL NOTES ON TM ORMI NGI 1 NWTANr" FURNISH THIS ORAVI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rewlr• entree urn In rebel oath nip, hyndl Ihip. snl ppl ng, Install 1p and broel np Refer to end n by IstostodlitofSCSI (Wlldl np Cceptnsni Safety Infor-tlon, by IN and e7CA) for safety practices I o perfordno these functions. In:tdlers shall prwide Ioelsarary mein, per SCSI. Unless hated olhtsro W Zedshallhe— properly ott-had st ruclunl ahe.thl.g aid tOtt- chore anal hew a preperly .tloch Iola <el ling. L-4 ons an~ for porl.anont Isleral restr.l nt of a i; shall new bract n0 Instal l ad ParI aetlon,, 2. 67 or 610. •haa appl lCabl•. Apply plates to each roc• of truss and post Ilan as :hems about, a, he Joint Corel ls. a.asa led otherd so Refer to areal nips 100A-2 for standard plate post it one Alpha. • dlulslon or ITV Wilding Cuoponents Group Inc shall hat be rospenslblo roe any dad.tlon fros Zd ng, any rellur• to W110 the truss In <onfor—nce d I h ANSI/T I 1, r tar handl l ng, shl ppl no, W I•Ilan & brscl,q of truss•: sMl on / Ms waning r Coe* pgp Ilstl lip the• t/rsd ry, Ihlgl gtos •eeapt•I1ea of /reheat m•1 •hINI Msr11 O'ea, 0111 ty sot el Y Aar the Oesl T Whoa. Thy sal t WI 1I ty •nd ass oft • dri d np fr sny stfll< t I s eapolal to I 117 of the 8.1141 nip Cost Cher pr ANSI fM 1 Sec. 2 Fr Rare Inforeellon see this Job's general miss pso• and these eab sl les AL0h NE: eee dpl het te. coa. TVI aaa tat nst erg, RCA: see. abel ,rd-,,y can, ICC: eat, Iccsafe[)Ou3 VATE d C OR O.- RRt•.N nlaEwwma' Lic Number: GGG48 2/-/-/R/- TIC 20. 0 PSF DL 7. 0 PSF DL 10. 0 PSF LL 0. 0 PSF 6. LID. 37.0 PSF DUR. FAC. 1.25 SPACING 24. 0" Scale =. 5"/ Ft. REF R408-- 32945 DATE 11/ 06/17 DRW HCUSR408 17310536 HC-ENG KD/WHK SEQN- 739216 FROM RF JREF- 1W5P408_ Z18 11/06/ 2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & 01NENSIDNS) SUBMITTEO BY TRUSS MFR 1, l04J1-//JIL - A kM61( 11 value Set: 138 (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense UAVI U Wttr LT -- LOT 1 Keagan 1'OI nie - GJJ 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) e 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi(./-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=59 U=28 T21-10-11 1-1(-3 R=50 U=0 0-4-0 L 1-4-0-J R=222 U=45 W=4" t, F0RL=62/-23 1•`'sov ' 0.0 01* 8 Design Cri t: FBC2014Res/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=O% O% /O(0 15 1.04 06 .0 0 2/-/-/R/- Scale=.5"/Ft. M'ARNI NGI •• RFAP ATm FaL w ALL wrES a Tws PRIOINGI IVORTAlfr•• i1RN1 SH Tools ORMI NG to ALL CONTRACTORS IMCLYOI MG THE INSTALLERS. LL 20. 0 PSF REF R408-- 32946 Y f1 t 1Q ICY OIi AN rFW OOMiMNY 2rg0 We OTmv Dr. SuNe 150 OTltdb,FL 32E17 FL COA PO 273 70.T Trusses reoulr. 4.iraae safe In llobrl<atl,g, S11 l_. Shlpplro, Installing and bracing. Rarer to .Na 1 * tll@latest bl lion or PCSI (tsult di ng Caapnt.nt Sofoty Inforaall on, by TM and WCA) for safety practl Ca.tr to perfor•l np the r—tl ons. I.zts$tor, ,hole prwltlo t.aot rary brace ng per KSI. tntl Ks nolea of • slmanentalallateraltop <hortl ano hev0 praperly .Ito, permanent sheathing mend of sea Chard shall brae . praporlY aUaC11Qt % ATE irigidCoilingL.<etl ons shone to, poralonont l.tmerlol rent Tel nt of was shell Iu1vo brad np In.t.11ad Wr r S Kll tons sa, tsy ar s10. a, spot l<able. APPIy Pl lots, to aa<h race or trays and po,l to on me, ,hoer abovo a 0oneJOIniOetallf, unlea. noted otherwise Rater 1. dreainga 16OA-Z Tor standard plate Wsltlton. $,) .. F Qn, •• Al pl no, . dl vl al on or Iir gullal ng Coapondnls Gr.up ItK. shill not bo rasponalp o for .ny dculatlon frets 1 •' a Op1`O ••a• \ drael ng, eery fat l ura to build Ind truss 4. <onfortspace .I la ANSI /TPI 1, or for hand$ I ng. shipping. K I 411aU an a ersCl ng or trus,aa /L•ay.ats altsaa•• say.l tort thl9 dratslno er eovar Ppa Ilating thla drM1p IIWIa(N tsftlpttulee of Prtofasslallal .NRIIw/1a , J' raapnsl silty of sly. far too to.algn ar goo Th. y.Ml tI Si 2 .ltd Tea of the. drplp rN a1ry a(NCiW'a Its 1 , _ /Q(VAlraspaelaIIty .f thy. Ind 10110 oast Orr poor At61 /TPI 1 Sac. 7. „ u For tsOra Inraetsollon ... onto Tab's ganorlol not— P." mend lMi. —1 sl l.a q µ1Q111 u 1 NE. sae al PCats, MI: tieis. MI: ebme loll-1.org. Me- — 9.1nd-try <aa. ICC: see Icc,lor.Dou la FlemingLic Number: 66648 DL DL LL TOT. LD. 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF DATE 1 1 /Ob/1 7 DRW HCUSR408 17310535 HC - ENG KD/WHK SEON- 739215 OUR. FAC. 1. 25 FROM RF SPACING 24. 0" JREF- 1WSP408 Z18 11/ 06/2017 THIS DWG PREPARED FROM CONFUTER INPUT (LOADS 3 01MENSIONS3 SUBMITTED BY TRUSS MFR. 1tl43/-//51Z - A tmvi< Tray) -VAVIV WLLKLY -- LOT 1 Keagan Pointe - (;J5 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" 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) is 1- 1-4-0-J 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 4.50 ft from roof edge, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi (+/-)=0. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 T22-10-11 2-1 -3 R=89 U=0 0-4-0 Design Cri t: FBC2014Res/TPI-2007(STD) 'w `f ' -c • PLT TYP. Wave FT/RT=O% O% /0 0 115A1.Oa1 061 .0 Q 2/-/-/R/- Scale =. 5"/Ft. WARNI NGI •' Ka AND FOLLON ALL NOTES a no S CUM •GI IWORTANT" FURNISH THIS p4.ING TO ALL CONTRACTORS INCLUDING ME INSTALLERS T LL 20.0 PSF REF R408-- 32947 AN IrW MRANV 2400LtIFcOwrDr Swk150 Trusses r.Alre glraee <Re In (abrlGting, hantling, shipping, Insblll,g ant x.elnp R.fer la paleITlkIhalatesteditionorKSI (Oullding Component Safety InfoAetlen, by IN ant RTCA) for Safety "rota Cea1 to parforal np thew flm<Ilons Install— shall provide Ieoporary braolnp per I1CM INtl ass —1 Soat tap chard shell Levu properly .ltor pa eanv<tursl ShaolN nq..Ir ant of too,Sella <Shrd shot l have .properly dtlarlshaLavprssIVarocparstr—t latealraSlralnl or eo0s shall Now bra<Inp Installed per 10, as applicable. Apply plates to eo<h face or truss ant position .e ahem above IMJot Oet.II S, n"deaS noted ethohlse. Refer to dresings 16OA.2 for Standard plate positions Ipld c.. uv'any allure 1IWIIAI Idili rvss ln'aConror nCli InhaI/7PI1. cospfnslor N io nyN4 11e1 tpIM frtN1 in Irriaal.11.ilon a bracing or tr.ns.a np ReeRp a re Itfl m ity Wall YO: tM O.s I IaM.n tthl w tl ibl 111Ynta. of ii e.w i prioNaleveRt SnOP iw respanslblllty ofthe wilding psalpnar per ANSI/1P1 T Sec 2. 7 Ila•s.• 1or ATE ; 40//^' A .• OI,_ .••: OR•o `O:•0 e••ee ee•= G i DL DL LL TOT. LD. 7. 0 PSF 10. 0 PSF 0.0 PSF 37.0 PSF DATE 11/06/ 17 DRW HCUSR408 17310534 HC—ENG KO/ TFHK SEQN— 739214 DUR. FAC. 1. 25 FROM RF SPACING 24. 0" JREF— 1W5P408_Z18 011JDdo.FL " 7FL .102'7et For Bare 6nfonealIon Soo IN Jobs general notes page .na thase eab SO tea WUWPIIWuW ALPINE: —alPlnalt—oo. TPI: ee..tpinSI arg..rcA See—ndastry <ae. I« ew 1«s.raDou la FlemingLic Number: 66648 l I/06/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 0r, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 0r, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D. Kzt = 1.00 Or. 100 moh wind speed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Goble Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 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 U Q S P F H P q 1 / 02 4' 1' 6' 11' 7. 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' q3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 014' ' Stud 3' 10' 6' 2' 6' 6' 8' 1' e' 5' 9' e' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard J ICU S P D P L 4' 2 7' 0' 7' 3' 8' 3' 8' 7' 9' 0' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' q2 4' 1' 6' 1I' 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12, 10, 13' 4' 14' 0' 14' 0' q3 4' 0' 5' 7' 5' 11' 7' 5' 7' II' 9' e' 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' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U_ LJ Q rSPf LIPfl MI / #2 4' 8' 7' 11' 8' 3' 9' 4' 9. 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' q 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' It, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' e' 0' 9' 3' 9' 7' 111 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' S' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' Q1 S P D F L q1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14. 0' 14' 0' 14' 0' 14' 0' q2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' a, 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' q 3 4' 7' 6. 10' 7' 3' 9. 1' 9' e' 11 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9. 1' 9' e' 11' 1' 11' 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' d LJ L) O S P F H F 01 / q2 5' 2' 8. 9' 9' 1' 10. 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 014' ' q3 4' 10' 8. 7' e. 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 111 14' 0' 14' 0' Stud 4' 10' 8. 7' 8' It, 10' 2' 10' 7' 12' 2' 12' 8' 14. 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7. 11' 9. 11' 10' 7' 12' 2' 12' 8' 14' 0' 14. 0' 014' ' 14' 0' X d 1 S P D F L al 5' 4' e' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' ll' 14' 0' 14' 0' 14' 0' 42 5' 2' 6' 9' 9. 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14. 0' 14' 0' 14' 0' q 3 5' 0' 7. 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14 0' 14. 0' 14' 0' 14. 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12• e' 14. 0' 14' 0' 14' 0' 1 14. 0' Standard 1 4' 10' 1 6' 11' 7' 4' 9' 3' 1 9' 10' 1 12' 2' 12' 8' 1 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades - Group At S ruce-Pine-Fir Men -Fir NI / 02 iStartalordl 1 02 Stud N3 Stud1 03 IStandard Dou as Fir -Larch Southern Pine 43 N3 Stud Stud StandardI Standartl Group B, Hen -Fir tr rl Do u lag Fir -Larch Southern Pinellas NI rl 02 r2 Ix4 Braces shall be SRB (Stress -Rated Board). sror Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress Rated Boards. Group B values nn be used with these grades. able I russ Detail Notes, Wind Load deflection criterion Is L/24a 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. Ill IL Attach 'L' braces with lad (0.128*x10` nun) pals. able Truss K For (1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' O.C. between zones. Diagonal brace optbfv KWor (2) 1' braces. space rolls at 3' oc. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal L' bracing must be a mininun of 80% of web brace is used Connect member length. diagonal brace for 5250 each end. Max webat Br t-.)K)*K Gable Vertical Plate Sizes total length Is 14'. Vertleal Len th No S ice 2x6 DF-L N2 or I-S Less than 4' 0' % better diagonal Greater than 4' 0', but 3%4 Vertical length shown brace) single f less than 11' 6' Greater than 11' 6' 4%4 N table above.45or tloubin cut Call shown) at t Refer to truss design fort7common upper, end peak, spllce, and heel plates. Connect dlogona at ontlnuou Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above Or x gO le v rtl 1 gth. not addressed by this dotal. VAFJ4M3- READ AND fLLLOV ALL NOTES a THIS DRAVDO MOITANTas nAgNISM THIS WAVING To ALL CIDI RACIORS oCUIDDIG THE DISTILLERS. I A 8 REF ASCE7-10-GAB14030 Trusses reorA Ir estrame cars In fabricating, hnMYg, hoping,Installing end bra Ira Refer too follow the latest a= of NCSI (Nnadhg Component Safety lnf r tlon• by TPI ands Y7W far wfaty. 1, 0 DATE 10/01/14 practkas prior to parrorn.Y.p thaw funotbro. Installers shall provtle tenporaryY bra= per SCSI. { Wass noted other•Ise, top chard shah have properly attached structwl shestli.p vd bottom cno 1\ • DRWG A14030ENC101014alshallhaveaproperlyattachedrb1dcAIngLralmsshornforpenwnantlateralrestraintof •eb shall have weaq Inealled per Yf31 aectiv.s N3. Ny or NID. as ePW,ca Ie. Applyplates to each face ATE Q OA,LpU 4ortrussandposhtkinasshownaboveandanthe .loins Detass, uNess noted atherelse. •• • Refer to IGOA-2 for4b-*"Vs standard pate Gprooshttlons. D CtY.D IsKh I ner Ir Msi.dlp, w•. O/' a" ••a/aANITNCOMPANYqy.. fNw b.l Vvasnth confarnanc Mltl/iPl shgpYq ram as0a•• \' AX. TOT. LD. 60 PSF 19723Rrv•opo.ldive Instaaetlon a tracInp er tn.nsse: A sa•t a this awYng or cover papa astrng tl.bl A-at•p, Y.ati•tes acceptance a pro essbpl em any.orgsowy for W dacLn s/pea Tie n/t••Nlty •rrl ua of Ws A•asana E a.-.- y (l_(/ GN Q4 VvefvwonslrftYiv' •mY sins: !s W resporoslslty or W Y nO Desbrner per 11161/TP1 I SecE. Sidle 200 Maryland Helots. MO 63043 far rove Inforrotlarn see that Jab•c ynorel rotes pay and theca web cites+ tY MAX. SPACING 24.0' ALPINC. sesalpreKscav TPU ess.tpInstargh SCJ1. ess.cbCMustry.orgl ICP wesJ[CcaleargtjtAlt 11/06/2017 T' ReinforcingMember Gable Truss Gable Detail For Let -in Verticals to ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. 2X4 2X4 r2X Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member, with End Driven Nalls- 10d Common (0.148'x 3.',min) Malls at 4' o.c. plus 4) nalls In the top and bottom chords. Toenniled Notts, 10d Common (0.148'x3',min) Toenails at 4' O.C. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail For ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A11015ENC101014, A16015ENC101014, A16015ENC101014, A20015ENC101014, A20015END101014, A20015PEDI01011, A11530ENCI01014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 S11515ENC100815, S12015ENC100815, S14015ENCI00815, S16015ENCI00815, S18015ENC100815, S20015ENC100815, S20015END100815, S20015P S11530ENC100815, S12030ENC100815, S14030ENC100815, S 0 f4 S18030ENC100815, S20030ENC100815, S20030END10081 0 A See appropriate Alpine gable detail for maximum T' Reinforcement Attachment Detail T• Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nag 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. eb Length •Increase w/ 'T' Brace Example ASCE 7-10 Vind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP g3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Misr. Size T' increase 2x4 30 2x6 20 asVURNINOwa READ AND TO AL ALL TRIES W INIS DING THE A 70. 648 e IIPCdTANT$* fIRNISN tWS oRAVITG TO ALL mTIRAcroRs INELIIDING THE INSTALLERS. a v • REF LET -IN VERT Trusses raguIre #.twee taro In fabrlcatbq, handling, sT boNo, hsalling end bra War to a a follow the latest edltbn of DCSI <DutdHp Component Soft, In(orwatbn, by TPI ono" ieA) for Wet _ * DATE 10/01/14 pro *a prior to arfor 41% the$* functions. Installers shalt provide temporary brecbq per DCSI. a Is o 7 ass rooted otht-l", top Chord shall have proparly attached structural sheathing a bottom c CA DRWG GBLLETIN1014Shalthavebprlyattachedr1odeeph0. Location. shown for pernanent lateral restraint of web Q ; ATE ,: OI\ ( I doll hays bred Wtolled per sESI sections s7, 07 or 010, os .pWcebl.. roar aatea to each rote • i I I\_ _ _I I of ': Ond poambn as shown above and on the Joint Details, uNep noted otherAae. v Mfer to orewlAs 160A-Z for standard plate posmbns. /9 a• ^ t, MAIM. a dvtslun of ITV DWdrq components Group Inc. shall not be responsible far any devbtbn from •• I lo•.4, AN ITW COMPANY this drawing, any foaure to bid the truss 1n conformenco with ANSI/TPI 1, or for handling, shipping. O •. 4 0 aa• Ai(, TOT. LD. 60 PSF InstalletbnsbradmDoftrusses. r • aaaeraaea A seal am tows drawing or Corer pope gating this drawing, Indicates accaptance of profess4eol 13723 Rlverpam Chew respon9TM sooty far the de shown The suitability amd use of this a}awrq r4(`= t// e1 G\_ DUR. FAC. ANY Sven 200 for any s Is the respohelbllhty of , slid ft Deslywr per NISI/TPI 1 SeeE ""h^ Maryland nights. MO 630e3 for nor* Inforretbn see this Job's general note. ppsge amd these web altars MAX. SPACING 24,0' ALPINE. woalplmamwcom, TPI- www.tpinstargl SDCA, vwsbCbouftry.orgb Icc• vw.lccsafearg ec Flomina Tic um nr h(,GdR I / 06/2017 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0• ATTACH SCAB WITH 10d 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 NOTE: Details 1 and 2 Q 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 W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)100I BOX/GUN (0.128'x3.0') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.148'0') NAILS OR 4) 10d Box/GUN 0$28'x3.0') NAILS attachment methods O STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required IV to 20' 1 roe (at center of SPWO 20' to X 2 rows (1 at each In ts) 30' to 4013 roe (I at raCh 1/4 ts) er 40 ce rows at 10' of ts) All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting in an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). V J j ! I ATTACH STRONGxg TIAIIpTj/p11 TO BOTTOM CHOR 2) #10 - 3' S S= Ir STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES r • aVARNINGIss READ AND FOLLOW ALL NOTES ON THIS BRAVING • Q • w11VOIRTANTae fUbIISH THIS GRAVING TO ALL CONTRACTORS INUAMLNG TIC INSTALLERS. 0 648 • T LL PSF REF STRONGBACK FabwTrIlsses reandre extreme care In fabricating, hondUry, shipping. Installing and bracanp. Refer too 6 the latest edltla„ of DCSI (hAding Canponent Safety Inforretlon, by TPI aM SaCN far sofet • DL PSF DATE 10/01/14 proctic.s lMess prior to p.rf—,*V thew functions Install- Shell provide temporary bracing par BCSI. • top hove ' v V .hall 1 shop noted other.lse, chard Shell oroperiy attached structural sheathtrng and bottom c Irve o property attached rlpld c0lnp Locations cho•n for permanent lateral r.atraY t of .ebCf' Inw MOCLp installed par {CST sections .h, °r DIa ils apppca pates to each tote ATE B DL PSF DRWG $TRBRIBR1014 o lUl\vI1 ofOI\ trust and pos Rion as sho.n abov. a d m th. blot De t..s. u e.Ss rot.d ath.r.W. 4 y • J no dApplyot • I. LL PSF R.fer to drawings 16DA-Z fair st-A rd plate positions. 9 Alpine, a cMslon of ITV IhAdWV Conporrnts Gr—p Inc. shell net be responsible for any deviation from Ow •^/ AN ITW COMPANY thisinstollo O\O e`_` drawling, any allure t0 buld the truss In Con vmence eon ANSI/rPI 1, or for hor,dUr,p, c/iPPwna, /,w a 4 . Uon { braClrng of trusses. /' e e• T. LD. PSF 13723 WvaponDrive enpywrkp for A seal on this drawing or cover page Ucting this d'awYq, Ydlcatec acceptance of professional / ` ( •••••• responsibility solely for ter deslW shown The srdtabllty and use of this drewbng I u/ `_ any structure Is the responsibility of the AAdeng Designs per ANSI/TPI 1 Sac2 DUR. FAC. 1.00 State 200 Maryland Heights, MO 63043 For mee. reInformationseethisJob's general notes page and theweb cites• I1 ALPINE, wewAlpYrltw.conr TPI, wwe.tpins%AwVj SKA, w.slocindnsiryorgo ICC, wwwJCcsafeorg SPACING 11 /06/ 2017 Commentary Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag,' Avoids 'dips' in roof rigelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses 0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Notel The actua 1 ftdW ad may be considerably less than the de a 4lMcVZN&_ sVAp "U_ RCAR A" ful.Lav Au VOTER 01 T1R WAWM : O. 8 ; REF DEFLEC/CAMBPMTAHTufIRROSHTHISOb1V" To ALL CCNTM ETM MMUM 0 TIC RIS ALWIi • Trussws raWra wstrewe Cara ti fabrksift, hendbio hstalft and bra Refer too • • pffooYllllow tha latest ed"lon of RCSI tRnAdMR Cowpon•ne Safety Inforwotlsn, by TPI aM take for sor.tp. • DATE 10/01/14 INipknotas ed otherw e, sop chard shaltheselbpraperty attached Installersshallst—etwel AftsheoIltp and bp'oteowtcro s shot, have a properly attached = calling. locations shown for pe—anant lateral restraY t of C is ATE : DRWG DEFLCAMB1014 0. have bre" bstalled per RfSI sections G, R7 or Rio, as applicable. Apply plates to each face of It eed Position as shown oboes oho on the Joht Retails, Wass rotes O'~wse. A a• AHNRefstoi^awlnps 16011-: for atandsN plat, pesltbns, 9 a e Alplee. o dlvlslon or ITV RAkft Components Gra4 Inc. shall not be responsW for any drvlotlon from Q taw P p`O a el`/ ANrrWCOMPANYthydra.blg. any failure to braid the teas In conforronce afth ANSI/TPI L ar fen hardit, sfnbplep, IC •lea OR aewe `\ bstouotlonLbracbVoftrsses. •eee.eee ewA sseaer Ynopnrtthiissors..lata. ar cover usUV this a.wYnp, _Mcates acceptame of professbol 13723 RIvarpoll Orna for- eery siftcfre Is tirWNyresponsmslty of 11CA 6ACke Oesbmer Per At6IR I 1 Sec2. ofthis sane200jj11] l MaryloAdH"hts. MO 63043 for "ore Wo—atlon see this JWs Rnvral rotes page and these wb sites. w ALPINE, owalpesq s ftwcoTPI, www.U*t.ora ww s3Q% wsbcldustry.orasIcawweiccsofwarR l 1/06/ 2017 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15, - Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt In 1.00 On 120 mph Wind Speed. 15' Mean Height, Enclosed, Exposure D, Kzt a 1.00 Iry 100 noh Wind Sowed_ 15• Upon Heloht. Partlally rnrinse& rxnngx eo 0. Kit a Lfln S 2x4 Bruce Gable Vertical pacing Species Grade No Braces 1) Ix1 'L• Brace 1) 2x4 'L• Brace 2) 2x4 •L' Brace 1) 2x6 •L• Brace • 2) 2x6 •L• Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U S P F HF DI / A2 4' 3' 7. 3• 7. 7• 8' 7• e• 1 • 1 1 8' 13' 6' 4' 4' V14' 0' 3 4 . 1• 6. 7• 7' 1' 8' 6• 8• IV to' 1• IV 6• 13. 4• 13' IV 14' 0' 14' V Stud 4--1- 6' 7• 7' 0• 8' 6• B' to* IV 1• IV 6• 13' 4• 13' 10' 14' V 14. VQStaIndnrd S P D F L 4- 6• 7' /' 1 7. 8• 8' 81 9' r 10' 4' 10' 9 13' 8• 14' 0' 14' o• IC O• i2 4. 3' 7' 31 7. 7• 8. 7• 8' 11• 10' 3' IV e' 13' 61 14' o• 14' V 14. O' 63 4. 2• 6' 0• 6. 4 7. )1• 8. 6• IW 2• 10, 7• le 5• 413' • 14. V V• 14' Stud 4. 2• 6' 0• 6' 41 7. 111 e. 6• 10' 2' 10. 71 le' 51 13' 41 14. V 14' 0• Standard 4. V 5' 3' 5. 7• 7. V 7. 6• 9. 6• 10' 2' 11. 0' Ile IV 14. O• 14' 0• U L 1 U S P F H F III / 42 4' 111 8' 4• 8' 8' 9. 10• 10' 3' It, 8• 12, 2• 14' O' 14' 0' 14' V 14. 0' 03 4. 8• B• 1• 8• e• 9' B• 10• V I1. 71 I2. 1• 14' 0' 14• V 14. V 14. O• Stud III Be 8' 1• 8' 61 9. 8• 10' V 11' 7• 12. 11 14' e' 141 V14. V 14' VOStandard4' 8• 6' 11• 7. 5• 9. 3' 9' 11• 11' 7' 12. 11 14' V14. 0' 14' V 14' V S P D F L t 1 5' 1• B' 5• e' 9• 9• IF IV 4• 11' IV 12' 41 14. O' 14'-V 14' V IC 0' 2 4. )1• 8' 4• 8' B• 9' IV IV 3' it, Be 12• 14' 0' 14' 01 14. V 14' 0' 83 4' 9• 7. 4• 7. 9• 9. 9• to, 2•' It, 81 12. 1• 14. O' 14. 01 14' V 14' V Stud 4' 9• 7' 4• 7. 9• 9. 9• IV 2' 11' e• 12' 1' 14' 0' 14' 0• 14. V 14' 0' Standard 4' B• 6' 51 6' IV 8. 7• 9. 2• 11' 71 12' 11 13' 6' 14' V 14. V 14. 0' Q d x d UU t` N- 1 S P F LJ FHI of / 02 5' 5• 9. 2' V 6• 10. 10• 11' 31 11' 81 13' 51 14' 0' 14. 0' 14' 01 14. 0' 03 4• 10' Be 1- 1' 1 13 4' 14 14. 0' 4 Stud 5' 1• 9. 0• 9. 4• 10. 8• 11' 11 12' 91 13' 3' 14' 0' 14' 0• 14. 0• 14' 0' Standard 5' 1' 8' V 8' 6• 10, Be Il' 1' M, 91 13' 3' 14. 00 14. V 14' 01 14' 0' P D F L 01 5. 8• 9. 3• 9' 8• 10, it. 11' 4• 13. V 13' 6• 14' r 1V 01 14. 0• 141 V M2 S' 5• 9. 2' 9. 6• 10' 10• 11' 3' le, )1• 13' 5• 14' 0' 14' V 14' V 14' O' 43 5. 3• 8. 5• 9. 0• 10' 9' 11' 21 le' 1V 13' 4• 14. 0' 14' 0• 14' 0• 14. V Stud 5. 3• 8' 5• 9. 0• 10, 9• 11. 2• 12' to- 13' 4• 14' 0• 14' 0• 14' 0' 14' 01 Standard 5. 1• 7' S• 7. 11• 9' 11• 10' 7• 1 12' 9' 13. 3• 14' 0• 14' 0' 14' 0• 14 01 Bracing Group Species and Grades, Group As S ruce-Pox-FEr Hen-fY- Y1 / e2 Istandlard 1 1 Y2 Stud Y3 1 Stud 1 1 13 Standard Deximesses; Fir -Larch Southern Pherr LAd Y3 Stud Standard Group Be Hen - el s Btr YI as Fir -Larch Southern Pine Y e2 e2 Net &-pees shetl be SIM (Stress -Rated Bents rbror Ix4 So. Pie use only Industrial 55 or Indusirat 45 Stress -Rased wluBoards Croup B es na be used with then des. Gable Truss Detall Notes, Vinci Load deflection cnYterbn Is L/2406 Provldr uplift connections for 55 pif over continuous best" (5 pelf TIC Dead Loads Goble end supparts load fron 4. V outlookers with 2' V overhang, or I2• plywood overhang. 11blout Attach 'L• braces with 10d (CJ28'x3A' WA) states. bit Truss m for (1) •L• brace- space nateel at 2' ac. In IB' end zones and 4' oc. between zones. Obgornnl brace aptbn *)War (2) •L• braces. space notes at 7 sec vertical length nay be T In1B' end zorws and 6• ox. between zones. dotbled when d isCo nal i Be ite •L• bracing nest be a miMmun of BOX of web brace Is used. Canrect L reanber tength dlegon at brace far 4500 'L' at each end Max ebb Br ce Gable Vertical Plate Sees total length is 11'. )tell, Vertical Le tin No Ice 2x4 W-L e2 or I Less than 4. 0' llf4 or 2113 better dbgonal T- * Greater than 4' 0' 3101 Vertical length shown brans skgle I h table above. ! 45• or doubt. cut 9' as shown) at L 1 /O Refer to connon truss design for st, i upper end• peak. space, and fell pWtes. i onttnuau / O Refer to the Bulking Designer for conditions Cornett of vertical web, Refer to chart above or x go e v rtt le tin not addressed by this detas. wwVAOMDIG- WAD AIID take" ALL IQI[S BM THIS 11• • meatT, rii.. FUMM Tate WAY2016 To ML CM$n n = OCUM r. THE DW LLM 7AT s REF ASCE7-10-GAB14015 Trrssoa rp ho osVeme con h fabrkotbnp, ,,•^,te),0. W bra bier b .nd • i lama the rarest eartian of nsI (Yite n af•`ty i o.niaaitey. Tomrwraynd for safety * :DATE 10/Ol/14 ono on lemur to perfarwNe thr.e fnctlmL Installers shale pr: yft per . cell •DRWG A14015ENC101014 lYieasrotodathsrelaw, tap tier• sh e" hew properly ottocWd strue4r.0 shwa bottom c • ia,shalelawamapsrlyatt.Wd eWd cN1ny Lontbu slows for pernanam ratan, restroM of .vbs : 11ff177111 1 dale how traeMD YetaW live MU sections IL 57 or IM as =::'a la Appl1 h#ores fo sown Iace • d t 0 1 o iris W p oaltbt u sham above W on the Joint bou4, uiiess rote• ollwaYe. a IFbfeeto4106e.Os 160II-2 forr alt fir• ptou fp ospflplsns. sale • P ANMCOMMMYtNslmr. a division of INashime l had bve w aronfarsinchelltrat to rostoartslesilest PIafar any vhpVar fry OXaaa OR`'ea aetauotiin a bracbea of, t.ta.we. y4r r ••.a..•• AX. TOT. t_D. 60 P$F A seal a" ,hia d.eeg or cO.w IttMO o d•..b hntatss .ee.pawo " prwf.w.l.l -q s,, - t) ite 200 rpan OAvs .roM est Veraspne Qb sdsly M «Man when. Tie 101or = w w of .JL MMnD /I V Suite p0 _ ap winvC Iv 1N tFs Yea Dhalpnn.r opo»psllhmiTn1 seb - MsrytendHoghm, M093M3 yt,cw T DWi.at tpM inp10 T1rM •aoWsOeYninsvWy .Y ufenyMAX. SPACING 24.V t: 11/ 06/2017 RECORD COPY r D City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 7- 3 5 3 3 Project Location Address 1 ca(WCJA 01W 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. florida build i ng.orci. 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 Florida Approval # Description include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-112 Sectional Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll U Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112 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 June 2014 Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment 6. Skylights Skylights 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-115 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signat Applicant's Name Please Print) June 2014 f , r 2115(2017 Florida Building Code Online 6 I .. t• i , t I • r:w t • ' • S ..Shot BCIS Home Log In User Registration Hot Tops Submit Surcharge Stats & Facts Publications FISC Staff aCIS Site tap Links Search doprFIcta 441 Product Approval USER: Public User P•idurt Anoroyal Meru > •`•'nMr, nr adulirarior. iea^:n > .Uolirm.nn •_wt > Application Oetail , FL # FL15213-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method I Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell S200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e 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 Certificate of Independence FLIS213 R2 COI. CERTIFICATE of INDEPENDENCE. Ddf I Referenced Standard and Year (of Standard) Standard Year ; 101/1.S.2 1997 101/1.S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 zoos ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 i httpsl/www.flaridabLdldlrig.org(pr/pr app dtl.aspx?pwam=wGEVXQwtDgv3yWKJZIQRC3FgPGdg9ziTpe/t,2bKNJ2DgENtwuWgYmaEtQ%3do/"M 1/5 1 I 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 04/29/201S Date Pending FBC Approval OS/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page d 0 0 Page 1/ 2 0 FL rk 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 FLIS213 R2 II Inst 15213.1.odf Approved for use outside HVHZ: Yes Venfied 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 FLIS213 R2 AE Eval 15213, Lodf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 61 "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 11 Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FLIS213 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 FL15213 R2 If 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 1S213.3 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product • Created by Independent Third Party: Yes particulars. 15213.4 1 d. Smooth/Wood Grain/white Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series 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 15213.4.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 FLIS213 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 Ute' Glazing - Inswing/Outswing (OXO - Fiberglass Door 'Configuration) J i Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.5.odf ' httpsJAvww.floridabuilding.orgfprlpr app_01.aspx?param=wGEVXOwl gv3yWK,JZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 2/5 2JI512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST LS213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf 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 FLLS213 R2 ti Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 61 "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 FLIS213 R2 It 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 Parry., Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL1S213 R2 AE Eval 15213.7.06 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 FUS213 R2 lI Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL1S213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 1520.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door ' Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 lI Inst 1S213.9.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 : ELLS213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 15213.10 J. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FLIS213 R2 AE Eval 1S213.10.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. ISM.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 FLIS213 R2 II Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Thins Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 152L3. L1 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.11 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htipsJ/www.floridaWIcing.orglpr/pr_appdtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdgMTp%2bKNJ20gENbwWgYDiaBQ%3d%3d 315 2115=17 Florida Building Code Online 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing15213.12 I Smooth/Wood Grain/White Wood 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 FLL15213 R2 If Inst 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: See INST 15213.12 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S213 R2 II Inst IS213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any 115213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip i Grain/Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (X - Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 If Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.IS o. Smooth/Wood Grain/White Wood 61 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Up Lite' Glazing - Inswing/Outswing (OX or XO - Fiberglass Door , Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 H Inst 15213.1S.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.IS for Design Pressure Ratings, any FLIS213 R2 AE Eval IS213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. , 15213.16 p. Smooth/Wood Grain/White Wood 6-8 'Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N Door utilizing 'Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 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[ 1521.3.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.17 q. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing 'Up Grain/Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (XX - Configuration) j Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 II Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any F1.15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product. Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door with Gram/Rustic/Mahogany Series N Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO i Fiberglass Door - Configuration) Limits of Use Installation Instructions httpsl/www.floridabuilding.org/pr/pr epp dU.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9ziTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2(15M17 Florida Building Code Online Approved for use in HVHz: No FLIS213 R2 1I Inst 15213.18.odf Approved for use outside HVH2: 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 1S213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 1S213.18.inf 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 HVH2: No FLIS213 R2 11 Inst 15213.19.odf Approved for use outside HVH2: 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 1S213.19 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame' Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FLIS213 R2 It Inst 1S213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 1S213.20 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 © 0 Page 1 / 2 la rs Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2Ot3 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 publlC-reCords request. do not send electronic marl to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SS0.487.1395. •Pursuant to Section 45S.275(t), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455. F.S. must provide the Oepartment vAth an email address If they have one. The emarls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made available to the pudic To determine if you are a licensee under Chapter 4SS, F.S., please click here Product Approval Accepts: Credit Card Safe httpsl/www.floridabUlding.orgfprlpr_app dtl.aspz4param=wGEVXQwtDgv3yWK)Z1QRC3FgPGdg9zlTpg/o2bKNJ20gENtrwWgYlOnaBO%3d%3d 55 s 1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING WON -IMPACT" GENERAL NOTES I . This product has been evaluated and Is in compliance with the 51h Edition 2014) Florldo Bidding Code (FBC) structural requiements excluding the I%h Velocity Hurricane Zone' (HVHI). 2. Product anchors shag be as Fated and spaced as shown on detalls. Anchor embedment to base material shag be beyond wall dressing or stucco. 3, when used in areas requiring wind borne debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET I DESCRIPTION I nT!Sd elevation. design pressures. a general notes 2 Door pond details 3 IlodmIc l cross sections 4 Vertical cross seclans 5 Buck and frame anchoring • 2X buck masonry construction 61 Frome anchoring - I X buck masonry comlrucllon 7 Ba of materials a components 1_ 37-VMAKOVIRAILL __ FRAME WID1H KI IM Lj LL P P SWING MAX FRAME DIMENSION DESIGN PRESSURE (PSO POSITIVE NEGATIVE INSWING 37.50' x 97.50' 75.0 75.0 OUTSWING 37.50' x 96-0' 75.0 75.0 fit t PtifittPti i Va s ! a Z er. e+: FL- 15213.37 xn _L or 7 cEi 35.75" MAX. DOOR PANEL WIDTII 2-- I 2 i 0 0 ouu P 1 10 0 R PANEL INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 a.'r r e7CH i NINGE STILE CAI PVC Camp. INTERIOR _ EXTERIOR 36Ctill - -111-L oLutCNsnLE r - 2 VERTICAL CROSS SECTION IG 2 Q lVl rc sr. JK a• a: LFS FL-15213.37 ccr ar 7 4 4 I•INEMS.'AUN. • I A..... A. II 21 C A -_* izs==fin FM- 1 F-1 i V' Lbw mnA-: I0 ICI' ..... •• ``\ II INTERIOR 'fel 7Q AAAAMA xNtiE gu a: 0, LJ Ll F q$ 3 - a •° s1a 3 s• w 3 EXTERIOR 47 i 3 HORIZONTAL CROSS SECTION E 7 3 Shown w/IXsub-buck G! I-1/FAUN. gl a ; EMS. (IYP.I EMS. (IYP.I CSI K 4 4 0.IS 8 .. L I YP.I C3WK I 21 inv, B 7 Q40INTERIORINTERIOR a s i u L TO EXTERIOR ws.O5 01 12 : 1 EXTERIOR M swc: N.T.S. Jg( 11 9 40 27 C asa. aac Or. LFS 3E1HORIZONTALCRSSSECTION HORIIOMAI CROSS SECTION QUNM Ma: 3 aeswing shown •Inswing 3 OutsMMg s - E obo o0poved obo ° n'"1ig i1-1521 J.J 7 a Iwo -L of -u O' EXTERIOR-"`"/J1"`"' INTERIOR eVERTICAL CROSS SECTION EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Oulswirg conWalion Qi EXTERIOR J ``y/""- INTERIOR 2 VERTICAL CROSS SECTION 4 yw..flx$ub•buct EXTERIOR INTERIOR r 1 VERTICAL CROSS SECTION 4 Ming conrgmlion 1110* 11\ ON Z a ZZ 8•: S g .Zi 1 Eyo cz a a Y cI n I I -- MASONRY OPENING 2X BUC BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchorfoeotions of the corrm may be acluafed to rrlahloin the min. edge dhtance 10 mono johds. 2 Conaels anchor localtom noted os •MAX ON CENTWmust be adjusted to moblain the ndn. edge dtstonce to mortar joink addfional concrete onchors moy be required to anxNe the -MAX. ON CENTER" d mensfon ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY TO ADJACENT EDGE ANCHOR TIC • 114. 1.1/4" Y 4" IAPCON ELCO 1/4" 1.1/M 1" 4" ULIRACON W000 SCREW INSTALL LION NOTES: MUknf rrdrirr n 8' ' f datarnee. 6 1' e.e_ saeelm erII. am o tN 5/ edge db onto. I end IL wood Saovd to prevent the Splif ing of wood. HINGE JAMB MASONRY OPENING FRAA 2X BUC FRAME ANCHORING Masonry 2X buck consirmlion InN i p dwn omd sew mo V mnnw figg= 3d z rc rc55 07 O i W o YY HINGE DETAIL i mI SIRIKEJAMB M 28 V 27 LATCH B DEA08OLT DETAIL t 7 E 7 A T g p A $ o TYP. HEAD a MASONRY JAMBS OPENING 8 f•£ m HINGE DETAIL `' I m 4 Q U. h FRAME i o Z X? o 0. -• 28 27 1X BUCK ggI o x LATCH i DEADIOLT DETAIL TYP. ® SILL v ry 2 O IA N CONL;RRE ANa R NOI!(: HINGE JAMI FRAME ANCHORING L? 1 Conuoto anchor lomiam of the cw Wm moy be 0*nfed to mdlnldln the rth STRIKE JAMI cdo• dbbxA a m W jokw. MOtMry IX buck ConskLlclkm a2. ConauM onpw WW;cm noled di CAA[. ON CEMErmwt be adJwted to p 11.10 r the d6 wipe Atom* to mentor joYNL eddubnol concrete anchoo 7 i mop be rommid to ensure ets W". ON CENtER'dfnendon are nor eweoedod. a WS. Cancels anchor tabto: la - CI 1 u a1c 05 01 12 i cuac N.T.S. a owl m: JK m tFFL- LF'S tNS1ALLAI NOTEi. W. a1. Mai fah o ntlnlmvn Nredge datance. 1'ertd dMbnce. A l'o c. spoc:lp Nvoodttsewtobre~1 me uWttk p or woad. 5213.3 Of : N 0 ANCHOR ANCHOR MW. MIN. CllAWLNCE MIN. CICARANCt TY1E ATE EMIELMAEM ro MAwNRr ro AaActetr EDGE ANCNO[ llw to/CONe 2• r ElCO oIfMCON 1/r 14/r 1' r a J/1e• 1.1lr r t•t/2' Casco Ile I I gguP DE 71 ad 5.63" a u fzo c coSSADWAR1EWSWINGTHRESHOLDI dSd' R L w e K 1_QUTSWIHG 6UM/ 1NRESHOlD V ds N Q 7 p_ Z 3 MR 05101112 = Scac: N.T.S CAM@" JK o aa. so. LFS 4 upw" "Di d FL-15213.37 0 Vila L a 7 0 81L1 OF MATERIALS TEEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= 0.55 W000 C 1 /d' MAX. SHIM SPACE D 1 /d' X 2J/d' PFH ElCO OR INV CONCRETE SCREW STEEL 2/15/2017 1' art.. ` ; `, i _ ` • i 'f: i ••i acts Nome t ov In user ie9istrabon trot Tooi s Florida Building Code Onlire yrwor C Submit aumnar9e Stscs 3 Pxts aeolic3cions P3C Staff SCIS Srte.Mao units Search Y#IIProduct Approval lam I '4 "''USER: Public User N: vr > Application Detail ti t FL At FL1S213-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 15 rickw@rw bldgconsul tants. com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969.9773 Ext 13 scottjohnson@piastproinc.com Quallry Assurance Representative Ron O'Connell Address/Phone/Emmail 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@piaszpro.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 Resort - 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 12/31,12013 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FI132' J R7 r3l _p-l= to?_ of iNDEjQ47°:VC9.3df Referenced Standard and Year (of Standard) Standard Year LO 1/LS.2 1997 O L/I. S.2/NAFS 2002 AArMA/ W DMA/CSA 101/I. S.?jA440 2005 ASTM E1336 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https:!/ www.floridabtjldng.orgbr/pr_app_M.aspx?param =wGEVXQwtDqv3VVVKJZIQRC3FgPGdq9z[Tp*/o2bKNJ2OqENbwWgYZnaBQ%3d*/03d 115 2115M17 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 Date Submitted 04/28/2015 Date Validated 04/29/201S Date Pending FBC Approval 05/07/20tS Date Approved 06/23/20t5 Summary of Products Go to Page0 FL # Model, Number or Name Description d G Page t/ 2 0 0 15213. 1 a. Smooth/Woad 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 FL152t3 R2 IT Inst 15213 t.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213. L.odf 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 FL! 5213 R2 H Insr ! 5213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 3 c. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door with Sidelites Grain/ Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 R2 I! (rise 15213.3.ocf 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 R2 AE Eval 15213.3.3ef 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/ RusticJhlahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL152:3 P.2 I! Inst ! 52! 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 FLL5213 R2 A: =vat 15213.4.2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 5 _ a. 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 F1 151:3 R2 It Ins.- 1.521.3.5 odf https:# www.11oridabuilding.orgiprlpr app dti.aspx?param=wGEVXQwtOgv3y`NKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBG%3d'%o3d 2l5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FLL5213 P.2 -1= Ev31 !3213.5.3cf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152L3.6 V 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 FLL52!3 P2 I' Ins-, 1521.3.5.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: See INST 15213.6 for Design Pressure Ratings, any F1 15213 R2 AE Eial 152L3.i.:tf 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 Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any F1.15213 R2 AE Eial 15113.7.odf additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL152I3 R2 II Ins: i5213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL1520 R2 AE Eval 15213.3.ocf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame" Glazing - inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 R2 II Inst 15213.9.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 15213.9 for Design Pressure Ratings, any r 15213 R2 AE Ey31 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 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 FLI _52!3 P.2 11 'Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any n I5213 R2 A °'131 15213.19--df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. L 1 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 F_! 52! 3 R) H Ing.. 15213.1 i.3cf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: No Created by Independent Thirty Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any r 15213 P2 AE Evil 1S213.tt.pdf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. httpsl/w,nw.goridabUlding.orgWIpr app dtl.aspx?param=wGEVXQwtOgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaM%3d%3d 35 2/152017 Florida Building Code Online 15213'12 _ I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door ubliang Grain/Rustic/Mahogany Series N Snap Frame" Glazing - [nswing/Outswing (XX - Fiberglass Door Ju'y Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLLS213 P.2 Ii Ins- 15213. t 2.odt 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 F113?13 R2 AE Evil 15213A2.01f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 13 m. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Double Door with Grain/ Rustic/I-lahogany 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party, Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 a"c Ev31 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 14 n. Smooth/Wood Grain/White Wood Grain/ Rustic/Mahogany Series N 61 " Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits ofuse Installation Instructions Approved for use in HVHZ: No Ff. 15213 R2 I[ Inst 15213 14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE EvM 15213 14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 15 o. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/ Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits ofuse Installation Instructions Approved for use in HVHZ: No FL15213 R2 II [nsr IP13. 15.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FI 15213 R2 AE Eval 15213 tS odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521. 3.16 p. Smooth/Wood Grain/white Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/ Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL!52! 3 R2 I! Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,16 for Design Pressure Ratings, any FI-15213 R2 j.E Eval 15213.!i.:df 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 "Lip Grain/ Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Y Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15213 P2 11 Ins-, 15213.17.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports j213 R2 Evil 15213.17.zdf Created by Independent Third Party: Yes 15213. L3 r. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Double Door with Grain/ Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door - Configuration) Limits of Use Installation Instructions https: f/www noridabuilding.arg1pr/pr app dtl aspxoparam=wGEVXQwtOgv3yWKJZIQRC3FgPGdg9zlTp°%o2bKNJ2DgENbw4A/gYlCnaBQ%3d%3d 45 2/1512017 Florida Building Code Online Approved for use in HVHZ: No Fi ' 5713 02 1. h;r 1521; 13.Z.- Approved for use outside HVHZ: Y-2; 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 i i57'3 P2 1E c•rel 15213.13. additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars------ 15213. 19 s. Smooth/Wood Grain/White Wood 8'0 'Imoact' 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 15213 R2 C Inst 15213.19,idt 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 L5213.19 for Design Pressure Ratings, any H 15213 R2 Ac Eval 152L3.19.:)df 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 Fl 45213 R2 II Ins' 15213,20.idf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R.2 %E Eval 157-13.20 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Q © O Page 1 / 2 Contac us:: Mat Glair Stone Road. Tsllah-we n 323% shone. 550-487.19'-4 The sate of Flonda Nan AA/EEO employer. Codv.aht 2007.2013 st3ta of=landa.:: P•Ivaci Statement.: iccemieliry statement •. Refund SnteneM under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public•recoms request, do not send electronic mail to Nis entity. Instead. contact the office by phone or by traditional mail. If You have any lumOns, please contact 350.487,139S. 'Pursuant to Section 455.275(t), Flodda StatutCS, effective October 1, 200, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emans provided may be Used for official communication with the licensee. however email addresses are public record. If you de not wish to supply a personal address, alease yaviae :he Oevartment "10 an email address which can be made available :o the puplic. To letennine if you are a licensee under Chapter 4SS, F.S., please dick her_ . Product Approval Accepts: tie r< omP69 C'sdii Card Safe to a • ..: httpsl/www.floridabuildirg.org/pr/Fr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRC3FgPGdg9zlTp4ro2bIGVJ20gENbwWgYtOnaBQ%3d%3d 5/5 roplastp5200 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 5th Edition (2014) Florida Bolding Code (FBC) structural requirements excluding the High Velocity Hurricane Iona' HVHZ), 2. Product anchors shoo be as fisted and spaced as shown on details. Anchor embedment to base material shad be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection Iles product is required to be protected with an impact resistant cove" that complies with Section 1609.1.2 of the FBC. 4, For 29 stud framing construction, anchoring of these units shall be the some as that shown for 2r buck masonry construction. 5. Site conditions that deviole from the details of This drawing require further engineering analysis by o licensed engineer or registered architect. TABLE OF COIMPM Typlcd elevallons. de ' pressures, S neral notes Doa detoils V3HEETODESCRiFITONHorizontalcrosssectionsVerta; al cross Sections Buck and trome anchoring • 2X buck rnnsMtction Fromeanchoring , IXbuck masonry construction 7 Birk of materials, glazing dolols b components 37.50' MAX. OVERALL r- FRAME WIDTH - 0 m 0 o w = X o p O FULL LITE 37. V MAX, OVERALL r- FRAME WIDTH 3/4 LITE SWING OVERALL FRAME DIMENSION OVERALL D. L. O. DIMENSION GLASS TYPE DESIGN PRESSURE ( PSF) POSITIVE NEGATIVE 37. 50" FULL LITE 21.00" x 79.00- 47.0 47.0 INSWING x 3/ 4 LITE 21.00" x 63,00" 47.0 47.0 98.00" GI37.50" FULL LITE 21.W x 79.00" 47.0 47.0 OUTSWING x 3/ 4 LITE 21.00' x 63.00' 47,0 96.50" mfa i 0 z t rrc 02/16/ 12 i AL N.T. S. ` ra. er: JK d er. n LFS i tmv no_ rL- 15213.27 c tea -L or 7 " 4 48 46 39 INTERIOR mi- EXTERIOR 41 1 HORIZONTAL CROSS SECTION 2 35DOMAX. 35DO R a i^ Q . I ^ PANE DIN PANEL OWDTN- - 21 OT MAX. 21.01T MAX. Ww.. O.LO• -W. li lA NI T— t i x C„ x x O L I 1—_ ODOOR PANEL Fu16te O SNewppoA T— T cd c X IS R " -T17 .IME REII' EMEM d L DOOR PANEL 3/' I. zzgig o P42f/FF11 it 4x pi d oOei •: o E 4 INTERIOR EXTERIOR O 2 VERTICAL CROSS SECTION 2 10• or. JK oL or. Lf'S AOM M: Ft-13213 27 m.%aZ 1-1/PMIN. _ _ EMS.IlYP.I O.W C31NK ITYP•1 20 21 INTERIOR V `:J EXTERIOR 11 1 HORIZONTAL CROSS SECTION 3 o IS%Wng shown • inswing also approved 1.1 /L' MIN INTERIOR EXTERIO R IIVKILVNIAL GKV» Dt(.lIUN 3 Shown w/1Xsubbuck INTERIOR EXTERIOR vuv appivvev a.............. C u!2 v tp, iz o< m: LFS Am* rat FL-15213.27 W oeL i g In 0 740 •.. j// 7 21 tm Q 6 21 EXTERIOR - - INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION m r I VERTICAL CROSS SECTION 4 Shown w/IX O buck 4 Outswing shown • 6uwing a i okoapproved ul c J o EXTERIOR INTERIOR n d EXTERIOR INTERIOR 40 32 N N2 40 • / 8 34 31 re z 4 33 p @ n IS E y { u1 ez am 02116112 SCALE N T.S. m on JK m e 1 VERTICALCROSSSECTION %4VERTICAL CROSS SECTION a M, IFS t OutswkvgconNwolion 4 wemgcon llpuralion FL-15213.27 0 sWU 4 of L ^ TYP. HEAD L i- 1C -K f1 JAMBS TYP. HEAD 6 MASONRY MASONRY OPENING OPENING JAMBS s o = N 0. v XT1 FRAME i 2X BUCK 10 zd WC11oi t4F', o m7 to l7 2X BUCK 0 I ia HINGEDETAH u n mm TYP. @ SILL In LUCK ANCIP RING HINGEJAMS fRAMEANCHOMNG STRIKEJAME 0 CONCRETE ANCHOR NOTES: Masonry 2X buck conshwhon 1• Concrete onchm locations of the cornets may be adjusted to mohtah the mh edge dstonce to mortor joints a u: 2. Concrete anchorlocationscdfions noted as MAX. ON CENTER* must be ddJuslod to the dsfance t0mohttahmh, edge mWor/oh1s, oddliond concrete oschots to l lay be reQui ed onus the X. ON CENTER• dhnenslon ore not exceeded. 3. Concrete onchor tobte: a lIW iC a 1' f ri J-ci •f3miL' O` a to TYP.HEADS rflflf PIT MASONRY J JAMBS 1 OPENING 11 e c HINGE DETAX FRAME Q " m03ig r-, 12 d w 1KBUCK o'I F i TYP. 0 SILT 27 LATCH t DEADBOLTOETAIL V N 71 HINGE JAMB fRAME ANCHORING STRIKE JAMB CCk+CFE7EANCItOR NOTES MOsmy I K buck consImcllon L 1. Comyeb 0-- Ie6'OIbrN pf the CarMtf 1MY OB oOnlod b mohloln ete mh BtlgO rBftance b merldr JohN. Corfaaro onCfrW bcolbm Igtetl of 7AAK ON CENIER"aWl oe oquflod to amWain the min. edge dtstu've to mortarJoIntf. addnolilbConcrete OnChorf m y tleretfuredb emwe" MAR. ON CENIER'dmaabn aro riot exceeded. n a Cow cle anchor 10131e: p i Cr = Yu alf 02116112 1 scut N.T.S. one en JK a cm BY. LFS 3 ORAXI C NO.: ei ON aWFL-15213.27 0 i4tthhI. Mauer loin Wedge WifmCe. I•end duanco. a l'o c. fpocbg of O pad terom to prof enl the willlrng of wood, ANCHOR ANCHOR MIN. MIN. CllARANG! AIW. CIEARANCf TYPE SUE EMBEDMENT r0 MASONlY TO AOJACENf EDGF ANCHOR Try' lA/ CONe ve• 1•ur r r ElCO 1/ r 1.1/r 1• r uuRAcoliulc la/r r 1•E/r tAlCON BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D I /4" X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 23/4" PFH ITW CONCRETE SCREW STEEL G 3/16"X 3.1 /4" PFH ITW CONCRETE SCREW STEEL H 1/4x 3.1hr PFH ITW CONCRETE SCREW STEEL 1 1/4" X 2.1 /4" PFH IIW CONCRETE SCREW STEEL J 1 /4" X 33/4" PFH ITW CONCRETE SCREW STEEL l 410 X 2-1 /2' PFH WOOD SCREW STEEL M 89 X 2.1 4" PFH WOOD SCREW STEEL 7 FORCE 5 WEATI IER STRIPPING BY ENDURA FOAM 8 WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9+ COMPRESSION 4" X 4" BUTT HINGE STEEL 10 49 X I" PFH WOOD SCREW STEEL 11 09 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 16 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 35 34 VINYL DOOR BOTTOM SWEEP N3628 BY HOLM. IND. VINYL INSWING ADJUSTABLE THRESHOLD BY ENDURA INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD ALUM, WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN UTE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DEVILS 41 DOOR SKIN (MIN. 0.086" THICK) FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD AS BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND SILICONE J1 U it y; a o SO HJEAb A SIDE l N S.63• a eg a uS tin 4.s6• o I QV 3loZ I-- 2.41--1 an st AyAO A 4.5C r 1 1 ADJUSTAl1lE INSWING rHRfSHOlO 4.61r.— n O n OAR: 02 I6 12 SmL N. r. S. wa. er. X 1_QVISWING BUMP 1HRESHOLDBUMIHRESHOLD 1 v u¢ BY. LFS FL-15213.27 maa —L or L plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Groin Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compfionce with the 6th Edition (2D17) Florida Building Code (FBC) structural requirements excluding the 91"gh Velocity Hurricane lone' HVHZ). 2. Product anchors sholl be as fisted 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 bome debris protection this product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 B. R3012.1.2. 4. For 2x stud framing construction, anchoring of these units shoo be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the detoBs of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENrs SHEET! DESCRIPTION 1 Typical elevation, design pressunm 3 general notes 2 Door panel details 3 Horizontal cross sections 4 vertical cross seclions 5 Buck and home anchoring - 2X buck masonry construction 6 Fame anchoring - 1 X buck masonry construction 7 Enduro ashogal details B BN of materlolL gang detail 3 components 74.00' MAX. OVERALL FRAME WIDTH { Z x X ® x cl O O zo m ovi11rgup gc Sn 1 1111 G d m a ' o u z a O goa a o Z. W N SWING " OVERALL FRAME • -: DIMENSION: DOOR D:LO. DIMENSION ; GLASS;. TYPE DESIGN PRESSURE (FSF) POSITIVE NEGATNE INSWING 74.00' x 82.00r 21.0V x 63.00' GI 47.0 47.0 OUTSWING 74.00' x 80.S0' 21.00" x 63.00' 47.0 47.0 srve N.T.S. awe. rn: JK FL- 152t3.12 W 1_ or & 36.07 h DOOrt PANEL WIDTH 21.0D MAX. D.L.O. WIDTH INTERIC EXTERI I HORIZONTAL C F-i- 0.9 T' 1.19' 12 C- C-k PVC I1 Wootl reinHIN1 G lF IJ gaL PvCTcn mu f bd "--- IS 400, PvCTOM RAI COMPOUND oq IN. SS THK. 1 /8- TEMPERED GLASS AIR SPACE OPTIONAL DECORATIVE INSERT AIR SPACE 1 /8' TEMPERED GLASS LUM. GLAZING SPACER E GT GLATNG DEgll INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 a W. JK m nc n: LFS ; urwC Na: ° N FL-1521.3.12 c an 2 or 8 0 4 4 EMS. (TYP.) C:' 21 20 C r< o 111111 18 8 7 p ER Z$: CS g C1 3 3 c 3 INTERIOR 40 m 'm no' `n X v X 4 3 n= IU W EXTERIOR 10 H G P 4 HORIZONTAL CROSS SECTION c 3Shownw/IxsuDDuck 3 4 a 01 1-1/PMIN. 4 4 1- 1/4'MIN. x M. ( TYP.) EMS_—, 5 NOTE:1.. 0CC 0. IS As noted in the test report ostrogol was attached p,1g F MINK L PP) to the inactive leof with (10) M8 x 3• psh sms and 4) 1t 10 x 2-1/2 pfh sms for oil 6'-r (outswtng). MINK TYP.) I rT AStrogolwasattachedtotheinactiveh2-I 20 21 19) #S x psh sms and ) 10 /? plh smsof 21 20 n a for ou 6'-B' pnswing). Z 4 65 y j y j 7 B 7 40 40 INTERIOR 40 40 INTERIOR W a tiQ i u° 2arc 02 16 12 i aK 10 1 EXTERIORMSEE EXTERIOR 10K ° sws N.T.S. 4 8 11 27 2 NOTE I 9 11 8 ma er JK m CIO( W. LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E DRAWW No g OugPproved - Irnwirg 3ou a n8 - Inswln9 3n8 FL-15213.12 `= d.t sHm 3 or 8 p E z Q Eggqqq 6 B g 1 z$ u CLp9 WOIL A C maLn C L EyoZ 9 J•AS h404020t 7 lnzd 7 21 z 8 20 Q 8 21 ci W EXTERIOR INTERIOR EXTERIOR INTERIOR s u 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 0 4 Outinswbv k4 Shown w/1 x suDbuck t` 7 alsooppmved o IEXTERIOR INTERIOR m EXTERIOR INTERIOR 32 N z 8 30 34 7 cc i 31 33 p Cd Smz w n Ee W = p ppF pO 2 oais: 02116112 11 swc N.T.S. aw BY.. A m' ox or. LFS i 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION M.M d 4 Outw" conrgmtlon 4 conttgumfion FL-15213.12 -" 0 SHM __ 4_ OF1 n Ic I I SEE DETAIL r MASONRY TY HEAD MASONRY TYP' HEAD & JAMBS OPENING & JAMBS I I OPENING II II II 1 II 2X BUCK -, ASTRAGAL SHOWN FOR FRAME ASTRAGAL SHOWN FOR 11 REFERENCE I - T REFERENCE 2X BUCK - ONLY FONLY TYP. 0 SILL SEE DETAIL 0 BUCK ANCHORING HINGEJAMB CONCRETE ANCHOR NOTES 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjotnts. 2. Concrete anchor locations noted as MAX. ON CENTER" must be ocrjusted to maintain the min. edge distance to morforJoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANtk0R'ANC.HOR MIN.* : - MIN. CLEARANCE: qA MIN. CLEARANCE J'YPE..' EMBiDMiNi- TO MASONRY. JOADJACENT SIZE EDGE ANCHOR W 1/4- 1.1/,C 2* 4* TAPCON ELCO 1. ULTRACON1 rTW . 1 3/16- 1-1/4• 3' 1.1/2* TAPCON 1. W U3L.KM1ALLA11iJr4 NVICK Intoin a Mum 5/8r edge distance, 1'end distance, & I * O.C. spacing of wood screws to prevent the spitting of wood. FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 2X buck constructlon jz DETAIL 2 r O/L DETAIL I trowing cordozalion DETAIL I OuWft conligmtion 4,Qj,.- it 11% O 11C m C W9C; 0, L 1. c0 I r;—) N8 015 20 28 0 ]'6 CEO 27 ss LATCH A DEADBOLT DETAIL HINGE DETAIL AIt N.T.S. M. or. X L We' LFS AWW NO, FL- 15213.12 r SEE DETAIL II TYP. HEAD 3 MASONRY JAMBS OPENING FRAME II ASTRAGAL SHOWN FOR REFERENCE ONLY II IX BUCK II F SEE DEVIL TYP. ® Slu HINGE JAMB FRAME ANCHORING Masonry I X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anenor locotbm of Hie carriers mom be acMfed to maintain the mim edge distance to mortar joints. 2 Concrete anchor locations noted as IMAX. ON CENTER" must be adjusted to moinfoln the min. edge distance to mortar joints, additional concrete anchor% may be mquhed fo ensure the MAX. ON COMF dimension are not exceeded. 3. Cancrefe anchm table: ANCHOR ANCHOR MIN.., MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY..: TC ADJAEEM. TYPE EDGE::: .; ANCHOR ffW I/r 1.1/r r P TAPCON ELCO 1/4• 1.1/4 1' ULTRACON 3/le1.1/P r 1.1/2• COtAPN I nwt, wrtcn main nvn.. . - . I. Maintain o minimum 5/8• edge distance. 1•end distance, d I' oc. spacing of wood screws to prevent No MEHing of wood. 3 to ASTRAGAL STRIKE JAMB N 3 DETAIL 1 Inswing configuralion HINGE DETAIL LATCH A DEADBOLT DETAIL G 3 e S an om 11/ 1 Jr11410 11 O „ .. v = gg 2 o=U d gE o Z 8 3n DETAIL 2 O 3 _ e o C• 2° 2 U sit 914108 i suit N.T.S. ° ors & JK m' aw. ar. LFS 3 DETAIL T °uwurc ND a OWswing configuration FL-15213.12 n 0mw or -A 0 Al 2.75 — 175 M7S 18.75 26.75 LATCH (BLIND HOLE) 5 54 DEAD BOLT (THRU HOLE) 3312S 2— 2W 167 10. w I& W 2& W o o 61 ALUMINUM ASTRAGAL ASSEMBLY By ErKkw Product Q MAT A 1 SUDS BOLT D 67 MATE Steel i67 4—ej6SVIEW A•A Murrdnum AsimgW Assembly 1. 7S —h-- LUMINUM ASTRAGAL By b.k. tiotluet I L 1.6i O BOLr ETAI E 61 h1A1 YWrMminum see 11 I/ N h Ric v i° z mEey E o= oE 8 ? ri a o i W 7 c c A N.T s. ° C. er: .lu m oil. LFS 3 MHwo NO- FL— 1521.3.12 `= a IED 7 OF 8 " 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 20 FINGER JOINTED PINE FRAME HEAD & HINGE JAMBS WOOD B 2X BUCK SG >= 0.55 WOOD 21 POLY IBER JAMB COMP. / VINYL C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 90 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL 31 OIIISWING BUMP THRESHOLD ALUM. F 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC G 3/16" X 31/4" PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD H 1/4" X 3.1/4" PFH ITW CONCRETE SCREW STEEL. 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD I 1/4" X 2-1/4" PFH FTW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS K 9X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC L 10 X 2-11T PFH WOOD SCREW 1.I5- MIN. EMBEDMEhm STEEL 43 LATCH 3 HINGE STILE CELLULAR PVC M 9 X 2-1/4" PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD N 3/16" X 3.1/2 PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC O 3/16" X 1-1/2 PFH QW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 1 10 X 2-1 /2' PFH SMS STEEL. 47 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 2 8 X 3" PSH SMS STEEL. 48 SNAP IN UTE FRAME ABS 3 FLUSH BOLT STRIKE PLATE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 61 9-9/4" LENGTH TOP BOLT RETAINER ALUMINUM 9 4" X 4" BUTT HINGE EEL 62 9-3/4' LENGTH BOTTOM BOLT RETAINER ALUMINUM 10 1 #9 X 1" PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 11 1 #9 X We PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL 17 1 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 1 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL L 4.56• -j t4 20 U ABLE SWING THR HOLD gfff E] AWU 11 NSWING IRESHOID 4.6r Sl U12WINGBUMPTHRESHOW V• O T V Z- 4 O of i J O O O z d m o RY E g E x0 ny CD LLLL V 0 pia aic 9 4 08 244" sCxt N.T.S. ewe n: LFS 3, 2t HEAD t SIDE DPAWK No*'M. 0 PODRm IO" b FL-15213.12 c ismw 8 a8G 2/15017 Florida Building Code Online tro:ew BCIS Home Log In User Registration Hot Topics Submit Surcharge stats S Facts Publications FSC Staff BCIS Site Map Links Search r1CI C? 4 ,` Product Approval USER: Public User orodua A,1o,nval Menu > '-nd,r,• nr eooleAurn Sear-1 > »oh-]rion i :>r > Application Detail we FL C 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 V 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 01/01/202S Validated By Steven M. Urich, PE e Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 201S.odf Referenced Standard and Year (of Standard) Standard ASTM E 330 OASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code httpsJ/www.floridabdlding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqurL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 1/5 211SM17 Florida Building Code Online Product Approval Method Method 1 Option 0 Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 5302.1 Amarr Stratford 1.000, 2000 (M600); , Owg. IRC-6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use ; Installation Instructions Approved for use in HVHZ: No i FL5302 R7 It IRC-6016-140-24 Drawing 7-10 FL.odf i Approved for use outside HVHZ: Yes I Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes iDesignPressure: +29.7/-33.8 ; Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. i FL5302 R7 AE fRC-6016-140-24 Report 7-10 FL.odf i Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Owg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 lI IRC-6016-145-24 drawino 7-10 sealed.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. FL5302 R7 AE IRC-6016-145-24 report 7-10 sealed.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. i 5302.3 : Stratford (M600); Heritage (M9S0); Dwg. IRC-6018-110-IS, 162 thru IS' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 U IRC-6018-110-IS Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R7 AE IRC-6018-110-15 Report 7-10 FL.odf i Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.4 ; Stratford (M600); Heritage (M950); ; Dwg. IRC-6018-120-IS, 16'2 thru 18' wide Oak Summit (M6S0) Limits of Use I Installation Instructions Approved for use in HVHZ: No ' FL5302 R7 II IRC-6018-120-15 Drawing 740 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 I Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC-6018-120-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a ; replacement door. 5302.5 Stratford (M600); Heritage (M9S0); 1 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 FLS302 R7 II IRC-6009-110-11 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-110-11 Report 7-10 FL.odf Created by Independent Third Party: Yes httpsJ/www.floridabuilding.orglprlpr app d.aspx*)wam=wGEVXowtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 2/5 Y ISM17 Florida Building Cade Online S302.6 Stratford (M600); Heritage (M9S0); 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 If IRC-6009-100.11 drawing 7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE (RC-6009-100-11 reoort 7-_9s_ealed.odf Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); jDwg. IRC-6009-120-1S,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: +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 replacement door. Installation Instructions FL5302 R7 It IRC-6009-120-15 Drawing 7.10 FL.odf Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-120-1.5 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.8 Stratford (M600); Heritage (M950); 'Dwg. IRC-6009-130-15, Thru 9' wide. i Oak Summit (M650) i Limits of Use I Installation Instructions Approved for use in HVHZ: No ; FL5302 R7 It IRC-6009-130-15 Drawing 7-t0 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other. Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC-6009-130-LS Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a : replacement door. 5302.9 Stratford (M600); Heritage (M950); ' Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) i Limits of Use Installation Instructions Approved for use in HVHZ: No ELS302 R7 It IRC-6009-140-1S Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No ; Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. j FL5302 R7 AE IRC-6009-140-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. i 5302.10 Stratford (M600); Heritage (M950); i 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 U IRC-6009-150-1S Drawing 7-10 & oaf Verified By: TOM SHELMERDINE 0048S79 Created by Independent Third Party: Yes Evaluation Reports FLS302 R7 AE IRC-6009-150-I5 Reoort 7-10 FL.odf Created by Independent Third Party: Yes i 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-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: +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 It IRC-6009-169-1S Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 i Created by Independent Third Party: Yes Evaluation Reports FLS302 R7 AE IRC-6009-169-IS Reoort 7-10 FL.odf Created by Independent Third Party: Yes S302.12 :Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 30' Thru 16' wide. Oak Summit (M650) Limits of use Approved for use in HVHZ: No Installation Instructions FL5302 R7 II IRC-6016-100.1S Drawina 7-10 FL.odf httpslMrww.floridalluilding.org/pr/pr app dG.aspx?param=wGEVXQwtOqunL7seVZMFLLe00ysN2RYes%?bbXzb2L01g%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. 5302.13 Stratford (M600); Heritage (M950); 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. Verified By: TOM SHELMEROINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 A_ IRC-6016-100-lS Reoort 7-10 FL.odf Created by Independent Third Party: Yes Dwg. IRC-6016-110-15, 10' Thru 16' wide. Installation Instructions FL5302 R7 It IRC-6016-110-15 Drawina 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-110-1S Reoort 7-10 FL.odf 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 It IRC-6016-120-LS Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +2L.8/-24.8 Evaluation Reports Other. Design Pressure +21.8/-24.8, Not for use in HVHZ. FLS302 R7 AE IRC-6016-120-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a . replacement door. S302.1S i Stratford (M600); Heritage (M950); ' Dwg. IRC-6016-130-L5, 10' Thru 16' wide. Oak Summit (M6SO) Limits of Use Installation Instructions Approved for use in HVHZ: No M302 R7 It iRC-6016-130-15 Drawina 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other. Design Pressure +25.6/-29.1, Not for use in HVHZ. FL5302 R7 AE IRC-6016-130-1S Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by independent Third Party: Yes unless structure is designed as partially enclosed or door Is a ; replacement door. 5302.16 Stratford (M600); Heritage (M950); Owg. IRC-6016-140-17, 10' Thru 16' wide. i I Oak Summit (M650) ' 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 It IRC-6016-140-17 Drawina 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IBC-60115-140-17 reoort 7-10 sealed.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 323" Phone: SSO-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 lay, 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 mall. U you have any questions, please contact 850.487.139S. 'Pursuant to Section 4S5.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The amads provided may be used for official communication with the licensee. Haiever email addresses are public record. If you 40 not wish to supply a personal address. please provide the Department with an email address whidi can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: W—M-1 El E Credit Card Safe helps://www.floridabuilding.orgfpr/pr app dtl.aspz?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01gV.3d 4/5 2/15/2017 Florida Building Code Online httpsl/www.floridabuilding.arg/pr/pr app dtl.aspx?Wam=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L0lg%3d sl5 AOAOTAKC ROLLER CARRmT TTAb(p V/ (a) V... 1/r IKT L PUT PER IRACCEI le " GAL V. RESIDENTIAL TD/ RD.LCR UACHET S- IOGk STRUT$ ATTACH OAlTACKOWOWV.• a V/ (a) V.• . S/.- Lr q. KYA AfCvf TOT HEAD SCRM AT COL aAWi EACH CCNTCR STLC TYPICAL , T13P FIXTURES-(7) • I. C& OUASAAE CURGI HIAGA ATTACK0 V/ ( 4) V.' . S/.' HEX HEAD SCREVS RLS FQ STRUT ATTACWC. T (Y STOW IS REONRED) CAL STIIE_STWEENERO TAIL( 1) ON ADl 3 STOUT PACING P V.• . L.- N ea outnaTE Wl KAO SCKvs v% 4&$ V.- AirAv..--° AT MD D i1h clM II rW TMRIOACI [ATTACKS S- tWA, STRUTS c., HEAI SCRCVS V/ty 1/.• S S/.- AITACHED V/ TO HEx ACAS SCR(VS Ur . V.- w" ).CA OU weACAS sCREVSATmtaWRISKSATTACH"tAsll ( NI s7LE TO CM [TILL V/ Q) 1/.• • s/.' NDI HEAI S/7(VS Fm CARRIERr I -SAIL fTCCL a "nowe• 7-BAIL STCCL OR NVUIN SNORT SICK ROLURs SECTION A -A (SIDE VIEW) its SF XWLTS a NUTS 7) 3mr OIA . 1-3/0' 1) kA pA . 1-5/I' ArtACKED A, CA A" GAAOQTO AAIY iNppO I Iu / a ( SNSNxX SOLI aNUT MI IA ( JMO IXACACTYr ACE 3 TRACK OONNC1RAyom /OR ar UP TO it TALL DOOMS N. T.L SHORT SRN ROLLERS V/ 7/1e- RCTAITat Fa V/ 7/N-[e •INRa d WAf RTawlm TcAeflscanoT s r-TI.a•490 ACI SwrTSrsru. NY TYPICAL BQT- TftACKT - TYPICAL DURASAFEENDMMCON,iy 4 AS, 3 I j01 SILL (Mm (f® 0) S/ te• OIA . 1-sn• -T OEAiA14 aA aElT°'uvwTs o S Ia Di1CS 1 S RIS»OR tr) O+L : a ecrwl) 201M CCMIU 71RC OPTIONAL VENT DETAI Y,T,— 6 sraN.rm .w I.mR L VL x / ROII x as O m.vW To q x IDIeDa RT.e1. 01E METHOD OFTESTINGWASINSUOSTANTIAL •• nR x LONG a mMTAR T .a A.Tn CONFORMANCE WITH THE PROCEDURE OESCRISEO IN ASTM n1r•x°a SEA 1O a C330 AND ANSI/ OASMA HOB. THE PRESSURES SHOWN ON THE;;`,•C•Auss,a gw+ 01"1o'MOn L7+0 s O a DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE A ON" y .yRAy/ ML of OESOM "WwCRI W 7/II. OWL IDLI RSTAU[TI FOLLOWING PARAMETERS (S FEET OF DOOR WIDTH IN THE ENT A "T.No rr U.10-APS .s RR ram Rv T , to . S/I- MKK (I) TA mousk ZONE. ROOF AT ANY SLOPE : 000QRm e"LL f Sf cL uL 1ee7 etu raAm uen SRICE mT am NUT r OALx sTm mmx WIND SPEED MPH ISS 141 13A t 26 t22 IL 10fO1• SUM" uaap OWL f ®00 Q 41 RIv(TS MAO( TWO.= .OSI R . a'1a11RD NpE>9O1" 040M TOR M LOADS EXPOSURE LEVEL B C C 0 0 wog,. d b aaa e r .ar1o. toaa s•o1 .ceTRACKMOUNTING DETAILa AITS N rNus a TAF.es S R..ow=-L sea OOx N T L MEAN ROOF HEIGHT I 30' 1 I S' 1 25' 1 15' 1 25- I'm OL" TRLIiep A )07O DK961T W OADi 7IO6 Olmdm , 0=1101(1 C 11000 TAN 141111 CRT o IIND go UK a Re OMIOGT06 4011vi III! Rea ARI rim I0aln11noD6 IAJR Lu MAX LI1 S 14 T o7,r uvn. Y O " Z.- NO 004057 •. TF' DESCH LOAM = SIT. 2e.6 PSF i{ p GF .•(L%w 3i TEST LOADS PV 37.2 PSF Ilil7j• O 1'OsC LLL`` 30 FL S k. 0 TAAAIAfL MPt vIAN0t7" LA• w O7e7 MODEL /DSO OM( SUMMIT W/ DureSafe MODEL /600 ST VOW W/ Dur&%fe MODEL /ISO NBRRAGB WDureSsfe Short, O , flush k oak Summit Pene1. 9Q I amp al I M1 el/tl(61 I DIAIK RRHS Willa All 861 01AV1) 9m 1O! 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OOOR HEIGHT TRACK ATTACHMENT SPLICE A 9 C E F O H a 6'G tP 21• O8' SB' 70' la' t• 8' SrSa' 78- T 6' fO. 18' 36' S4' n 6 tP 2t• Jg ST 7S 8B' Y 6• tP t' er 67' 81' 94- 4 tP 8• P 51• 7r BO' 100' fir tP 21• O9' ST 75 9P ta 10' 2r er e]• el" nr ac P 2r r e1• los• B• tr tP 2r sr n• tq• ttr 21• re' P 2r Iz ea• er tl9' ttr uo' t2' 18' L1' e7 W' 81• tO5. 12J' tOB' 126' tP 21• 37 Sr 7s' B3.129• tsr 19• tP 2r Ir w• et• tr 1yS t/1r 17 r or 83• er for 1?J• IIr 154' 11' 1P 21• er 63' e/' 1Os' 126 11T 16P IIIIE" ITS9] 43.] C'Q] J iL''GI 7 icS'J I=iJ tr"'7FA'JlLf;,lrc;t LE11 eL'7 EL[EI tES•:I L:L7 ltttr 7 L''1 iQI ItiS':l 1i3:11 FYl a3ii""' EIFII l¢S71I:S-7 LEiP] ELF E?3i1 Q•ltF1 2/15/2017 Florida Building Code Online R 1 '• IN t i I. x, • , - lawbe:;Y7 Leei l'.tiiiiiEii eWoetiiNl SCIS Home Log In User Registration Mot Topics Submit Surcharge Slats 6 Facts Publications FaC Staff SCIS Site Map Links Search Pr-rt::a 1 ,ff Product Approval i USER: Public user Trnaur Aoorrhlal Menu > P i&.:t pr Axiieaann S?Arr}% > AooGt]bon i.st > Application Detail FL A FL19715-RO r.q - Application Type New Code Version 2014 Application Status Approved Approved by OBPR. Approvals by OBPR 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 J Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Jon Berrian Jonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WOMA/CSA 101/1.S.2/A440 AAMA/WOMA/CSA 101/f.S.2/A440 Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 httpsYANww.floridabLiiding.orgipr/pr app o1 aspx?Wam=wGEVXQwtOgNA%2bxmzklhGuBVSnRNMfbPly6gPoEN%2beSTXyGDYCiAw%3d%3d year 2011 2008 1/2 r 2(15/2017 Date Revised Florida Building Code Online 02/14/2017 Summary of Products FL # Model, Number or Name Description 1971.5.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other. See Installation Instructions, SW0002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Extruded Vinyl Single Hung Window Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions 6L19715 RO If SWD002 SS 2016-06-22.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Contact Lis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 8S0-487.1824 The State of FWda is an AA/EEO employer. Cooynaht 2007- 2013 State of Florida.:: Privaey Statement :: Aoeessibility 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-rewros request, do rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. U you have any questions, please contact SS0.487. t39S. •Wrsuarz to Seaton 455.275(t), Florida Statutes, effective October 1, 20t2, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The entails provided may be used far official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: 1-- '` Credit Card Safe htlps://www.floridatnrildirtg.org/pr/pr app 0.aspx?param=wGEVXQwlDglvA%2bxmzklhGuBVSnRNMfoPly6gPaEN°2beBTXyGOYCjAw%3d%3d 2/2 INSTALLATION NOTES: 1. LINE I I) INSTALLATION AMOUNT IS REQUIRCO AT CACTI ANCIIOR LOCATION SHOWN. 2. THE NUMBER OF INS) ALLATION ANCHORS OEFYCTEO IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PROOUCI INSTALLATION OF IME MAXIMUM SIZE LISTED. I. IFISIALL INOIVIUUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/1 INCH THE DEPICTED LOCATION 6 SPACING IN IIIE ANCHOR LAYOUT OkTAILS ILE.. WI MOOT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSIALLAfION ANCHOR TO THE NEXT. 4. SHIM AS REQUIREOAI EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMISI. MAXIMUM ALLOWABLE $HIM 51ACK 10 BE 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SILIM(S) SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD SCREWS OR I I GAUGE ROOFING MALTS OR IOd COMMON MAUS OFMITTUNT LENGTH TO ACHIEVE 1.1/Z INCH MINIMUM EMBEOMEN INT LVOOD SUBSTRATE. INSTALLAI ION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE#$ Sklf.I APIRNG SCREWS, OF SUFFICIENT LENG IN TO ACHIEVE A MINIMUM OF 3 NE I m I ION atYONO MEIAt WALL. INS fALUl1ION SHALL MAINTAIN MIN. 3/6' EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NOO MINIMUM EMBEOM NT INTO WOOD SUBSTRATE. LL THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREFE/MASONRY, USE 31161NCH DIAMETER TINY TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/41NCH MINIMUM EMBEDMENT. INSTAI NATION SIIAI I MAINTAIN MIN. 1 3/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE K ICI SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PC NETRATION BEYOND ME IAA WALL 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUI NOT UNIT TELL TO $I UCCO, FOAM, BRICK VENEER, AND SITTING. I l INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESI$FANI MAI I RIAL OR HAVE A CORROSION RESISrANr COATING 12. FOR HOLLOW BLOCK AND GROUT FILLEU 6LOCIL 00 NOT INSTALL INSTALLATION ANCIIORS IN TO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF OLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 0. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACFUREWS INSTALLATION INSIMUC110NS, AND ANCHORS SHALL Nor BE USED IN SUBSTRATES WITH STRENGTH$ LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY NNE ANCHOR MANUFACTURER 14 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASEUON SUBSTRATE MATERIALS WITH THE FOLLOWING PAOPFRIIFS A. WOOD•MINIMUM SPECIFIC GRAVITY OF 055 S. CONCRETE -MINIMUM COMPRESSIVE SIRENGTN OF 3000 PSI. C. GROU T-FILLIO CMU- UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0 HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2OW PSI. E. STkEI-MINIMUM YIELD SIRkNGIM OF 33 KSI. MINIMUM WALL THICKNESS OF 47.6 MIL(0.0476• or 16 GAUGk)• MIN. 1/2' EDGE DISTANCE. F AT LIMINUM- MINIMUM All OY 6061•TS. MINIMUM WALL THICKNESS OF 1/ 161. MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) 6ENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE SILL EDITION 20141 FLORIDA BUILDING CODE (FOCI, EXCLUDING HVNI AND HAS SEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ WOMA/CSA 1OtA.S Z/A4404)6/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSI EM CAPABLE OF YATMSTANOING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIOILITV OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3. IX AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER Of TAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANO 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 SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH IRIS DOCUMENT IN NON- HVIIZ AREAS. IN HVHZ AREAS, ONk TIME PRODUCT APPROVAL TO BE OBTAINED FROM MUUHIOAOE REA OR AHD. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIREOON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL PVC 7 IN ACCORDANCE WITH THE SIR EDITION FOC, WOOD COMPONEN FS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A OURAOLE SPECIES AS OEFINEO IN CHAP IER 13. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS SEE SHEET 6 FOR GLAZING OETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FITM 5 VERTICAL 6 HORIZONTAL SECTIONS (n ROVGH FRAME) 6 HOREZONTAL SECTIONS. BUCK INSTALLATION. & "AZ" DETAIN MAX OVERALL SIZE 6' DESIGN PRESSURE MI551LE IMPACT RATING HEIGHT64' O/X 35 / -35 PSF NON IMPACT 144* 66' O/X 50 / -50 PSF NON IMPACT 74' CIA 50 / -50 PSF NON IMPACT 77• O/X 35 / -35 PSF NON IMPACT 62' O/X 50 / .50 PSF NON IMPACT 46' 72' O/X 35 / -35 PSF NON IMPACT 46' 64' O/X 20 / -20 PSF NON IMPACT 52, 7T O/X 25 / -25 PSF NON IMPACT 36' 63.75' O/X (ORIEL) 35/•35PSF NON IMPACT 46' W O/X (ORIEL) 20 / -20 PSF NON IMPACT 7T 62' O/X-O/X 35 / •35 PSF NON IMPACT 72' 84' O/XO/X 351 -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 7V 72' O/XO/X 50 / -50 PSF NON IMPACT 76' 7T O/IL•O/% 25 / 45 PSF NON IMPACT Ow 74' 0/X•O/X 35 / -35 FSF NON IMPACT W 74' O/X•O/X 30 / -30 PSF NON IMPACT 106' 62' O/X_O/X O/X 50 / -50 PSF NON IMPACT TOO' 72' O/XO/X•O/X 50 / -50 PSF NON IMPACT Lob' 64' O/X-0/X-O/X 25 / -25 PSF NON IMPACT Silverline MAndersen g711 leeo e•eeee4 al4f sovEMLDa: aIYE HArN ewHF:Y1Ti. H: 44W M• OYT1.lse7oP uu Z K VI ^ Ci Ov c W m W3 m a14WD r V) < W p !S TO F D W d F O Digitally signed by Hermes F Norero, P.E. S W 000 2 Reason: IamapprovingthisdocumentFL#: FL19715 SHEET. Date: 2016.02.03 09:40:44 -05'00' 1 OF 6 MAX. FRAME MAX, FRAME Silver tine WIDTH B' WIDTH 46' e E uow.00•o anF snvOav+E alvE r O IIM rluwswlQC w oNot ne 1>kI Vf1000 s 5 7K V1 t w Qom+ Z d. Zn^ ,. MAX. FRAME MAX FRAME •'. , o HEIGHT 96' HEIGHT 96• °L W cc m QUALIFIED CONFIGURATIONS o < < X ARCH TOP CONFIGURATIONS FOR ALL 2902.4SOL ui N u m W RATINGS, SINGLE UNIT CONFIGURATIONS W O. F 5 5 IDELEVATIONELEVATION SINGLE HUNG WINDOW SINGLE HUNG ORIEL WINDOW O H a V1 MAX. FRAME ~ w WIDTH 96' MAX. FRAME > v B E WIDTH L08' Lu w 9 R E I QUALIFIED CONFIGURATIONS + s ARCH TOP CONFIGURATIONS FOR ALL Z9024902 RATINGS, TWIN UNIT CONFIGURATIONS F 7 7 P ''i p MAX, FRAME sO, : HEIGHT 74' = X. .X. ? E 'X •X• HEIGHT 84• X ,d,, 3 Nz5 C10 CIELEVATIONsELEVATIONowc. #: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C `A I I)00 2 SHEET: 2 QF 6 2' MAX. FROM CORNERS L 11' MAX. r O.C. II' MAX. O C. 2' MAX. IFROM I— [_ 4 1/2' MAX CORNERS O.C. 4 1/2' OC 1 M.7 L 2' MAX. T FROM CORNERS 11LL T— 21MAX, NOTE.•-..rWTS•TOP50P5F 9.4t OE YY11mb-X.•oc FROM J 1IE.o.J.n.051LL CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6' MAX FROM ICORNERS I I 20"MAX. 0 C. 6' MAX. FROM CORNERS 20" MAX. O.0 16 1/ 6' MAX. L FROM CORNERS I I— 4 1/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM I I-- I I 6' MAX. CORNERS O.C. 6' M 0.1 0 m.:ml MEN 1" MAX, I I 6' MAX. FROM OC. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 2 3/4' MAX. CORNERS I I O.0 2' MAx O.C. 6 MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 161) 12• MAX O.C. ail Il l ii ANCHOR STRAP 6" MA P/N 50.2M-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I SilverUn 17/uldClSRril dE.&VEnotmrvp mmt"EeWSYAC( mom T.,. (!l71.111WU 3 M fz5OOW N T3JLL Gad a iIuj a m m JW w1 ( %1 F W O G ccCL F 0 m 41 it l' ANCHOR STRAP P/N 50.2995.2 N 0 $ Jd 2k SEE SHEET 5 FOR DETAILS o DWG ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WO00 BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 08 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY IMEEas PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 1 1 / INTERIOR 3/8' MIN. E06E DIST. L/4' MAX. MIN 3/8' EDGE DISTANCE 1/4' MAX. SHIM SPACE SHIM SPACE SASH REINFORCING SEE 5HEET6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL 5HEET6 METAL STRUCTURE INTERIOR JF8 GIL 5 SELF -TAPPING SCREW INSTALLATION ANCHOR g VERTICAL SECTION 4 NEA0.2X W000 BUCK NAIL FIN SEE 6LAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 BY OTHERS 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 08 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN 2X WOOD BVCK BY OTHERS E06E GIST, SEE SHEET 6 FOR CONNECTION DETAILS i• . aCAULKBETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X I I/2' MEN BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL -:X WOOD BUCK NAIL FIN METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB - METAL STUO NAM FIN SilverLine I-OVI(lIA.SCII g7ll enseet...... a s SiLwoure MI`T wo auwsela,.uawt na p7J1 L1 1000 m It o gam w C0 vv4'a v+jell ZmK K S 45v1 J. "<W e tLeoco o i Way d F 0 V) Z OZ V) r H 0. Lul v DC e 4( m N m W oON i S VZ a o DWG A4 SW0002 SHEET, 4 OF 6 10 WOOD SCREW 3/4' MIN. SilverlineINSTALLATIONANCHOR CONCRETE/ MASONRY EDGE DISTANCE 2X WOOD BUCK/5TU0 BY OTHERS In/IKIIX5l:11 BY OTHERS , SEE SHEET 6 FOR 1/4' MAX. CONNECTION DETAILS 5HEM SPACE -' MN. 3 THREADS CAULK BE '.' ° • .. SA514 REINFORCING PENETRATION BEYOND CONCRETE/MASONRY 4 SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTHERS SEE GLAZING MIN. 1/2' EDGE DISTANCE w eeev•.oeeee 1 1/2' MIN DETAIL SWEET a su.carH<on.F n-VA.SWKI. W am EXTERIOR FINISH EMBEDMENT H" l7s2).mww BY OTHERS INTERIOR 10 6R. 5 SELF -TAPPING SCREW 1/4' MAX INSTALLATION ANCHORPERIMETERSEALANT J Z ^ SHIM SPACE BY OTHERS METAL TUBE/STUD OR APPROVED 1 Z-- MULLION g BY OTHERS, x v re 0 A, EXTERIOR ( / INTERIOR SEE SHEET 1 INSTALLATIONg y +• j DZ mUNIT / NOTE 14 HEIGHT f a G 1' m :5 m SEE GLAZING PERIMETER SEALANT EXTERIOR BY OTHERS C eaWDETAIL, SHEET6 In a ^ CIA. UNIT WIDTH QF \ HORIZONTAL SECTION VERTICAL SECTION 5 JAMB - METAI TUBE/STUO OR APPROVED MULLION45) m HEAD • 2K WOOD BUCK THROUGH FRAME v I THROUGH FRAME Z5) #14 PANCAKE HEAP SEE GLAZING SCREWS FROM STRAP TO DETAIL,SHEET6 FRAME. HOLES PROVIDED 40000--4.0000— TO ACCOMODATE #14 OIA 1-4 ZO EXTERIOR INTERIOR-2.00W+2 0000 ANCHOR STRAP, AT TWN 61 T7UNITL TRIPLE CONfIG. ONLY. SEE - PLAN 0.0620- uj0 O.A. / VIEW -ANCHOR STRAP P/N 50.2995-2)' DETAIL AT 4.0020 HEIGHT RI6HT FOR INSTALL. REQ. 0 ) 1/4' MAX. 2.3750 Z PERIMETER SEALANT SHIM SPACE BY OTHERS 0.7500(2)—3.0000(2) 6.0000 INSTALLATION ANCHORS EXTERIOR FINISH • • FROM ANCHOR STRAP O ,4K a3 1(A 1 1/4' MIN TO BY OTHERS a .• a• EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW ' ' . - PRECAST SILL BY OTHERS 3/16' ITW TAPCON ° u :' •..:. • ' ANCHOR STRAP ANCHORING REQUIREMENTS: d •- ? TO 0INSTALLATIONANCHOR • ° a A r 1.3/4' MIN. PER STRAP, MIN. 10-1/4• EMBEDMENT, IN. l-3/4• EWE OISTANCE. T CONS y * P y0``` EDGE 015TANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF•ORILLNG SCREWS, GIL m r 5, PER STRAP. MIN 3 THREADS TRATION, MIN 3/4" EDGE DISTANCE. n FORC. INSTALLATION TO WOOD. SE (# 0 WOOD SCREWS PER STRAP. MIN. VERTICAL SECTION N Z v Z01.1/2- EMBEDMENT, MIN.I•EDGE DISTANCE. 010 5 Slll • CONCRETE/MASONRYO THROUGHGHFRAMEAME S W 0002 SHEET: 5 OF 6 EXTERIOR VERTICAL SECTION 6 MEETINGSTILE INTERIOR INTERIOR SMALL' FRAME =Ir"'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. iRl HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74. (0/X), DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X•O/X), 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 4•50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE 4-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR TIM FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X). OE5I6N PRESSURE •/- 35 PSF NOTE: ALL AZIN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. I I 5/6' O.A. I.6. 6LA55 EXTERIOR \\ INTERIOR MIN.GLASS SITEr1/2• l/B' sETTING BLOCK 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 I5 NOT EXCEEDED. 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, 1/4• ITW TAPCON ANCHOR V FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT V2• MIN EDGE f DISTANCE 2' MIN. EDGE IDISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLino 1nAndLTsc u •evs•soo•s m[ n aut eurvL NDIM LWSW[CL W W'qt RC I1M) 435 IGm I OIA JIV lv z I OF 6 1 ,r 2/15/2017 Florida Building Code Online mf Mai rAM SCIS Home Log In User Registration Hot Topra Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Srte Map links Search Fdir'a Product Approval S p• USER: Public User Produrt Aaoroval Menu ;aarn > Aoolicatian List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@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/Emal I Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE, odf Referenced Standard and Year (of Standard) Standard Year AAMA/WOMA/CSA101/I.S.2/A440 2011 AAMA/WOMA/CSA101/I.S. Z/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsl/www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXOwt quZRj59°/a2fOrx2300PLxr2KHVtY2g3r%2b1°/a2fkKOkbg8iy9GAA°/a3d%3d 1/5 2/15/2017 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 ASTM E1996 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL14918 R3 EQuiv FL 14918 R3 Eawv of Standards.odf Method 1 Option D 04/15/2015 04/20/201S 04/22/2015 06/23/2015 FL # Model, Number or Name I Description 114918.1 a. Model 4100 / 9100 I Extruded PVC Picture Window 2012 199S 1994 0 0 Page 1/ 2 0 40 i Limits of Use ' Installation Instructions iApprovedforuseInHVHZ: No I FL14918 R3 II [nst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No ` Created by Independent Third Party: Yes Design Pressure: N/A ! Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC I Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) I 14918.2 b. S 2900/4900 M 2941-2951/4941- i Extruded PVC Picture Window with Nailing Fin 4951 I Limits of Use i Installation Instructions Approved for use In HVHZ: No FL14918 R3 It Inst 14918.2.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 14918.2 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes ' particulars. 14918.3 c. Series 2900 Model 2941-2951 I Extruded PVC Picture Window with Nailing Fin i Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes I Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product ! Created by Independent Third Party: Yes i particulars. 1 i 14918.4 d. Series 2900/4900 Models 2942- iI Extruded PVC Continuous Head and SIII Twin Picture Window ' 2952 / 4942-4952 I with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i 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 1 Building Products, Corporation (See 14918.4 - 2010 FBC i Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 I e. Series 2900/4900 Models 2942- ! Extruded PVC Continuous Head and SIII (Reinforced Integral 2952 / 4942-49S2 Mullion) Twin Picture Window with Nailing Fin Umits of Use ' Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.odf httpsl/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgaRjS9%2fDrx23OOPLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 25 2t1W017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5 odf additional use limitations, installation instructions and product Created by Independent Third Party. Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) i 14918.7 I g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use ! Installation Instructions Approved for use in HVHZ: No I FL14918 R3 If Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified 8Y: Lyndonndon F. Schmidt, P.E. 43409 Impact Resistant: No ; Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports I 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 i h. Series 2900/4900 Model 2941- y Extruded PVC Picture Window 12951 / 4941-4951 Limits of Use ' Installation Instructions Approved for use in HVHZ: No I FL14118 R3 Q Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports i i Other: See INST 14918.8 for Design Pressure Ratings, any FL14218 R3 AE Eval 14918.8.odf 1 additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.9 1. Series 2900 Model 2941-2951 I Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL14918 R3 If Inst 14918.9.odf I I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf i additional use limitations, installation instructions and product t Created by Independent Third Party: Yes particulars. ! 14918.10 i j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 If Inst 14918.10.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 i Design Pressure: N/A I Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 I k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 It Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No ; Created by Independent Third Party: Yes I 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 i Created by Independent Third Party: Yes i particulars. I 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed window/Sidelite with Flange Limits of Use Installation Instructions i Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.12.odfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 jImpact 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:IANww.8oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtOquZRjSgY.21Drx23OOPLxr2KHVtY2g3r°/a2bl%2fkKOkbg8iy9GAA9b3d%3d 36 2/15/2017 Florida Building Code Online additional use limitations, Installation instructions and product FL14913 R3 AE Eval 149t8.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series S800 Model 5810 Extruded PVC Fixed window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If fnst 1a918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model S840 ' Extruded PVC Fixed Window / Transom with Nailing Fin Limits of use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.14.odf i 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 l I Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval L4918.14.odf i additional use limitations, Installation Instructions and product I Created by Independent Third Party: Yes particulars. 114918.15 o. Series 5800 Model 5840 j Extruded PVC Fixed Window / Transom with Flange i i Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL149t8 R3 If Inst 14918A5.odf 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 iDesignPressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any iii 114918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.16 I p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing FinStopper" Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 It inst 14918.16.odf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports II 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 j Created by Independent Third Party: Yes it particulars. 14918.17 I q. Series 5800 Model 5810 "Weather I Extruded PVC Fixed "Impact" Window/Sidelite with Flange iIStopper" Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes 1I Design Pressure: N/A Evaluation Reports ; S Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf l j additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. ; 14918.18 r. Series 3000/3900 - Model i Extruded PVC Picture Window with Nailing Fin 13051/3951 j Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 It fnst 14918.18.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 I 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 30SZ/3952 j with Nailing Fin i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.19.odf i 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 I 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 i Created by Independent Third Party: Yes particulars. i https://www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDquZRMOlo2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 4/5 2115M17 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 F1.14918 R3 If Inst 14918.20.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 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 ilk ir.: C: m O Page 1/ 2 0 m 1 Contact us :: 2601 Blair Stone Road, Tallahassee FL 323" Phone: SSO-487.1824 The State of Florida is an AA/EEO employer. Coovnaht 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 a -mail address released in response to a public-remnls 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 850.407. L395. 'Pursuant to Section 4SS.27S(1), 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 do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: hvj M Credit Card Safe https:/lwww.0oridabtrilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRjSga/o2(Drx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAAe/aide/aid 515 SilverLine" byAndersen r4l WINDOWS•DOORS SERIES 2900/4900 — MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evatuoted and is in compliance wilh the 51h Editlon (2014) Florida Building Code (FBC) structural requirements excluding the 91gh Velocity Ksricone Zone' (HVHZ). 2. Product anchors sholl be as listed and spaced as shown on detoils. Anchor embedment to base material shop be beyond woo dressing or stucco. 3. When used in areas requiring wind borne debris protection Ih is product Is required to be protected wilh an impact resistant covering that complies with Section W.1.2 of the FBC. 4. Site condllions that deviate from the detolls of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS MEET R DESCRIPTION 1 T al elevation, desion pressures It general notes 2 I04=#d a "dlcd cross secliam 3 Horizontal a verllcal aoss seclian 4 flock E, frame onchodre 5 0 of moterids, glazIng detdls 6 components MAX.OVERAII FIN WIDTH : Ni z I— AAA% OVERALL FRAME 1 1H OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48' x 77.48' 72.0" x 74.0" 67.0' x 69.0" Gl 50.0 50.0 7S.48' x 85AW 72.0' x 82.0" 67.0' x 77.0" G2 50.0 50.0 99.48' x 57.4W 0" x 54.0" 91.0' x 49.0" G2 50,Q P# I lit Q z: N.T.S. c ST. KV C. m• LfS me No: FL-14918.2 m a 22 2 Y n I V naI %, S` $ R z ua•: u i p\ lp [W x: V I n_ mods O E' A3c 3`ri tj o zo 2 F tl VUWIWpj z 3 EXTERIOR IMERIOR i 7 x m 2 9 Q g Ix G1 G2 INTERIOR 2 o n C C 3 ILL o EXTE1 OR ate 11 09 11 i W E• N T.S. ° 1 HORIZONTAL CROSS SECTION KV o 3 VERTICAL CROSS SECTION a.L BY. tF5 3 ROD° n°: C FL-14918.2 n srn J- or -, C C MAX 14'MNf. O.C. (IYP.)• U: O.C. (ttP.) ---I— 4'ttP. 2 ttP. i • •• of n Q! 3ioa rrrlll*1 1111 1````` o no zduM•: 11 ttP. ttP. t0 ? o _931.0o 2X BUCK M: o x O s V' . rodu apn:, 2X BUCK MASONRY _ 8d OPENING d MASONRY 4 i OPENING -j4' MAX. o T^, 4 p O.C. (ttP.) 0 UI ----I r r g W TYP. 3 o cYi o 0 BUCK ANCHORING FRAME ANCHORING m2XBUCK _L _ 6 z nn rY V W Un CONCRETE ANCHOR NOTES: o j¢ 1. Concrete anchor locations at the comer mot, be o*aled to maintain the n*L edge distance to mortar joints. 2. Concrete Oncholocolio of noted of "MAX ON CENTER' must be mgwled to ? mahloin the mh edge distance to manor joints• oddllonol concrete onchm • may be requbed to ensure Ihe'MMAX. ON CENTER" dimension we not exceeded. ; 2 3. Concrete anchor fable: e N n FRAME ANCHORING -F--1u u 2X STUD wIc I 1 09 11 T 21XAJANG TO BE DESIGNED srxr N.7. SD GMERRORARCHITECTBASED ON WIND TOADS o. o air. KV ° AND THE CIADDWG BEING USED, au. Or• LFS ; WOOD SCREW INSTATIATIONNOTES : onneeno na.: 1. Mob lah a ndnanum SAr edge defame )"end instance. A 1' oxt spacing of FL-14918.2 wood screws to prevent the spBl&V of wood. swsr 3 or V ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY 70 ADJACENT EDGE ANCHOR IiYY • 4' lA1CON ElCO 1/ 1' 1.1/4' 1' 1' ULIRACON Av t2 3/4.OVERALL y N ; a g C' i. 4!; 13 7HK. GLASS i lll gam.` e o 14 S/!2 ANNEALED p N •; 0 AIR SPACE h4 gip 9 0 c W 6 5/32 ANNEAIEU d h°c V 1/l GLASS BITE W uuNG DEruLdGI 2 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 3/4K.OVERRALL GLASS w BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. CD 5/32'IEMPERED14 au 2.95' --'--- 6 AIR SPACE 5/371EMPERED fil a Q 7 o c iR 0.%S• I I/2'GLASS BITE ' I u a m It G2 GIArING DETAIL o LA IA C 1 E Oplbnd u v_1 H O 081cI 1 u 4 R UeZ O c owe 11 09 11 SCUL• N.i.S. OGLAUNG EEAD o.c fir: KV m aa. BY: LFS ; o. — o1FIXEDfRAME FL-14918.2 u q W 9Q0 Oi Y Blll OF MATERIALS REM DESCRIPTION MATERIAL 1 MAIN FRAME WITH NAILING FIN BY SILVERUNE tl2902 a e t r 2/15/2017 Florida Building Code Online f ah--- SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Flrrca Product Approval t ") usca: public user product Approval Menu > '•xlucl nr Aouhreann Se"rti > Aoobradnn i.sc > 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@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@si(verlinewindow.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, 4' Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 CO[ CERTIFICATE of INDEPENOENCE.odf Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 htipsJ/www.(loridabUldng.orglpr/pr_app did.aspx?param=wGEVXQwtOquZRj59p/o2IDrx23OOPLxr2KHVtY2g9r%2b1%2fkKOkbgBiy9GAA%3d%3d Year 2011 2008 1996 1993 1996 2004 2005 2002 2009 2005 1/5 2115/2017 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 d ASTM E1996 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL 14918 R3 Eouiv of Standards.odf Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/201S 2012 199S 1994 0 0 Page 1/ 2 0 0 FL X 1 Model, Number or Name Description i 114918.1 i a. Model 4100 / 9100 i Extruded PVC Picture Window Limits of Use 1 Installation Instructions Approved for use in HVHZ: No j FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No II Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Other: This Product Is No Longer Offered by Silverline Evaluation Reports FL14918 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC I Created by Independent Third Party: YesversionforHistoricalDocumentsregardingthisApproval) 14918.2 `b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use j Installation Instructions Approved for use In HVHZ: No I FL14918 R3 II Inst 14918.2.odf iApprovedforuseoutsideHVHZ: 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 1NST 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. t i t 14918.3 I c. Series 2900 Model 2941-2951 Extruded PVC.Picture Window with Nailing Fin i "Weather Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 1I 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 I FL14918 R3 AE Eval 14918.3.odf I additional use limitations, installation instructions and product ' Created by Independent Third Party: Yes particulars. . 1 14918.4 d. Series 2900/4900 Models 2942- ; Extruded PVC Continuous Head and Sill Twin Picture Window i j ' 2952 / 4942-4952 i with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No = FL14918 R3 It Inst 14918.4.odf 1 Approved for use outside HVHZ: No Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 ; Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports ? Other: This Product is No Longer Offered by Silverline j FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Parry: Yes I version for Historical Documents regarding this Approval) 1 1 14918.5 e. Series 2900/4900 Models 2942- 1 12952 / 4942-4952 I Extruded PVC Continuous Head and Sill (Reinforced Integral { Mullion) Twin Picture Window with Nailing Fin I Limits of Use I Installation Instructions i Approved for use in HVHZ: No FL14918 R3 If Inst 14918.5.odf i httpsJ/www.8oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtOquZRi59%2fDrx2300PLxr2KHVIY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14913.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf ! Building Products, Corporation (See 14918.6 - 2010 FBC I Created by Independent Third Party: No 1 version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral I 2953 / 4943-4953 I Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions ' Approved for use in HVHZ: No I FL14918 R3 II Inst 14913.7.odf ' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A I 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 i Created by Independent Third Party: Yes ; particulars. i 14918.8 h. Series 2900/4900 Model 2941- i Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ; IImpactResistant: No Created by Independent Third Party: Yes ' i Design Pressure: N/A I Evaluation Reports I Other: See INST 14918.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.3.odf I Created by Independent Third Party: Yes ; particulars. 114918.9 11. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.9.odf 1 Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: YesIDesignPressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. i 14918.10 ' J. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions ; Approved for use in HVHZ: Yes i Approved for use outside HVHZ: Yes FL14918 R3 II Inst 14918.10.odf 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 14918.10 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.10.odfadditionaluselimitations, installation instructions and product, Created by Independent Third Party: Yes i particulars. i 14918.11 ! k. Series 2700 Model 2730 i Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL14918 R3 tI Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports j Other: See INST 14918.11 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.Ll.odf I additional use limitations, installation instructions and product S Created by Independent Third Party: Yes particulars. I 14918.12 I. Series 5800 Model S810 Extruded PVC Fixed Window/Sldelite with Flange Limits of Use Installation Instructions I Approved for use in HVHZ: No FL14918 R3 II [nst 1a918.12.odf ! Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any httpsJtwww.floridabUlding.orglpr/pr app dtl.aspx?param=wGEVXOwtDquZRi59%21Drx2300P1xr2KHVtY2g3r%2bl%2fkKOkbg$y9GAA%3d%3d 315 205/2017 Florida 8uilding 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 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 114918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin I Limits of Use Installation Instructions Approved for use in HVHZ: No i FL14918 R3 It Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No I Created by Independent Third Party: Yes I Design Pressure: N/A I Evaluation Reports I j Other: See INST 14918.14 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.14.odf I additional use limitations, Installation instructions and product Created by Independent Third Party: Yes j particulars. i 14918.15 I o. Series 5800 Model 5840 Extruded PVC Fixed Window /Transom with Flange Limits of Use Installation Instructions ! Approved for use in HVHZ: No I FL14918 R3 If Inst 14918.15.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 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.LS.odf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes j particulars. I 14918.16 I p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" i Limits of Use Installation Instructions iApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes i FL14918 R3 11 Inst 14918.16.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 149t8.16.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes j particulars. i 14918.17 I q. Series 5800 Model 5810 "Weather ; Extruded PVC Fixed -Impact" Window/Sidelite with Flange i Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.17.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf ' i additional use limitations, Installation instructions and product Created by Independent Third Party: Yes 1 particulars. 114918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin I 3051/39SI i I j Limits of Use Installation Instructions Approved for use in HVHZ: No 1 FL14918 R3 II Inst 14918.18.odf 1 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 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Eval 14918.18.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.19 I s. Series 3000/3900 - Model I Extruded PVC Continuous Head and Sill Twin Picture Window ' 1 3052/3952 with Nailing Fin i Limits of Use 'Installation Instructions Approved for use in HVHZ: No i FL14918 R3 It 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 i Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.0df I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I https:/ANww.floridabLilding.org(pr/pr app ol.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbgSiy9GAA%3d%3d 4/5 2r15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 30S3/39S3 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14919 R3 If tnst 14918.20.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 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Q 0 0 Page 1/ 2 0 0 Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer. Coovnaht 2007.2013 State of Florida.:. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.467.1395. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment 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 Oepartment with an email address which can be made available to the public. To determine if you are at licensee under Chapter 455, F.S., please click WM. Product Approval Accepts: MaoE Credit Card Safe httpsJ/www.Boridabuildirig.orgtpr/pr epp dtl.aspx?param=wGEVXOwtDquZRi59a/o2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3da/aid 515 SilverLine* r4l:. byAndersen 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 k to compliance with the 51h Edition (2014) Rorido Building Code (FBC) structural requirements excluding the Viigh velocity Hurricane Zone' (HVHZ). 2, Product anchors sholl be as bled and spaced as shown on details. Anchor embedment to base motedol shoo be beyond wall dressing or stucco. 3. When used to areas requiring wind bone debris protection this product is required to be protected with on Impact resistant covering that compiles with Section W.12 of the FBC. 4. For 2(stud framing construction. anchoring of these units shall be the some as that shown for 2x buck masonry conslrucllon. 5. Site conditions that deviate from the details of this drowing require further engineering onotysis by a licensed engineer or registered architect. tABLE OF CONTENTS SHEETI DESCRIPTION I 1 d elevollwx der!gn presaues b general notes 2 Hoftonld a vertical crm sections 3 Ho&Dntd a vedW cross sections 4 Buck d home onche ft S N of motak)k gloft detdl d components HANGE "DIN 72.Q MAX. OVERALL FRAME WIDTH i 03 O o O i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME O.L.O. POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSIONTYPE 72.9r x 74.9r 72.0' x 74.0" 67.0" x 69.0' G1 50,0 50,0 N.T.S. c BY. KV i by: LFS INM MD: FL-14918.8 11 1 Of 5 b I• ZIO O ID 0 P ttt` olo m o X muds z - G1 3 w J N Z VI EXTERIOR INTERIOR a 7 2 o v 1•I1,CMIN. m r EMB.IYP. 11 1 o a N Z9 3 c 1 3 = h O °• o Gl IMIOR 2 O W 03EXTERIOR scrc: N.T.S. i KV o 1 HORIZONTAL CROSS SECTION 8 ! VERDCAL CROSS SECTON aP ar lFs I 2 y oiP++nc w.: a FL-14918.8 e sn[a 2 or 5 p HORIZONTAL CROSS SECTION 3 Shownw/IXsub-buck 3 VERTICAL CROSS SECTION Q_1 Oplioiwl m.on y s1I e AERIOR IERIOR A 0 $* O:O-. C. v . I F—sn 4, 110, b$ moe W CP EXTERIOR II NIER10R 5 VERTICAL CROSS SECTION 3 Shovmw/1Xsub.butk c x i EXTERIOR INTERIOR Gl m s ZO z O o Ln h O 19 Lj ry O 2 arz: 11 09 11 swf: N.T.S. o+c. w: KV VERTICAL CROSS SECTION cm or. LFS k,2_j Opliond mosonry sA awn im. FL-14918 8 s.nu —L a —'s , 22.5 mAX. n r nvo i 2X BUC MASONRY OPENING BUCK ANCHORING MASONRY I S" MAX. O.C.(IYP) _ 6 IIYP.) I 1 3 TYP. Tl 2X BUCK FRAME 18 MASONRY MASONRY Slll OPENING 19 MASONRY SILL _ O FRAME ANCHORING 2x BUCK 1 14AX. I A, CONCREFE ANCHOR NOTES: 1. Concrete anchor kc-aflorls of the comers may be o0usled to mainfoin the min. edge distance to mortor Joints. 2. Concrete anchor locations rated as MAX. ON CENTER" must be coaled to maintain the n*)' edge distance to mortarjoink additional concrete onchors moy be required to ensure the MAX ON CENTER' dimension are not exceeded 3. Concrete anchor tobte: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR nw 1/4" 1.1/4" 2• 4' iAPCONa ELCO 1/4" 1.1/4" 1" 4' ULTRACON WOOD SCREW INSTAUATION NOTES,' Maintain a mk*mNn 5/8' edge distance. 1' end distance. a I"o.c. spacing of wood screws to prevent the spktfing of wood. IX BUC FRA MASONRY OPENING FRAME ANCHORING I BUCK z' i µme' Jr: Y of n rrrtt4t P UP "2 ti3zit56 0 e c ofCJD O W O Z j2 D tr KV C. er• LrS WC ,.o. FL-14918.d V 4 OF 5 I. ITEM DESCR P110N MATERIAL I MAIN FRAME BY SILVERIINE Y52-2151• VINYL 2 GLAZING BEAD BY SILVERUNE A52-2217• VINYL 3 q 10 X 2-I PPH SMS STEEL 6 GLAZING COMPOUND SRICONE 7 2XBlICK SG>=Q42 WOOD B MASONRY • 3.1m0 PSI MIN. CONCRETE CONFORMING i0 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 14` MAX. SHIM SPACE I I I/4' X 2-3 ' PFH ElCO OR IlW CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 17 1X BUCK WOOD 18 I/4' X 3-1/4` HWH ElCO OR ITW CONCRETE SCREW STEEL 19 I/4` X 2.1 /4' MWH ElCO OR OW CONCRETE SCREW STEEL A. 40 ••• O•% Op„1 V+? _ *`won j THK. GLASS LL ''' 14S/32'ANNEALED iryO9 l' xmnII AIR SPACE ZS/ 37ANNEALED117 BITE z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED J' BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. GI D LL =• o a 3 i o o d 4 m 2>' r N UI ZW IN n Ix Ix0. v ,I 1 Q o n = I o - Z O• t t 09 r 1 C D- GL421H BEAD e smt. N.T.S. arc• srr. KV o CAL m. LFS ; t MA FUME murx w. ° FL- 14918.8 u BILL of MATERIALS 2/15M17 Florida Bullring Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Acfida p r Product Approval USER. Public User 7-*.'-. Aw Product 40Droval Menu > 'nduct or Adui,rMien SNIMN > AOobCal,on Us: > Application aetall 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. 2S0 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@lameshardle.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@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@ jamesha rdie.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. e Validation Checklist - Hardcopy Received Certificate of Independence Jain vrax • . • as Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FFLL3192 R4 Eauiv ASTM C1186 Eauivalencv Sianed.odf httpsYAwm.floridaWIcing.orgfpr/pr ppp dd,aspx?param=wGEVXOwtDgtSk%2bGnUu47ogxmaHRnHI104CXwWRgKDf7RrxWwZsbgA%3d°/aid 1/3 f , 2/1512017 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 08/17/2015 08/26/201S 09/07/2015 10/16/2015 FL # Model, Number or Name Description i 13192.1 I Cemplank Lap Siding I fiber -cement lap siding Limits of Use I Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2SS3-IS Plank metal wood.Ddf Approved for use outside HVHZ: Yes FL13192 R4 If ER RIO-2557.IS Plank Shinole CMU.odf Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA IS- FL131.92 R4 II ER RIO-2577.15 Plank to WSP Sheathino.odf FL13192 R4 II Install CemPlank Siding.odf FL13192 R4 It NOA 15-0122.04.odf i 0122.04. Verified By: Ronald I. Ogawa 24121 ! Created by Independent Third Party: No Evaluation Reports FL13L92 R4 AE ER RIO-2SS3-15 Plank metal wood.odf i FL13192 R4 AE ER RIO-2557-15 Plank Shinole CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.Ddf FL13192 R4 AE NOA LS-0122.04.odf Created by Independent Third Parry: Yes i 113192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL13192 R4 It ER RIO-2SS3.1S Plank metal wood.odf FL13192 R4 It ER RIO-2557-IS Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 11 ER RIO-2S77.1S Plank to WSP Sheathino.odf FL13192 R4 II Install HardiePlank Siding.odfDesignPressure: N/A Other. For use in HVHZ install in accordance with NOA IS- FL13192 R4 It NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No i Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 : HardieShingle Individual Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: i 13192.4 I HardieShingle Panel Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. t i 13192.5 I Prevail Lap Siding fiber -cement individual cladding shingles Installation Instructions FL13192 R4 It ER RIO-2555.15 Shingle metal wood.odf FL13192 R4 It Install HardieShingle Siding.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R4 It ER RIO-2SSS-15 Shingle metal wood.odf FL13192 R4 11 ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 11 Install HardieShingle Siding.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FLL3192 R4 AE ER RIO-2555-LS Shingle metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Odf Created by Independent Third Party: Yes fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 If ER RIO-2SS3-1S Plank metal wood.odf httpsJ/www.floridatwilding.orgfprlpr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZshgA*/.3d o3d 1 I 20 1 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. FL13192 R4 If ER RID-2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO-2577-IS Plank to WSP Sheathino.odf FL13192 R4 If Install Prevail Lao Sidinaxdf FL13192 R4 If NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO.2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO.2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15.0122.04.odf Created by Independent Third Party: Yes 3.!ck Vez9 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 taw, 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 8S0.487. 1395. 'Pursuant to Section 455.27S(1), 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 *malls 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 4SS, F.S., please dick here . Product Approval Accepts: Fea Credit Card Safe httpsJAwww.floridabuildirg.org/pr/Pr_app dU.aspx?param=wGEVXQwtOgtsk%2bGnUu47og2cmaHRnH1104CXwhKRgKDf7RrxWwZsbgA°k3d°k3d 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. 19 HardiePlank° ARM-0 Lap Siding% JamesHardie EFFECTIVE SEPTEMBER 2013 MR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS il PRODUCTS Visit mn;r.iameshamie crm for me most recent versico. 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 HAROIEZONE°" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1O0 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS to installation. Installing Siding wet or 1 • Poriton cti ng smtcn so 11ai .,nIld vr4 (yMj dust a&:rly film user saturated may result in shrinkage at bun and allvrs in corking area. 2. Use ore of :Pe'olfw: vg med rxls: jplanks on edge. Protect joints. Carry P 9 a. Best: t. Satre ard snap edges and corners from breakage. James e. Shears iffmiaf. e'ecrc o prer,matio Hardie is not responsible for damage b. eaaa: i Oust gritring arc for sthhv appped }Rill a caused by improper storage and handling HardleSade• saw bade ard HEPA vacuum, wraction of the product. C. Good: I. Dust rec4.org circular sari with a HaRLIEla fe saw bI or4Isa to lour to moderate curd" INDOORS 1 Cut only using score and snap. or shed s (manual, electric or pneumaticl. 2 Position curing station in wed -ventilated area NEVER use a power saw indoors NEVER use a aranar saw Made that rites rot aarrY the Hade&ade saw him tredemetk NEVER dry sweep — use wet supprassion or HEPA Vacuum Important Path For mawmtun protection ('L. erz respsawe rest protluaicnf, James Hard'a raoomrnends aAvays usrg'Best'aevel cuing methods efte teasiu NIOSH-approved respmtors can be used n a nywmo n wo above prang practces to V. &.er reduce dust a4mres Additional atpasure informat!wn s availtiLle at mxut iameshartfie.corn to hey yw determine tha awst apprepnate ring meted for you ,ob i equ remene. B concern still eoiss about arposae VMS or you tfo rot campty n rJl Ina above pract teS. you shot d at:ays rxnsut a qualified r aanuial hygierat.:r contact James HanEe for lunher nfamtdon. GENERAL REQUIREMENTS: HardiePlank` lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at itoNw. iamehardie.com A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap°Weather Barrier, a non -woven non -perforated 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 o sleWall) Single ingl WallDonotuseHardiePlanklapsidinginfasciaortrimapplications. Do not install James Hardie products, such that they may remain in contact with standing water vrater-resisdve water let•in braung HardiePlank lap siding may be installed on flat vertical wall applications only. py,d or 24- o c. ma . For larger projects, including commercial and multi -family projects, where the span of the oSe Sh hpg 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 Charactenstics of James Hardie' Siding Products" at www JamesHardie.com. 00 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 Mailfine(Ifaait line Is not are required by code (as rettererced 20091RC Shia present place R703.3. 2) I lit, listener A. Joint Flashing (James Hardie recommended) r-- ' between 314" I' from top B. Caulking' ( Caulking Is not recommended raises ya. frm, of plank) for ColorPlus for aesthetic reasons as the barn'' edge of dank Caulking and ColorPlus will weather differently. For the same reason. flashing do not caulk nail heads on Harciezonui COIorPIUs products.) No diePlankIsiding C."H' jointer cover install olaafs in moderate contact at dun joints tvalet•tesLSWe warier K.../* /-* _ fastenerInstall a 1 IX sixter sen to erasure a amsisteni dai It axle leave adoroprfate gao Cehveen plants and trim, (W caulk. '•' Note: Field painting over caulking may produce a sheen difference when compared io the field painted Primet'lus. 'Refer to Caul'png section in these Instructions. For additional information on Hardiewrap" Weather Barrier. consult James Hardie at I.866-4Hardfe or vnwv.hardiewrap.mm WARNING: AVOID BREATHING SILICA DUST James Hardie' Paidwis; cxlun respuada Cr;sraQine ,diva, -M*A is knorm to the State of California to cause an" " and is considered by (ARC and NON to oe a cause of cancer from some omuoational scrces. &eathing a rcessve artanms of resdirible illicit dust can also cause a disabling and tx entialy natal lure) disease called snlicasis, and as been Ilnked mill other diseases. Some studies suggest smoking may increase these rlxa. Oumlg Astaaadon or t wndWg• (1I vitiA in oukwoor areas with amde ventilation, ill use fiber cer. ent shears to cutting w. where not feast3le, use a Iardia8laoe'saw dLde ado Tust• reraxing dreuw saw wzched to a HEPA vaaamn: (3) .tam others in the immediate area: (AI near a arooerh-Iinao.1110SH•amoveudust, maslk a resokator (e.g. 14-95) in accoromce will apokcale gm mrratt regLiL,W s ]rut r:mim-- .r instir[ttdns to lumber finul respuaole sibw sxposures. Dlutrp cle n-uo. arse FfEPA vacamn rl :vet cleanup ne111005 • nevua rfry sheep. For tunher information, reiar to.w installation insbuttions and Material Safety Cara Steel a%Wable at i-Awi. neshattBe.can or by r.aliI I •ac0.9HAP11E It •5O0.9w2.73a31 FAd!,RE TO ADHERE TO OuR WARNINGS. MSOS, AND INSTaLLA i1CH INSMUCi1CHS AIAI LEND TO SERIOL•S PERSONAL INJuRY OR DEATH. T-N. HS11119-PI/ A 6113 y >oOEM CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding 2-flashing ' As required by1RC,code min 41 x 4" Min, y4" Do not caulk in. l "-2" s111 r<< Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry V4" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension R ` usftirrglei at 1" art, aie:grpsyn r- FASTENER REQUIREMENTS "" Blind Nailing is the preferred method of installation for HardiePlank ° lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind mailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11 ga. roofing nail (0.121 " shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No 8 x 1 1/4" long x 0.375" HO) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET 6 F Panelfast` nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). 1 114-min ovenep oc2max ,, Figure 15 Nad line Nail Yhter Resiwve earner FACE NAILING Nails - Wood Framing 6d (0.113shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0. 323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin on equivalent (0.10" shank x 0.25' HD x 1-1/2" long) Nails must penetrate minimum IX' 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. 11/4'ov 24" OC mar. 4 t v4^ min overlap r 1 1 o ece nail 1 1 1 aaler esnsrrve earner Laminate sheet to be removed Immediately after installation of each course for ColorPlue products. When face nailing to OSB, planks must be no greater than 91/4"wide and fasteners must be 12" o.c. or less. Also sec General Fastening Requirements and when considering aliernatr a fastening options refer to James Hardie's Technical 3ulletin US1B 17 • Fastening Tips for HardieftnO Lap siding. HS11119- P214 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant. galvanized, or stainless steel. Electio-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 cerrosicn 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. Manufacturers of ACO and CA preservative -treated wood recommend spacer A >o PNEUMATIC FASTENING James Hardie procucts can be nano 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 nelp 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 • Dees not apply for installation to steel framing) materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach rns /T\,,\ i ` . countersunk, Z, 0HardieTrimTabstopreservative -treated wood shall be of hot dipped 4 fill & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush 00 NOT 00 NOT P317 3 or 2009 IBC 2304 9.5. Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not oe applicable to all areas wnere 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. B) 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. PAINTING IDO 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 unprimea. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSO TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and curling 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 -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 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 HARDIE2 SIDING AND TRIM PRODUCTS WITH COLORPLUS'' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, 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 Hardie' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section h5t l i ig-PIye &Q A >o COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANIC LAP SIDING WIDTH so 5IA 6 1/4 7 tr4 7 U 8 8 V4 9 IA 91,2 12 I so = too sq.fLI exposure) 4 5 6 6114 6 314 7 a 8 t/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 5o 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 1C0 80 7 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 6 150 120 too 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 2CO 160 133 128 119 114 1C0 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 210 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 t5 375 300 250 240 222 214 188 188 140 16 4CO 320 267 256 237 229 2CO 200 149 t7 425 340 283 272 252 243 213 213 158 18 1!0 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 5c0 too 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 ath IMES Evaluation Report ESR-2290. HafdiePlankO lap snag is recognized as a suitable alemahe to that specified in: The 2006.2069.42012 International Residential Code (or One - and Aw-Famry Uwegrgs, and the 2006. 2009, E 2012 International Building Code...4ardePWtk Up sidirg is also recognized for appitadon in the following C!ry of Los Argems Research Report No. 24862. State of Florda fisting FLA89 Dade County, ilodda NOA No. 02.0729 02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Procuct Evaluation EC-21. Or/ of New York MEA 223.93-M. and CaliWnia OSA PA-019. These documems should also be consuba for additional imfonnalion conceming the suitability of ok product for specific applications. 2013 James Hardie sulding Products An rights reserved. Additional Installation Information, TM, SK aril 0 denote vademarks or regrsered wwemarks of JamesHardleTechnology Lanted.<9rsaregistered naaernark Warranties, and Warnings are available at JamesHardie , of JamesHartleTecnnW4y! Limited www.jameshardie.com Pavelfast rs a registered trademark of ETdF Fastening Systems. Inc HS11119-P414 6/13 1 t , 2/15/2017 Florida Building Code Online I • r' '" SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats R Facts Publications Fec Staff scls site Map Links search b a l 0-al Product ApprovalUSER: Public User Product 400roval Menu > omduc or 400bcation Searrn > Pcnllcatlon Last > Application Detail FL # FL1326S-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer lames 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@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 01' 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. 4' Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RID - 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 Ucensed Professional Engineer or Architect FL13265 R2 Enuiv ASTM C1186 Eguivalencv Sioned.odf htfpsJ/www.floridabldldrg.orgfpr/pr app dU.aspx?param=wGEVXOwtOgvRk6bsv266FOMz7xGPgkne9YuS%2bAvrlW7KTav2gCcCpg°/aid%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 of Products Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL # Model, Number or Name I Description 13265. L Hardie5offit Panels I HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit ! panels JI Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other. For use in HVHZ install in accordance with NOA 15- 1 0122.04. Installation Instructions FL13265 R2 If ER RIO-2554-t5 Soffit wood metal.odf FL13265 R2 1I Install Hardie5offit Panel.odf FL13265 R2 11 NOA IS-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal.odf FL13265 R2 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes back 2rext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 22399 Phone: 8S0-487.1824 The Sate of Florida Is an AA/EEO employer. Coovndht 2007.2013 Sate 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 mall. U you have any questions, please contact 850.487.1395. 'Pursuant to Section 4S5.275(l), 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 do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: i Credit Card Safe I I I i I hitpsl/www.floridabtrilding.orglprlpr apP dtl.aspx?param=wGEVXQwtOgvRk6bsvZ66FOMz7xGPgkne9YuS%AvrIW7KTav2gCcCpg%3d%3d 2/2 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. HardieShing lo'"' >40. Siding v,% JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS'9 PRODUCTS visit ,vl=i iam,-snardin cnm for the most recent version. IMPORTANT. FAILURE TO INSTALL ANO 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' INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation. Installing siding wet or I. PwLr o i armrg yatrn so hat 4lf ws blow dust a•ray ,tam user 1. Cut only using shears (manual, electric or pneumaicl. saturated may result in shrinkage at butt aal others m:wikirig area. 2. Position cutting station in well -vent?ated area joints. Carry planks on edge. Protect 2. We one of lie blloxulg .neirndt edges and comers from breakage. James a.8esf: i. Shears fmareal. etecrtc or pneuraatq b. Better: n. Dust red.cng c jv saw ewpoed vain a - NEVER use a power saw indoors Hatdie is not responsible for damage Hardie8lade, sari blade aril HEPA wacuuM araaafon - NEVER tfsa a cauar saw bW2 drat does not cam fhe Hardle8lade saw blade •rxkmark caused by improper storage and handling c. Goal: i. L'est fa lzq Gpiar saw vast a Hardy satw hfatZ - NEVER dry sweep - Use wet suppression or HEPA Vacuum of the product. (crib ttse for ew to moderate aaryl MPa%R Nota. For malt nrn protemci t t %vast remirable dust produc'JCnI, James Hide reoorrJrterrts anvays loving "Best" -lave) aging memais :+Herz fpa4h e. NCH -tip eM mgrrm car be used n pry rtmn -AO above cutang pracbm m fuN.er reduce rust erpastres. Additional efposura inionnatiat s ava,ahte y at .nww.)ureshar a com to heo you de:ermra r'e most apprgnate cuuV medal for yau;ab te43remen& if cam still exm about expmuie la%els or you rb not mmpty tvsh the above pr=ces. you duo akrws consul a qualified Aft.Wrial hygienist or cONW. James Hard@e for former intarMat on. GENERAL REQUIREMENTS: HardieShingle" siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7116" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at vrtrer. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated 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. 00 NOT use stain, oiVagryd base paint, or powder coating on James Hardie , Products. CLEARANCES Install siding and trim products in Maintain a minimum 1" • 2" Maintain a minimum 1" - 2" At the juncture of the roof and vertical compliance with local building code clearance bemeen James clearance between James Hardie surfaces, flashing and counterflashing shall be requirements for clearance between Hardier products and paths, products and decking material. installed per the roofing manufacturer's the bottom edge of the siding and steps and driveways. the adjacent finished grade. Figure 1 Figure 2 siding concrete foundation • . 2 mi . i 6" mina i starter course deck Figure 3 2- instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST krnes Hardie' products contain respirade errsaatne silica. ,which fs low-m to the State of r aptornu to cause carim am is considerea oy IARC ano NOSH to 9e a cause of cancer from some ocapall" sources. Breathing excessive amcums of respiranle siraa oust can also cvtse a dsatil" am petendaty fatal lung disem caned silicosis. ano has been litkeo :rim other dseases. Some studies stages smoking mar increase these risls. Dtung installation or handing: (i) :wok In eutocor areas %%th amble ventilation: (21 use hoer cement shears for cutMg or. miere not feasible. use a Httnefllarfe3 saw olade and must-reclucing dicular sa:v auaeltecf to a HEPA vacuum: (3i %warn atlrefs in the immtafate me3: i4) wear a properly-rrttea. NOSH-worovea dust mask it respvata (e.g. N•951 in =ordance oath applicable paminent regulations and manufacturer ttstri ctions to hither lot rasoifa>le sdk3 a =we> Durvig clean-rla, use HEPA vacuums at wet cleanup inept its - neva dry sweep. For funkier ittonnatlon, r_fer to ow ins121lation instructions anti Material Safety Data Sheet 3vailaw al lAvw.00-sharde.mm or oy caning 1-300.9HARDIE it •800.9.12.7343). FAILURE TO ADHERE TO CUR W~-S. LISDS. AND INSTALLIRON INSTRUCTIONS MAY LEAC TO SERIOUS PERSONAL INJURY OR DEATH. 'a:ror. HS11121 P115 6r13 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 s dtng Oo not IX gap Caulk 0~asnmg Maintain a minimum 1 " gap between gutter ana Caps and siding & trim. Figure 6 gutter and end cap fasda Figure 7 y >o KICKOUT FLASHING Because of the volume of water that can pour dorm a sloped roof, one of the most critical flashing details occurs where a roof Intersects a sidewall The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding It is besi to install a self -adhering membrane on the mall before the subfascia and trim boards are nailed in place. and then came back to Install the kickout. wienro \ -11 -N Figure 7, Kickout Flashing To prevent water from 1II dumping behind the siding and the end of the roof intersection, install a "kickouT' as required by IRC code R905.2.8.3 . ` ..slashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100* -110" to maximize water deflection TRIM CONSIDERATION: Minimum I" trine 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). GABLE INSTALLATION: BLOCKED PENETRATIONS Penetrations such as hose bits and holes 1 Y2" or larger such as dryer vents should have a block of Irim around point of penetration. 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 %1" If you are starting above a band board 4) Set the bottom of your 1 VA" starter strip at that line 5) Place your 8 114" Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately %" above Key ways 5 per full panel Center Nail can be either one of the keyways. Stay by keyway to avoid shiners) (EXI) Blue Dots show nail placement 8) Measure up 7" with straight and 6' with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (E(2) 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!) F,nocentetetlive. Figure 10 Figure 11 Figure 9 •senostfySnwacnakaneMtkesl:etomeet i1w auk ire Soap crarnlee;'&:sao , " farM.11 tool ire 15;i ttomtlonall t f.1YN to IIIC kll TA:itlln , 1rtVa r0.'lialil itm rJ Umlef Lofse t t t o t t , t Figure 12 Figure 19 5Omn,lxyrsat Figure 14 F tt °n7a 9ces an ems crag Ina lat'.t crak 4r9 atm.01! o roL la AM S„lalo11., naa ttry rt,Yp`s.a sews,¢v a U*4 then tole al thrylles . . . / 'Vi a'41k I.re /A." 3%rsur.ar- me ine'MI itaw we p:ecos, cr.v_ mtxsur If!'.1 tll tbtY,iae ittk IPanels can also oe installed direct to stud up to 24"OC. Note. Snapoed chalk lines nelp guide installation. when installing straightedge panels or Individual shingles use a straight edge on bosom edges it uniform straight edge Is desired. HS11121 P215 8113 0 HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1 /2" long ringshank nails are used for fastening steps I- 4 HardieShingle' Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle' Staggered Edge Panel Installation Install HardieShingle t panels with joints butted in moderate contact. Due to 15 7/e.. 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 1) Install a 1 •1/4" starter strip. then install a 8-1/4" wide HardiePlank' lap siding ------ starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or , any horizontal surface. leave 1/4" gap between bottom of siding and flashing. 1;8' min. 16" or 2A" Trim gap for { . 0 c I water -resistive caulk I barrier sheathing 1 11 11 I I tl II DO NOT NAIL THROUGH * I I THIS AREA 6' t I t I 4-3/8' e e 3) Secure panel. leaving 1/8" gap for caulk at trim and continue the course course position nails on nail One and secure into framing. along the wall. Only when application is to minimum 7/16" thick APA 4) Start the second Nurse, by removing the equivalent of one full stud rated sheathingg13, positron nods on nail line spaced a cavity (16" or 24" OCI. again abutting the cut end into the trim (figs 15 & 17). maximum of 3/4' o c. Allow 3/6' from panel edges. steps s a s rhis is to prevent pattern repetition. Repeat step 3 1/8' min. gap for caulk 5) Start the third Nurse. by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third 1 s course 41 Note: For aesthetic purposes you may trim trim fist panel 8 1/4' 1 y," nk' startertohitcenterofHardiePlaarter furthest stud lap siding strip li f t1 course Ii t 1 the bottom of the panel to create a straight edge. If doing so, ensure all cuts ends are First properly sealed and painted (fig 14) -- course Figure 16 1/4" gap. Do not caulk. . • • • . ' • . . , . band board HARDIESHINGLE" 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 he 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 1 -4 Figure 16 steos586 Trim 1/6' min. 16' or 24'y water -resistive 1/8' min. gap for O.C. I barrier gapfor 1k 1 ..m i N' sheath, n,. 1 II tl Pit 00 NOT NAIL THROWN 7.TNISAREA I + panels 1 15- par J second second trim first panel 8Y" 1 %' course to nit center of HardiePlank' starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7116" thick APA rated sheathing. position nails on nail line spaced a maximum of 13 314" o c. Allow 3/8' from panel edges. HARDIESHINGLE° STRAIGHT EDGE PANEL COVERAGE Panels for sidewall application are available in 48" lengths. Pieces needed for one square (100sq.h.) of prOdtict coverage = approximately 43. based on maximum 7" exposure. HS11121 P3/5 6113 Arm)o. HARDIESHINGLE'INDIVIDUAL SHINGLE INSTALLATION HardieShingle Individual Shingles must oe installed with the widest part of the shingle placed downwards and directly to ninimum 1116" thick Figure 18 g Trim 1/8" min. 16" or 24" water -resistive sheatnin . o c. Fastener Requirements gcat k barrier 0.091" x 0.221" HO x 1 1/2" or 0.121" x 0.371" HO x 1 1/4" long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thickAPA rated sheathing. HardieShingle' Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels - t - about trim boards Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 19). 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 1/2" between successive courses. again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE3 INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidevvall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. h.) of product coverage, Shingle Number Pieces Width of Bundles per Bundle 4-3116" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 HARDI ESHIN GLE" HALF- ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HO x 1 1/2' long ringshank nails are used for fastening HardieShingle^ Half -Round Panels to both framing and to 7/16" thick APA rated Sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle panels with joints butted in moderate contact. Due to Figure 19 15-1/4" shingle -- 7- max. exposure Install with the, widest part of the shingle placed downwards Figure 20 tnm board overlapping of the joints, caulk is not required except where panels abud 1/8 gapfor trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. caulk 1) Install a 1-1/4" starter strip, then install a 8.1/4" wide HardiePlankl lap siding starter course. 2) Place first panel so that panel end centers over said. Trim panel as 15 1/4" needed. Butt the an and into trim as shown (figs 20). When installing shingles over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and flashing. 3) Secure panel. leaving 1/8" gap for caulk at him and continue the course along the wall. 1) Start the second course, by removing the equivalent of one full stud cavity 16" or 24" OC), again abutting the cut end into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course. by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. sheathing I I postion nails on nail line a 8%" 1Y.. minimum 3/8" from edge Ha(diePlank° starter lap siding strip position nails into framing through previous courses. 1 Only when application is to minimum 7/16" thick APA rated sheathing, position nails spaced a maximum 13 314' o.c HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow 3r8'from paneledges 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. water -resistive barrier' s ace s ingles Max 1/4' apart eave a min lap 1 11.1/2- between tints to succeswe ours 1 114" starter strip 8-1/4" HardrePlank• lap siding HS 11121 P4/5 6113 y M. CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square mod strip on inside corner, flashing behind. Figure: C. Laced outside corner 0. Laced inside corner. minimum (1'1 thick trim -Fn 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. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, rill nail hole and add a nail. (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. 1 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardiee Products. James Hardie° products must be painted within 180 days for primed product and 90 1714 countersunk, days for unprimed. In addition non ColorPlus' product versions of HardieShingle• Siding fill & add nail require a field applied prime coat. 100% atxylic 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 B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS. Class 25 or higher or a latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufactuers 00 NOT allow tooling. PRIMING & PAINTING 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 nnse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle' siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where passible, 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 Thad party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE-9 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 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 Colorf lus products, refer to the ColorPlus touch-up section RECOGNIMN: In accordance Win IMES Evaluation Report M2290. FkNie!bNle lap siding is rem as a suitable alternate to that specified in: fhe 2006.2009A2012 Internatiional NesiderGial Cade for One- and Two -Family Dwellings, and the 2006. 2009. d 2012latemational Moiling Code.. Hard'eSnngle lap siding is ado recognized for application in the lftvitig: City of Los Angeles Research Repon No. 24862. State of Ronda listing R.M. Dade County. Florida NOA No 02-OM.02, U.S. Dept of HIID Materials Release 1263c. Tags Department of lhsurarre Product Evaluation EC-23. City of New Nods MEA 223-91M, and California OSA PA-019. Tiuese documents should also be cmmAted for adSdanal information concerning the suitafxlity of Otis product for specific applications O 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.jameshardie.com for Additional S TM, SM. and ® denote trademarks or registered trademarks of Product Information and Availability, J a m es Ha rd i eJamesHardieTechnologyLimited. . is a registered Installation Information, Warnings, and Warranties trademark of James Hardie Technology Limited. HS11121 P5/5 6/13 P Q 2/15/2017 Florida Building Code Online w,y.,4q,+ M•,v,r:,"„„'aE.•i ,%:.;{:% Ilers}a E Xit6P ptuhlo vi6igNg` eam tYipPPp flOfiC a Product USER: Pub aooroval tlenu > .'m r or 4oc4catian 5+nru > neclicartor i_ist > Application Detail Approval lic User FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden d Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALCSS001 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 httpsitwww.floridabUlding.org/pr/pr app dtl.aspx?param=wGEVXd`nrlDquk24AUC°2(EHMrNrkL4bysALEZSXMjsX5GE0%2f1CXzYpyxA0/*W/*3d 1/2 A t 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL g Model, Number or Name Description i 12194.1 I Alumunum Coils Aluminum Soffit 1 Aluminum soffit panels units of use Installation Instructions Approved for use in HVHZ: No FL12194 R3 it ALC1S001 Evaluation Reoort 2014 FBC 04 T4 i Approved for use outside HVHZ: Yes Sof i s d Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 1 Created by Independent Third Party: Yes Other. See Evaluation Report for limits of use. ! Evaluation Reports FL12194 R3 AE ALCLS001 Evaluation Report 2014 FBC 04 T4 ! Soffits.odf Created by Independent Third Party: Yes 9otk Nn rt Contact Us :: 260t Blair Stony goad Tallahassee FL 32399 Phone* 850-497.1824 rife State of Florida IS an ANEW employer, Coovriaht 2oo7.2013 State of Florida.:: Privacy Statement :: Acoassibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the ofnce by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant to Section45S.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not vash to supply a personal address, please provide the Department with an email address Can be please tx_e which madeavailable to the public To determine If you are a licensee under Chapter Product Approval Accepts: 0Ft -- q F QMCredit Card Safe httpsJ/ www.floridabuilding.org/pr/pr app dtl aspx?param=wGEVXOwtDquk24AUCa/o21EHMrNrkL4bysALEZSXMjSX5GEO%2f1CXzYpyxA%3d°/4Jd 2/2 f TRINITY i ERD i EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization K9503 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: tttttrlr, v': The facsimile seal appearing was aullicr4ed by Robert Wteminen, Robert J.M. Nieminen, P.E. p, ' a'= Fs P.E. on 06/23/201S. This does not serve as an alectronicagy signed Florida Registration No. 5916t3, Florida Ot:4 ANE1983 document. signed, seated haedcopies have been transmitted to the Product Approval Admin&razor and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity ( 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, I.I.C. 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)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. I 1 TRINITY i 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 OS/01/2008 CTL (TST1577) 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 in2/ft for the 16-inch 'full vent' configuration, 11.1 in2/ft for the 16-inch 'center vent' configuration, 12.5 in2/ft for the 12-inch 'full vent' configuration or 4.2 in2/ft for the 12-inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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. S.4.3 Use of Appendix 2 is limited to enclosed buildings (GCpi = ± 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 (Kt = 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 AH1 may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Cerdraate of Authorization #9503 Evaluation Report A13360.02.09-R2 FL12194-R2 Revision 2: 06/23/201S Page 2 of 3 r" } 1l J TRINITY j ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Oesign, I.I.C. CerUjloate alAuMoilkation 89S03 Evaluation Report A33360.02.09-R2 FL32194-R2 Revision 2: 06/23/2015 Page 3 of 3 238" CHANNEL ('M ALUMINUM 0.0165" nominal thickness Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization N9503 Robert Nieminen, PE-59166 18' BLANK 3 / 8 PROFILE 25 TYP. 125 TYP. TRINITYJERD 2 625 REF. 50 TYP. DIDDDD OOODO DOD000 N DOODO DODDDO DODOD VVIDE LOWER PATI RN (F i •• cl LOUVERS FORMED IN SAME DIRECTION AS RIBS) Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 UTRRINITY IERD 12- FULL VENt Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 49503 Aluminum Cods, Inc. Robert Nieminen, PE•59266 Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WINO PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MOP (PSQ 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 1-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 +2S.6 / -25.6 8 8-2 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 t27.0 / -36.1 11.12 B-4 8 16 1-Channel (stapled to wood) Fascia Cap r235 / -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. 'MOP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The 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 (GCO = t 0.18), no load combinations (K. = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7.10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. S. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 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. v) OeO 7. For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners shall be corrosion resistant. i Exterior Research and Design, I.I.C. 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-S9166 Appendix 2, Page 1 of 14 TRINI-fY HERD TABLE A-1: 124nch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia CapMax. Max. Max. Max. System Span MOP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. I% -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, IV-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 embedment diameter trim nail tin. 313" haad dia. nail with min. 1%" angagement(for wood wjba:_acal or min. 0.097" dia. T-nail or stub nail with min. S 8" angagement(for concrete or block 9uhstrate) , Spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-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 Tdnityl ERD Certificate of Authorization k9S03 Prepared by: Robert Nieminen, PE•S9166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/201S Appendix 2, Page 2 of 14 J TRINITY i ERD Table A -la: System No. i & 2 - Exposure B Eave Height (ft) Pressure Lone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 0<h<30 4 OK OK OK OK OK OK OK S OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK Ox OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO S OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO S OK OK OK NO NO NO NO Table A-1b: System No.1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 0<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h120 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO S OK OK NO NO NO 30<h<40 4 OK OK OK NO NO S 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-1c: 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 S OK NO NO NO 30 < h < 40 4 OK OK NO NO . S OK NO NO NO 40<h<50 4 OK OK NO NO' S OK NO NO NO , SO < h < 60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-112 Certificate of Authorization #9503 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{hannel Max. System No. Span inch) Max. Fastener SpacingHwood Substrate Three (3) min. X x Y.-inch 3 12 crown staples 24" o.c. wood in a diamond pattern QY,TRINITY:ERD Eave Side MOP Soffit Fascia Cap Max. Max. Fastener Spacing Fastener Spacing psf) One (1) min. I% - One (1) min. Y. x inch long x 0.072• 48.0 Y.-Inch crown 8" o.c. Inch diameter x 48" O.C. 64.2 staple min. X-inch head diameter trim nail Lj 11%, v..r. SOFFIT STAPLE OPEN RAFrEER I DIAMOND PATTERN AIDET L 3/4• x I/4' CROWN STAPLES USING A OIMIOND Lsrrir i PATTFAN I FACIA BOARD--- i t-'7l I fASCu CAP 3/4• x 1/4' CROWNATRIMHMML FACIA BOARD I STAPLE•B•ONCENTER P1-3/4"TRW NAIL FASCIA CAP F• CHANNEL CAW BE PAINTED S.S. 4a• INSTALLED WITH THE O.C. 3/4" x 1/4• NNUNG FLANGE UP OR CROWN STAPLE DOWN SOFFIT- max. 12-inch span SOFFIT SOFFIT &FASCIA DETAIL Table A-2a: System No. Eave Height (ft) 0<h<30 30<h<40 40<h<50 So<h<60 I - Exposure B Basic Wind Speed (mph) Pressure Zone 110 120 110 140 ISO 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO 4 tOK OK OK OKOK OK OK OK OK OK 5 OK OK OK OK OK OKOK NO NO 4 OK OK OK OK OK OK OKK NO 5 OK OK OK OK OK OKOK NO Evaluation Report A33360.02.09-R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization 119503 Appendix 2, Page 4 of 14 Prepared by: Robert Nieminen, PE-59166 TRINIIY;ERD Table A-2b: System No. 3 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40 < h < 50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50 < h < 60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK I 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 IS0 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO S 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( ERO Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report A13360.02.09-R2for fL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 5 of 14 r J TRINITY i ERD i TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap wall Side Eave Side J-Channel to Substrate Soffit to J-Channel Soffit Fascia CapMax. Max. Max. Max. Max. System Span Sub- Sub- MOP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1Y.- Three (3) min. B8 x One (1) inch long x min. Y. x Y.- K-inch min. X x OA72-inch 4. 12 wood Inch crown 24' o.c. long x 16' o.c. wood 9-inch 8' o.c. diameter x min. 48" o.c. 48 0 staples in a 3/8-inch Crown Y.-inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER 3/4- X 1/4' CROWN STAPLE -24- ON CENTER USING A OtAMONO PATTERN I J-CHANNEL 1-3/4' TRIM NAIL Crewed to !attic PAINTED S.S. 48' it one(l) N8 x L/P x 1/8• heed O.C. diameter screw, 14, G.C. SOFFIT -max. 12-inch span WOOD OR BLOCK SUBSTRATE I MrRI ; SOFFIT STAPLE E DIAMOND PATTERN DETAIL FACIA BOARD i .'; r.n,cs w1vtmI i FASCIA CAP 3/4' X 1/4' CROWN fACIA BOARD STAPLE -a' ON CENTER 1-3/4' TRIM NNL PAINTED S.S. ASCU CAP 3/4' X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A-3a: System No. 4 - Exposure 8 Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 180 290 200 0<h530 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40 <h<50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO SO<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO 1. NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 09503 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 IS0 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 I OK NO S 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 SO<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 0 Eave Height (ft) 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 S OK OK OK OK NO NO NO 40<h<SO 4 OK OK OK OK OK OK NO 5 OK OK K OK NO NO NO, 50<h<60 4 OK OK K1::CK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERO Evaluation Report A13360.02.09-R2 for PL12194-112 Certificate of Authorization 89503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 J' TRINITY: ERD TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side Eave Side f-Channel Soffit Fascia Cap Max. MOP Max. Max. Max. System No. Span inch) Substrate fastener Spacing Substrate fastener Spacing Fastener Spacing psf) One (1) min.1Y.- One (1) min. inch long x 0.072- 3/8-inch head One (1) min. 3/8 inch diameter x 36" o.c. S. 16 Wood diameter nail, 24" o.c. Wood x 3/8-inch crown 16" o.c. min. 3/16-Inch 125.6 min.1.25-inch staple head diameter embedment trim nail Htn. 3/3" heat I— nail •::i elr.. t!^ ongsgamancitor Trod-uba:r..ca! or min. 0 097" .]Sn. T•nail or stub nacl with m:n. S;E- engo.pmn-ifor con_:aca or block s-jhscra'.a1, spe *a ea nor."d abevo. ASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL I wnc- oc 91a:k X FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD //T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Table B-1a: System No. S - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0 < h < 30 4 OK OK OK- S OK OK NO 30 < h < 40 4 OK OK OK 5 OK NO NO 40 < h < 50 4 OK OK NO S OK NO NO 50 < h < 60 4 OK OK NO 5 OK NO NO Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for f112194-R2 Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE-59166 JTRINITY 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 System Max. Span MOP psf) Max. Fastener Max. Spacing Fastener Max. Spacing No. inch) Substrate Fastener Spacing Substrate One (1) min. One (1) min. I%- 0.097-inch One (1) min. 3/8 inch long x 0.072- 6. 16 Concrete or CMU diameter nail 24• o.c. Wood x 3/8-inch crown 16" o.c. inch diameter x min. 3/16-inch 36' o.c. r33.3 block or stub -nail, min. 5/8-inch staple head diameter embedment I trim nail Min. 3i8" head dia. nail with min. 1W" ngagemen:(for wood substrate) or min. 0.997" dia. T-nail or stub nail with min. 5/8" angagamenc(fer concrete or block, subatrace), spaced as noted ak.ve. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" 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, I.I.C. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194•112 Certificate of Authorization st9S03 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-S9166 Appendix 2, Page 9 of 14 J, TRINITY I ERD Table 8-2a: System No. 6 - Exposure 8 Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 0 < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h 140 4 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < SO 4 OK OK OK OK NO 5 OK OK NO NO NO SO < h < 60 4 OK OK OK OK NO 5 OK OK NO NO I 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 1S < h < 20 4 OK OK OK NO ' S OK OK NO NO 20 < h < 30 4 OK OK OK NO S OK NO NO NO 30 < h < 40 4 OK OK NO NO S OK NO NO NO 40 < h < SO 4 OK OK NO NO 5 OK NO NO NO SO < h < 60 4 OK OK NO NO 5 NO NO NO NO Table 6-2c System No. 6 - Exposure D . Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 0 < h < 1S 4 OK OK 5 OK NO 15<h<20 4 OK OK 5 OK NO 20<h<30 4 OK OK 5 NO NO 30<h<40 4 OK NO S NO NO ' 40<h<SO 4 OK NO S NO NO SO<h<60 4 OK NO 5 NO NO Exterior Research and Oesign, LLC. d/b/a TrinitVI ERD Evaluation Report A13360.02.09-R2 for f112194-R2 Certificate of Authorization 49503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 10 of 14 r 1 TRINITY ERA TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MOP Max. Max. Max. System No. Span inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) Three (3) min. One (1) min. I%- x Y.-inch One (1) min. Y. x Inch long x 0.072- 27 0 7. 16 Wood crown staples 24' o.c. Wood Y.-inch crown 8" o.c. inch diameter x 48" o.c. 36.1 in a diamond staple min. Y.-inch head diameter trim nail pattern I I I I i VW KrW= SOFFIT STAPLE t DIAMOND PATTERN DETAILL"Wa=07CROWNSTAPLES USING A OIAMONO PATTERN J FACIA BOARD FASCIA CAP 3/4' x 1 /4- CROWN STAPLE '8' ON CENTER 14S.S. P1-3/4' CIA BOARD TTLM NAILL'F' CHANNELGIN BE PAINTEO S.S. 48' FASCIA CAP INSTAl1E0 WITH THE mUNG FLANGE UP OR O, C, 1/4- OOWN WN STAPLE SOFFIT - max. 16-inch span SNOUB00STRATE SOFnt SOFFIT & FASCIA DETAIL Table B-3a: System No. 7 - Exposure B Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1SO 160 0 < h < 30 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40 < h < SO 4 OK OK OK OK OK NO S OK OK OK NO NO NO SO < h < 60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 89503 Revision 2: 06/23/2015 Prepared by: Robert Nleminen, PE-59166 Appendix 2, Page 11 of 14 f• ERDJTRINITY . Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure tone Basic Wind Speed (mph) Ito 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK OK NO 15<h<20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK OK NO NO 30 < h < 40 4 OK OK OK NO 5 OK NO NO NO 40 < h < SO 4 OK OK NO NO S OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table 8-3c: 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 IS<h<20 4 OK OK OK S OK NO NO 20<h<30 4 OK OK NO 5 OK NO NO 30<h<40 4 OK OK NO S OK NO NO . 40<h<50 4 OK OK NO S NO NO NO SO<h<60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE•59166 Evaluation Report A13360.02.09-R2 for FL12194•R2 Revision 2: 06/23/2015 Appendix 2, Page 12 of 14 TABLE 84: 16-inch Span, J-Channel (stapled to wood) & Fascia Cap Wall Side 1-Channel Max. Fastener Max. spacing System No. Span inch) Substrate Substrate Three(3) min. x %-inch 8. 16 Wood crown staples 24' o.c. Wood in a diamond pattern OPEN RARER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 1-3/4- TRIM NAIL] PAINTED S.S. 48- O.C. SOFFIr—max. 16-inch span WOOD OR BLOCK SUBSTRATE i TRINITY ' ERD Eave Side MOP Soffit Fascia Cap Max. Fastener Fastener Spacing Psf) One (1) min. lY.- One (1) min. % x inch long x 0.072- 23.5 Y--Inch crown 8" o.c. inch diameter x 48' o.c. 31.4 staple min. X-Inch head diameter trim nail SOFFIT STAPLE SfAp= ; DIAMOND PATTERN I DETAIL FACU BOARD , "oftes'ir FASCIA CAP 3/4- X 1/4- CROWN 1JNWA&L, CIA BOARD STAPLE -8' ON CENTER PFASCIA CAP X 1/4- WN STAPLE SOFFR SOFFIT & FASCIA DETAIL Table B-4a: System No. 8 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 0<h<30 4 OK OK OK OK OK 5 OK OK OK NO NO 30 < h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK OK NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 13 of 14 f1 1 TRINITY I ERD Table 84b: System No. 8 Exposure C Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK S OK OK NO 1S < h < 20 4 OK OK OK S OK NO NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO S NO NO NO SO < h < 60 4 OK NO NO 5 NO NO NO Table 8-4c: System No. 8 - 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 NO NO1S < h < 20 4 OK NO 5 NO NO20 < h < 30 4 OK NO S NO NO30<h<4O 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NOSO < h < 60 Exterior Research and Design. LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 14 of 14 r ^ 21ISM17 Florida Building Code Online mw'. L l 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats h Facts Publications FSC Staff SC15 Site Map Links Search Flci ida ig Product ApprovalaaxUSER: Public User J9 V:J Praeutt An meal Menu > P:nAnc pr ipoucaaon Sear,.? > Application List > Application Detail FL 9 FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-S9166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE 4' Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 C01 Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM 03161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By hops:/Mrww.Ooridatwilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDquracBeVCbdMONZD6Zesy3BpT6YGGOoRawtpb5sSbzrBO°k3d°3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 08/26/2016 Date Pending FBC Approval 08/30/2016 Date Approved 10/13/2016 Summary of Products FL !R Model, Number or Name Description i 10 124. 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge I asphalt shingles Limits of use Installation Instructions iIApprovedforuseInHVH2: No FL10124 R19 11 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shinales FL10124-R19.odf I Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other- Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shinales FL10124-R19.odf 1 Created by Independent Third Party: Yes Back (Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Piave: e50.487•t824 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-recoMs request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have arty questions, please contact SS0.487.139S. 'Pursuant to Seaton 4SS.17S(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 do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public- To determine If you are a licensee under Chapter 4SS, F.S., please dick b&M_. Product Approval Accepts: 0 Etic- M Credit Card Safe https:/Af4ww.Floridabuilding.cgprlpr app dU.aspx?param=wGEVXQwtDquracBeVCbdMONZD6Zesy3BpT6YGGOoRawtpb5sSbzrBOg/g3dp/o3d 212 I TRINITY ! ERD i EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate o/Authorkation //9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE:1203) 262-924S FAX: (203) 262.9243 Evaluation Report 01506.01.08-R17 FL10124-RIS 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 5t° Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LA89LING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT. The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: M+ Z. Robert J.M. Nieminen P.E. v Fs , 44 '.• The lautma.mlappeadogwas eahahedbyiaWrtN4mYnn, P. E m m/11A011 thu en doesnotseesen eleatoolWlr daned Florida Registration No. 59166, Fooridd DG4ANE2983 t7+,,,.N' dommaet. sunedL UAW hardmwnham been tw4mawmshe atodoa Appteval AdmWa atot and to the umed diem CERTIFICATION OF INDEPENOENCE: 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. Trinity) 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, not 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. J TRINITY i ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida 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 1507.25, R90S.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1S07.2.7.1. R905.2.6.1 Wind Resistance TAS 107 199S 3. REFERENCES: Entity GAF (PDM 1915) PRI (TSTS878) PRI (TST S878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 UL (TST 17401 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 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 1740) UL (TST 1740) UL (TST 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (rST 1740) UL(TST 1740) UL (TST 1740) Exterior Research and Design, U.C. Ceidlitote of Authorlration N9S03 Examination Letter of Equivalency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM 03462 TAS 107 ASTM 03462 ASTM 03161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03162. TAS 107 ASTM 03161. TAS 107 ASTM 03161 ASTM 03462 ASTM 03462 ASTM O3161 ASTM 03161 ASTM 03462 ASTM 03161 ASTM D3462 ASTM 03161 ASTM 03161,03462 ASTM 03161, 03462 ASTM 03161, 03462 ASTM 03462 ASTM D3161, 03462 ASTM 03161 ASTM 03161 ASTM 03161 ASTM D3161.03462 ASTM 03161. D71S8, 03462 ASTM 03161, 03462 ASTM 03161, 03462 ASTM 03161, D3462 ASTM 03161.071S8, 03462 ASTM 03161.071S8, 03462 ASTM 03161, 071S8, 03462 ASTM 03161, 07158, D3462 ASTM 03462 ASTM D3462 ASTM D3161, 07158, 03462 ASTM 0316L 071St 03462 ASTM 03161, 071SR, 03462 Reference Seal.A•Ridge Impact Resistant IR GAF•OS9A2-01 GAF•080-02-01 GAF•407.02-01 93NK6295 99NX43835 94NK9632 OINK06632 01NK9226 OINK37122 OINK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK:3850 04NK139SO 04NK3OS46 04NK22009 04NK220C9 OSNK27924 OSNK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA4109S 07NKOS229 06CA31611 06CA61148 07CA31742 O8CAC6100 07CASS908 09CAlOS92 09CA06956 09NK06647 09CA27281 10CA3S554 IOCA13686 JOCA07264 10CA11953 1ONK119SI IONK12070 OBCA06100 Datg 01/13/2012 09/02/2034 05/2S/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C1 OS/21/20C3 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/1!/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 O2/11/2006 06/05/2006 C6/16/2006 10/18/2006 12101/2006 12/27/2006 03/ 13/2007 04/ 04/2007 04/ 09/2007 11/ 08/2007 03/ 13/2008 04/ 01/2008 03/ 26/2009 OS/ 15/ = 08101/2C09 08/27/ 2009 03/ OS/2010 05/ IS/2010 O5/ 27/2010 10/ 29/2010 10/ 30/2010 11/ 04/2010 01/ 30/2010 Evaluation Report O1SOISALMR17 FL10124- RIS Revision 17: 03/31/ 201S Page 2 of S TRINITY I ERD Entity Examination Reference Date UL(TST 1740) ASTM 0316L 07158,03462 IOCA53934 03/31/2011 UL (TST 1740) ASTM 03161, D7158, 03462 11CA48924 10/22/2011 UL(TST 1740) ASTM 03161,07158,03462 11CA47919 12/03/2011 UL (TST 1740) ASTM 03161, 07159, 03462 IICA48408 12/08/2011 UL(TST 1740) ASTM 03161,D7158,03462 11CA4872S 12/09/2011 UL, LLC. (TST 9628) ASTM 03462 12CA34891 10/12/2012 UL, I.I.C. (TST 9628) ASTM 03161, D7158, 03462 12CA58151 02/15/2013 UL, LLC.(TST 96281 ASTM 03161 12CA38083 02/26/2013 UL. LLC.(TST 9628) ASTM 03161 13CA32332 06/18/2013 UL, I.I.C. (TST 9628) ASTM 03161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/06/201S 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 Ut, 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, MO 02/11/2015 UL. I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2Ot5 Ut, 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 U1, I.I.C. (QUA 9625) Quality Control inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt 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* 11, Grand Canyon°, Grand Sequoias, Grand Sequoia• IR, Monaco*, Sienna*, Timberline American Harvest*, Timberline* ArmorShield'" 11, Timberline* Natural Shadow°, Timberline HO*, Timberline* Cool Series, Timberline Ultra H0* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline• Is a fiberglass reinforced S-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 Weather8locker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERO 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 HVHL S.3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. S.4 wind Classification: 5.4.1 The GAF asphalt shingles noted In Section 4.1 are Classified in accordance with F9C Tables 1S07.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V,M =150 mph (V,a -194 mph). Refer to Section 6 for installation requirements to meet this wind rating. S.4.2 The GAF hip & ridge shingles noted In Section 4.2 are Gassified In accordance with FSC Tables 1SO7.2.7.1 and R905.2.6.1 to ASTM 03161, Class F, indicating the shingles are acceptable for us In all wind zones up to V„4 = 150 mph V„a a 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report OLS06.01.08•R37 Certificate oJAutho itatlan #9503 FL10124-R1S Revision 17: 03/31/2015 Page 3 of 5 1 tom •` J I ERDTRINITY, S.4.3 Classification by ASTM 07158 applies to exposure category 8 or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20.3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1S07.2.4 or R90S.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 1SO7.2 or R905.2, with the following exceptions: Camelot, Camelot It, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. 1a 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 1S07.2.6 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 manufacturers 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 I< (2921tun) I' Sa®ante mm) F.ndulLddWI& M 01" t. i 1 _•• - Yi..r ra_!'1'.i i h.1 ..ate^• - 305 mm) 660. 104 W M6 mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R17 Certi/tcate ojAuMarization #9503 FLI0124•R1S Revision 17:03/31/201S Page 4 of 5 JTRINITY (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. f25mm) <:5mm ;d ed'utGrehdtd i'7—= fG(1 ,ii.'ha4Sy W:r: y +"1 ^" 9' 229 mnnt tr ' f:iCS rnn>) 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than F8C 1507.2.6 or R905.2.5. Staples are not permitted. 7. LAeEUNG: 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 F8C 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 CIA entity for Information or. which plants produce products covered by Florida Rule 61620-3 OA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - i I I Exterior Research and Design, LLC- Evaluation Report 01S06.01.084137 Certificate of Authodzedon 99S03 Fu0124R1S Revision 17: 03/31/2015 Page S of S 2f15/2017 Florida Building Code Online r p- BCIS Home Log In User Registration Hot Topics Submit surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search Florida pr Q, a Product ApprovalUSER: Public User Proouct Aoomval '•Ienu > Piom:.:l cr Aoolicahnn Saa. In > AOOIi0tiOn !,St > Application Detail FL Jf FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i 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) 94S-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.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https:lhmw.loridabuilding.orgfpr/pr_app Cil.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhy12u8kQGQyljaHhVeiOpVSvxwSdCOQ%3d%3d W 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name ' Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use I Installation Instructions Approved for use in HVHZ: No I FLIS216 R2 If 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- I Approved for use outside HVHZ: Yes i R2.odf jIImpactResistant: N/A I Verified By: Robert Nieminen PE-59166 j Design Pressure: N/A , Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216-' R Creat edd by Independent Third Party: Yes I 9acx :ten Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-t82a The State of Florida Is an AA/EEO employer. Coovriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flarida 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 0S0.487.1395. 'Pursuant to Section 4SS.27S( 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 do riot wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455. F.S., please dick b=. Product Approval Accepts: M Credit Card Safe httpsJlwww.fltxidatndlding.orglpr/pr_app dU.aspx?param=wGE:VXQwtDgv3yWKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3clO 2R TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 119S03 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R2 FL1S216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/201S 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: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity 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. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. S9166, Florfdo DCA ANE1983 rIFS: •....:..,G. • The fmins a seal appearing was authorited by Robert Nieminen, P.E. on 04/27/2015. This does not serve ss an ekaronkdly sdned document. Signed, seated Mrdcoprs have been transmitted to the Product Approval Administrator and to the 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING 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, T3507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.S on Heating 1507 2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.9.3 Heating, Liquid water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS (TST1S09) Physical Properties 100539395COQ-CW 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 0226, Type I or Type 11 felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. S.S Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF CoveR OPnoNs Underlayment Asphalt Nail -On Tile Foam -On Tile Metal wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes NO NO Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type 1 or II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificate of Authorizotion #9503 FL1S216-R2 Revision 2:04/27/20LS 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 Slooe > 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 Slone < 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 C!A entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) S20-3321 ENO Of EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12•R2 Certificote of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 I 2/15/2017 Florida Building Code Online rogx- SCIS Home Log in user Registration Hot Topics Submit Surcharge I Slats 6 Facts Publications FBC Staff SCIS Site Map Links Search FL "dt3 pr RI Product Approval 1 USER: Public User Product Acoroval Menu > Pmdoa ar Aoulvaner Search > , oolirat-on t.•;t > Application Detail y FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature lames Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/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 0: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16568 R1 COI CertOtIndeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 hltpsJAilrww.floridabuilding.orgfprlpr app dtl.aspx?param=wGEVXOwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG GRM%Zf w%3d%3d 1/2 2M512017 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 8 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 I Approved for use in HVHZ: No Installation Instructions FL16568 R1 If 01 MMI-2 OffRidoeVent-ASTME330- i Approved for use outside HVHZ: Yes Steel EVALREPORT.odf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 I *31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes itations of use. Refer to manufacturer's installation Evaluation Reports as a supplemental guide. FL16568 R1 AE O1 MMI-2 OffRidoeVent-ASTME330- ittructions i Steel EVALREPORT.odf i Created by Independent Third Party: Yes ; 116568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for i shingle roofs mechanically attached to Plywood Deck. 4', 6% ' 8% 10' Nominal Lengths Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 1 Installation Instructions FL16568 R1 If 02 MMI-28 OffRidoeVent-TAS 1100 EVALREPORT.odf I Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. ' 1931242 Created by Independent Third Party: Yes Evaluation Reports I FL16568 R1 AE 02 MMI-2B OffRidaeyent-TAS I100 EVALREPORT.odf I Created by Independent Third Party: Yes tt 1Clc ,---- Contact Us :. 2601 Glair Stone Road. Tallahassee FL 32399 Phone: 8So-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 *-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 8S0.497.139S. 'Pursuant to Section 4SS.27S(t), 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 licertsee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick &jr_. Product Approval Accepts: Credit Card Safe httpsJ/www.floridabLilcing.org(pr/pr app dtl.aspx?Wam=wGEVXOwtDgvgqu2wa/*2bnFgUFti4vGKu5LJrT5vMEPb8tdbciEG9GRM*/o2kwg/*3d*AM 212 CBUCK F-ngineering Specldiiw S&UC*urdl i:f 1191171PEPrlf 1Q CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 Mar. 41.. c Mal W Ihaa.m tourer ENSF' •, tcp No 31232 0 * = STATE Of _ ON AI OWt,m UVWd er 12 t t. 8rkftet. 011. CBUCK, Inc. 2015.03.0210:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (S61)491-9927 Fax: (S61)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 2 -1 MM2-St0RV-ER_14 of 7 Speclaltj Structural Encglneertnq Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 7S PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CSUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Specialty Struchiral Englfine h-Ig CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Ootion for aoolication 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). CSUCK EngIneerinq FL #: FL 16S68.1 Rl Date: 2 / 26 / 15 Report No.: is-1o4-mm2-St0RV-ER_14 Page 4 of 7 Spe clatN Structural Englneerinq 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 1S06.6 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 aeNOf'MM2 StORV-ER_14CBUCKEngineeringPageSo Spe--1c9WW Structural Erommewing CBUCK, Inc. Certifrcote of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16": Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL R: FL 16568.1 R1 Date: 2 / 26 / 15 q Page R No.: 65o104-MM2-StORV-ER_14CSUCKEngIneerin S 3eclaftLj Structural Englneefinq CBUCK, Inc. Certificate of Authorization a8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 12" 4 1/2 in. 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-Z' Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) Fl. #: Fl. 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-104-MM2-StORV-ER_14 SppcIcgIN Stn-jc= 'txal EnQIneerInQ Csucx, Inc. Certrficate of autnonzatron asu64 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. r i 1 1/2" 4' o.c. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gage Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. \e • 6 R. e 9 8 R. e • 24' • 4.?• Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 06 2/15/2017 Florida Building Code Online 1 SEEMS SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff SCIS Site Map Links Search db bi a„ Product Approval USER: Public User P,Wuct ADoroM Menu > Prtx4xt or AouGreonr SaerA > Aonl.eation _.;c > Application Detail FL # FL2197-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-S746 314) 8S1-7480 Ext 7480 dwert@mii.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mli.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2017 Validated By [CC Evaluation Service, LLC. Certificate of Independence FL2197 RSFL2197RS[OlCer ficate of Independence for Evaivation.odfofIndependenceforEvaivation.odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code httpslMrww.OoridabLdlding.org/pr/pr app d[I.aspx?param=wGEVXOwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 113 W15(2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summag of Products Method 1 Option C 06/11/2015 06/30/201S 07/OS/2015 FL ilk Model, Number or Name Description 2197.1 I M18SNS 18 ga. super high strength truss connector plate Limits of Use j Installation Instructions Approved for use in HVHZ: Yes FL2197 RS It [nstallationESR-1988 Aoril2011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.odf for the Florida Building Code I I 12197.2 MIT 16 116 ga. truss connector plate Limits of Use j Installation Instructions i Approved for use In HVHZ: Yes I FL2197 RS I[ [nstallationESR-1311 NOv2011.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports iOther: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 RS AE ESR-1311.odf for the Florida Building Code i j 21.97.3 j MT18HS 118 ga. high strength truss connector plate j i Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1_2197 RS I[ [nstallationESR-1988 Aori12011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per [CC -ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.odf for the Florida Building Code 12197.4 j MT20 120 ga. truss connector plate j Limits of Use j Installation Instructions Approved for use in HVHZ: Yes FL2197 RS I[ [nstallationESR-1988 Aoril2011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: I Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.odf IfortheFloridaBuildingCode 2197.S MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 It [nstallationESR-1311 Nov2011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC i Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A I Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental I FL2197 RS AE ESR-1311.odf for the Florida Building Code. 9a:k Y!xl Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-4117-1824 The State of Florida is an AA/EEO employer. Coovnoht 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 8S0.487.1395. *Pursuant to Section 4SS.27S(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 emaiis 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 4SS, F.S., please Nick ti er . Product Approval Accepts: helpsl/www.floridabuilding.orgfprfpr app dU.aspx?param=wGEVXCIwtOgvrTEx%2btbcfH%2bIV o2b%2biPE5kggcYXWMe624rEo%3d W 2115(2017 Florida Building Code Online Credit Card Safe httpsJ/www.floridabuilding.org/pr/pr app Etl.aspx?param=wGEVXCtwtDgvrTEx%2bbkM%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 3/3 Excerpt from ICC-ES ESR-1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. a 2/1S12017 Florida Building Code Online 1 A L.' ea. • f il:iala t 3a iiii tl T SCIS Home Log In User Registration Not Topics Submit Surcharge Stats S Facts Publications FEIC Staff SCIS Site Map Links Search Icrda Product Approval a USER. Public user Product Aoomval Menu > rad,xr or application Seerch > A20l1mtnx. i:st > Application Detail FL # FL1644-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttaylor@bc.com Robert Taylor roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 S41) 826-0200 roberttaylor@bc.com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/O11203S APA - The Engineered Wood Association F1644 R4 COE Certificate of lndeoendence.odfR4CO[ Certificate of lndeoendence.odf Standard ASTM D 5456 Year 2009 htlpsJJwww.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAybyWFbcyUOC%2fERNVSe)0EM%3d 1/2 2IM2017 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 05/06/201S Date Validated OS/27/201S Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products FL # . Model, Number or Name ; Description 1644.1 Versa -Lam ! Laminated Veneer Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No FL1644 R4 It east install complete full size.pdf Approved for use outside HVHZ: Yes Verified By: W Gary Dunn 77277 Impact Resistant: N/A I Created by Independent Third Party: No Design Pressure: N/A I Evaluation Reports Other: Floor, Roof, and Wall Framing rL1644 R4 AE ESR-1040.pdf i aacY. Ne rt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 12199 Phone: SSO-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. U you have any questions, please contact SS0.487. L39S. Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address i( 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 It you are a licensee under Chapter 4SS, F.S., please dick here . Product ApprovaIAccepts- E Credit Card Safe httpsJMfww.OandabUlcOng.org/prfpr_app dtl.aspx?param=wGEVXOwtDgvXaHHOwAAybyWFbcyUOC%2fERNVSe)OEM%3d 2/2 ttLbL[L-Ottl n• ++••w..u:e•.n r•N+w.r rur) rw•rn nn9 rw.r w •s.w •: ruea•dwgg•,ww•w 1 Usgw iM Utur ria r•rr... •rm+re•w•• Wrry uw•.••.+:r.rr•.• wr+.rlas.euae •r 4aJ rwFtW wrr 4 tupnl]• p/r Ps' W/1m fsGr Nt+sr+wu• •A+nss Pa l> arl l•n.•sscrs Prueu wp n m>I P»s •w.urclM s P+w> o pawnp M YgnMw M Pr+old u 9+P rmt •'rl A A mIV]r/r•S tla"i^'d.IStNIIYM'oltlytH3A r r•20 IPswtw. T.xy ww rwopod P.- Hnrno Poowuenp orwlNll tom prrM r•S•rN w w —u VI w 1w.08 L 4. s i1'"ilii'1 it F sl lit q"a0 wnOT 0 mN ou nog a oN - I\ I y RW.Livl uP t t ua uau'1. o1i.190 J92•gi! R IrMyMp wry •wily 7i 77777r! Y: w9guoki rN m F71' os _ o[ o ( c 1444- 3=T_ R.-L 4v?=fpjf 17074ZI n ;I —-31-md-pnp91 NOME UM5 d..Da.mm I&. oft ,.Wnfied ensaml ails. awl W; nT moA ft." mqwdpwmp,-Ia t-4 1. qL_r7al J-1 V1512017 Florida Building Code online J 1 1: " t • a'li •'a.iCa:is. i• d`,.n Yf:aWLi10i 7'' Iit Y+i BCIS Home Lop In User Registration Hot Topics Submit Surcharge Slats & Facts Publications F8C Staff BCIS Site Map Links Search F!crica 4 I Product ApprovaluseR: Public user PmCllri AOomYal .menu > 7rQoxt Or Aoohtation V.Amh > Apoh C]Uon Lr;; > Application Detail l• _ FL It FL158-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2011 ACI 530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 httpsJ/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquegl%2bT71%2(F192gnRzHNulcgi5pgLXkU690 1/2 AzT.4RfeTe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS L'.1'.RCCASf. w/_R_Qre(ss eoes Q-LlyrCl A' Swc-st u_LON(l O tCSUCssm u-rfNlCl LrQRUPS , MLINTELS STIRRUP DETAIL$ suu. ILrs 8.. 7/32.11 BAR STIRRUPS ILPE 8" STIRRUPg Y s_SNrcl.s, M 1'J 6_ - 6: LINTELS STIRRUP DETAILS S.W w- 312CL VO,WNE W4BSIf Vim- S 1EN01 SYA NO iGvi 11 -t1' 0.131 647 GAt 1 -3 7/32 OAR IA -G TO Y-0' 0 IS -A' O t b6/ 3 BAN 1'-J S N ib'-! a O 3 -2' Y -- 17'-1• 7 3x 0A11 7/32 GAG0.136 039 1 - 1 -1 a 0 3'-' 0 1O - 0 71 7 3 3 7/ TO -S'_ A_ O A -2 0 21'-1' 0.I91 0.Y00 7e7 ell 7 32W_ 7 32 0AR 1 15 ]0 1'-J IG -0 7/37 BAR 21'-:• 21'-lo' s O J'-e 3/4* S O Y-10 3/4 10- 1022'-0' 7/32 OAR 7/32 GAO 1 -fr 74'-0' 0.217 ee3 10 -0 7/32 BAN 23'-10' 3 O 4'-3 1/6' 1 10 8" PRECAST W/ 2- RECESS DOOR U-LINTEL DATA TADS LSIZCL 4117a fl Pr.NGIN V%VUE WJWJU 00 GN Gill IM NO 2•-e 3'-0' 1'-0' a -1 I-0 0 -0 G -OA 1'-1' 7'-605 -10 7'76'' 7'••4' 3'-0- 3 -1 0.036 0.037O.U17 146 s tceM 3I -RE 3-G t• n 7 SI eM S WIN 3 YAII sY-iAIT 3•-e- 3 -10• S =pr_ 2' f'-0 IS N/A N A N A 1 11':G' 3' :1 0.017 00 0.000 0.0 G O-' 219•- 213 31 a' b -a a • 1 BAR N/A f 6 m •.• . — - L:LIp V.Q. I,rC ••• alAR.r1 rl! .QII. urtu L 'r AMmrs,_ r' IPL .lop WILLS nap Iwlru ,y j_uy(Elg(Wi08C/ILO-C(i'iLfABBICAIlON1MOF1 r •nr7ir1Ou~" "" csllplmP7 t l I I Y \--_ I I I — 1 1 ,• eeESi$EySCp._LINIf1.RCItlEQItGOIC LAG[16eI0CAI10llN00fy PRECAST U-LINTEL DATA TABL UN=EL N" IMP 9 L t l-_IQT na 110 A REGAN 3'-3' 3'-11 7/32 4R 7 32 4t 3•-2' lre IT A N A a 1 a'-0' 0.037 11 Tgr t(YAQ 1 _6' 0.01/- 7 32 OAR' N/A O_ 31: S Ali 4'-5 S -'3- Via' - a -2' S -0b'-d 0O.OIS 7 3I BAR S2 1/A A3 - G.OSa 0' -A. w 23! a RE it irS 7/32RAW B_Z N A 0.008 270 1 tCOla 32 BAR C=4' 0.ou 33 a BC/AR Y-5• 10•_8• V.084 374 REBAA 3 NEW 1'-0 a 04 403 b BCBAll 11 -3' 3 IICOAa 11'-0" 31••0 M11'-a' 1 -0' 00.1.110 a32 S NCGAt Ilr-11 3 RCOAG 1 ST-0 13'-1• t1 Iw NCO At IJ'-]• 33 RCOAt Ij O•r 3-0 1 a s MIAR 171-IIL 3 NCBAII 11111 MMPJCTAG7 INCORNAfMN R FRMWOEO;' t PROWCI APPaOVAL. 11 tl PROUCILO O7 COPVMHI CAMSAROCA1 Of tEPRODUCLO OR MSIGNIUI(0 WIII10Yt TIIE PRIOR WRITTEN CONSEM Of CAST-CRETE USA. INC. e ESiRE55Eo u_LINrEJ• 1. KWORCING SWU 7/32 OAR ASIN ASIOI JIL /1. 0. NOTE. SVC TOTAL INSURER or $10MWs AIM IS KIM GRACE w ASTII ARlaf 7/16 SIM IKGIR/00 IS COUNICO STARTING fROU (ACII YAMLICO 17095I TON-KIANAImN Ff(SfK6S= END Or U E GMOMCNO CAME; FW CKANPU SNIANO ASIN ASIA. - 1M. Of STIRRUPS a (. IKN INS 2. CONCIICIC stwmrn 1'. " $000 PSI FOR r /SOtl NICOM CAW NOO(L 5"M I af444UPS FRESTKSSLO IIMCLSr V. • 4000 PSI 102 ALL fROM LICIT (W PRECAST G MR 111110.3. f. Lo POONUs C1 OLTPROPTLOIC rISMS ICR J. INITIAL PACsrK1S /ONCE " 0.70 M 10% Colo. Of Comelluc PVT M WCO IN LIEU 01 PRESIGLQ10 WILL KIWWCJMO CAOL 1. aIWPOM a IU PRC31KtsTo t0 Kslfl Even Alto KA=fXo famcs. r rL I L V / @NS • ./ rraull(.-1'N1:wsl:U UY 1" 7a0.p17Alp QiUI No 1'bridl 11WIJul3lide A PIWK. Hu:4_C'T.L Z qq ; i4 : [uiiurml nae : L•t—TT^ JIOJp,: g/ 4 . CRAIGPARRINO 6324 CR 579 Mirnd n.7uF.1.Ma U.au.J' SEFFNER, FL ' ALEN.` FL.P.E.LINO.4 G4756BO e7 G Isf a" O I 9- M1:M11rIwMET CAST-CRETE 8" LINTEL FABRICATION DETAILSNCHGR OP.iION_ -il\/Q-4aiqumewa m wN rw1R6 P.0 - Ka IM wsr aw[: R6T M suu 5: - - r.r•o•. • aTc 01/W/rf CF7CU0 6F. WAS PAMA M - KL 1a 11131a+Atoe Ib r03 SYEEr I of 3 i SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS Casr i6Are' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ere• 0o all-lo ern-06 aril-m 6Tt6-00 s16-le_ ertl-0o sm-to 6n4-01 sr21-le arts-6e am -is 6r32-o3 eF32-11 3'-6' (12') PRECAST 2231 3069 3719 6607 WA 9502 10951 3069 4605 5163 6113 7547 6974 10391 11609 4'-0' (48') PRECASI 1966 2561 2751 3820 49W 5961 7034 6101 2693 4605 6113 0974 10394 1180 o72iV-6- (54-) PRECASI 1599 190 2110 M131 7547 3753 4576 54m 2169 4315 6113 7541 6612 10294 11609 S'-4' (64') PRECAST 1217 I062 908 1349 1663 1105 1435 1090 1173 19" ram 3123 3006 4249 5J6S Wl 7547 m_ 2549 1342y Cg36 e733d4 3009 101n 3470 5'•• 10'(707 1'HECASI 6'-• 6' (78' PRECAST 14s1 1236 MZ 2171 43m 716e let esxe 34e0 3031 3707 i393 5061 1218 211/ 3460 2632 361 2x05 •• 6360 2608 10394114 3191 W1 6E 7'-6' (90') PRFCAST 43 Nil I 1728 Hill 1779 2661 J198 5661 M6)p 2510 silt W 9'-4- (112-) PRECAST 554 690 1161) 1625 2554 J486 152 1245 1443 2544 3456 I705 _ 2163 6390 2516 10'-6'(126') PRECAST 415 Sss e90 i2i7 2093 2777 H3 ItC7_ IS.0 2093 2/e1 J6N 4754 I1'- 4-(136-) PRECAST 362 Sal 945 Ime 1046 2423 3177 4001 582 945 IJ66 1846 2424 3127 4006 12'- 0'(NI') PRECAST S3/ 5/_ 0 873 1254 1064 2193 2605 3552 540 813 Im 1654 2193 zm 5552 13% 4`(1601 PRECAST 296 471 755 1075 1428 less 2JI6 less 7 1015 i428 IBM 2316 Mess 14'- 0-(168-) PRECAST 779 i 755 706 1002 1328 2127 2.630 442 06 1002 1326 1697 1697 2177 Rn ' I630 14'- 8'(1761 PRESTRESSED N.R. NR 1a 4R RR RR 11R 45e 7e3 1370 I= 7245 2517 2742 IS'- 4'(1841 PRFSIRF.SSEO 17'- 4'(2081 PRESTRESSED 19'•- 4-(2321 PRESTRESSED N. R. NR, P2245 i - 710 Rn 11R NR NR mt 1250 733 200e 2320 2513 NR NR It 1A RR 1649 RR 543 950 RR I376 OR 1609 2a7 NR AR Hi1 RR RR 420 So 10J1 NN Im 101 1 116 1716 71'- 4-(256-) PRESIRESSEO N.R. xR RR RR N+ 40 59e e45 11.4_ 11- 1468 7'- 0-(264-) PRESTRESSED N R NA OR RR NR MR RR RR 165 315 551 784 1047_ 17W Im 24'- 0' (288') PIrESIRLSSFO N R 29 i30 450 654 ee4 1o9t _ 12n p THE NUNDERS IN PARFNIIIF.SIS ARE PEHCLNI R13=11ONS FOR CRAVE 40 III10 AODED REM. SLE GENERAL NOW NO 4 ON SHLET 3 OF 3. SAFE LATERAL LOADS FOR e• PRFCA,;r A PRFgTRFRAFD im INTFI R SAFE LOAD PLF LENGTH TYPE 8U8 8F•8 RCMU 3'- 6' (47.') PRECAST 1025 1024 15518 4'- 0- (48') PRECASI 765 763 1309 4'- G- (54-) PRECAST 592 591 1073 5'- 4" (641 PRECAST 411 411 745 5'- 10'(70-) PRECAST 340 339 616 6'- 6- (781 PRECAST 507 721 490 7'- 6- (901 PRECAST 424 534 363 9'- 1' (112-) PRF.CASF10'- 6'(176-)PRECOSI 326 284 512 401 230 180 II'- 4-(1361 PRFCAST 260 452 154 17'- 0-(1441 PRECAST 244 402 137 IN- A'(1601 PRECAST 217 324 110 14'• 0-(1681 PRECAST 205 293 100 14'- 8'(1761 PRESIRESSEO N.R. 7.84 91 15'- 4'(I841 PRESTRESSED N.R. 259 83 I r-4- (7081 PRESTRESSED N.R. 194 64 19'- 4-(2321 PRFSTRF.SSEO N.R. 148 52 21'- 4'(2561 PWSIRESSED 22'- 0'(2641 PRESTRESSED N. H. 125 42 N. H. 116 40 2/'- O'(2887IMIFSIWW-0 N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST 3 PRESTRESSED U-LINTELS Ci+ stl Ciarasr SAFE LOAD - POUNDS PER LINEAR FOOT _ TYPE LENGTH Ir ere- 27 i569 eru- N 6T1:-: I X% eru- lr il6- 21 J524 erzo- u WF- 2r 4394 en4- n erN- t1 526{ e1' u-n 928- 21 6132 ersx- n NJ2^ n 7001 3'- 6' (42") PRECAST 156 2635 3524 4394 S7W 6132 7m1 6070 1'-0' (48j PRECAST ISO 2X5 i m 3815 4510 Jm 136) E105 JIM J015 4570 325 6079- 4'- G' 1(54' PRECAST 1201 2040 2701 1375 4043 4711 379 1202 2040 2ro'/ u13 ION 4711 5379 T- 1' (64") PRECASI 1016 111 2x76 2eJ6 m" 3961 4522 1016 111$ 2274 ID16 43" 3961 4572 5'- 10'(70') PRECAST omm 15" 2597 3107 3620 4133 929 1367 2000 2563 3101 36to 4133 6'- 6- (787 PRECAST e» 101 1 2329 E 3717 us 1407 1868 7329 Im 3251 3117 7'- 6- (901 PRECAST 72/Q 1 1624 m5 242 2627 12780. 771 1224 I. 2025 2426 2821 4228 9'•• 4" (117') PRECAST 91 7G 062 1136 1316 1474 ISIS 2157 25m 1043 1969 n" 2619 10'- 6'(1261 PRECAST 575 9i6 IIM 1461 17.16 2055 20111. 2346 _ i7it 530 695 _ 594 IIm em 14n iii7 1763 ll'- 4-(1361 PNLCASI 414 q74 t51J 494 m% 1042M IJ'n6 9ie 16N 1153 1915 2187 I2'- O'(1441 PRECAST 4T0 450 r TN I369 1565 410 550 94O 1.1MQ I56eo. 191 20rmi IS- 4'(1601 PRrMF 418 42e J86 460 60/ Teo 765 4 1143 lu3 1159 Nle lee? 14'- O'(1681 PRECAST 311 SSe 550 R4 M 1220 410 425 717 ION Ibe is 1607 14'•• 8'(1761PRESTRESSED 6296n ens g n31 246 195_ 6W 9e0 IJ03 1510Y4 1734-p. IS'- 1'(18/71'10$IRkSSfO 230 121_ L232 4e0 616 62I W11 769 12 911 _ IIm 1051 1M 17'- 4-(208-) PRESIREjSED I$' - IDS s21 036 756 Q 192 306 740 loos un 1473 19'- 4-(2321 PRESIRLSSED 162 3e u7 Sq W) . 747 166 420 62J 011E loss 1227 21'- 4'(2561 PRESTRESSED 142 307 393 4e0 SW 655 142 313 537 Ill 10s P4 sic 063 046 phi 630 999 22'- O'(2641 PRESTRESSED IA 197 195 ro,w Lei bee 437I124lZ3 fig nam 513 24' - 0- (288-) PRESTRESSED 161 342 416 - 92N e67 _ 1N m319 455 IN 757p 8767 SEE CF.NF.RAI. NO1F. NO. 18 ON SHEET 3 OF 3. U) 2% 0380/99- 61r flu411.N u• nttt: rTIESIS ARE PERCENT REDUCRONS FOR CRAVE 40 E GENERAL NOTE NO. 4 ON SIIEEI 3 OF 3. N y n/ I'ltgr)Iltq•Nt:VISGI) 11 uY" p111"S llidl lla FluTJa widnyl t5dlp 11 TEl Il : RRI CRAIGPAN0 R:rdutmleRv= 1> 9 fl;` SEFf ER FL33584 fly fTia`S adfjaa"Z`., E. die:j IrS11NA1 E\ FL. P.E. LTC. NO.44756 1• CAST 14CRETE 8" LINTEL FABRICATION DETAILS 06SM-1/ Ianl om cmtam F.I. - Im W 44/R ROr XAL[ to SCAU— O6/o1A6 CRE" M P CW PALM FL - U& 90, 44151 I OTAIiUl1 Rw 101 510/1I or 3 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4d126ti4-4v6 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 6-6o slow-a6 sail4-o6 61111E-a6 touii=au exr c a6 aai6-a6 6M6-16 aff10-16 6_1i14-1a C M-IN tW77-16 W76-1O 6R30-tfi 4'-4' (527 PRECAST 1635 17N 3155 J76D 43,9 5121 6/93 7567 1691 3a99 520E aa39 ao69 94" 10693 4'-6• (54' PRECAST 1194 i596 3063 2992 396E 4946 5924 6904_ 1756 3699 S206 SW9 9060 94n 10693 B• (6B' PRTCAST 866 920 1770 1716 2277 2l39 3402 3966 1167 24R1 4567 6369 6060p 1917p 9311I 5' 10'(10 PRECAST 810r466 1653 1600 2124 2649 3174 37M 2342 4242 6639 60 7402 Ia 610E 6'-8" (80' PRECAST 797 la75 3120 504E 7747 944E 73W 1625 3120 SO46 79)5 94n 1069 7'•-6" (901 PRECAST 669 1490_ 2459 3716 374J 7239 5623 1490 2459 3776 5743 1069_ 9'• A" (116") PRECASr 411 9 999 IS68 1569 2253 275.1 St29 699 409i 312E 4150 Salo 1) THE NULIOERS IN PARENTHESIS ARE PERCENT RF.000IIONS FOR GRADE 40 fILLU ADOEU NLBAR. SEE GLNERAL NOTE NO. 4 GFNTRA. NOTCj 1) Ibtuiok 1'4 6' pemd UW • 4000 WI 1'e Wtd«ssed Getal . 6000 poi 1'c VcA • 300D psi u modlnum 3/6 Wh o11«idoWandaIl.uanp oils C416 Lpaa+ AS1Y CIO dN Wili m nil am c•wessbe slmq IW0 psio. Asw uls &ode a9 stiep drOM pper ASIU A{16 646 270 IN (denaa warN S 2) M ado ba tobla bm4 m of do.1er 4 t,ch amid bee•inl. IsEmslslsNt4ebMN41eiYdIbeMle., u u M 6 In i 4. 3) Pr0. d0 hR o•Il. bd 4d h¢d OW. 4) the I.r.bw to pore *als ineeohs Nd posed ro&Kt;m brVacs 40 lied 0*0 rdce. rjibi• 7- 6• uew al.o••le ern bed • 6472 09 15X redec6m 0 b4n ( . 5501 p0 5) Ad1 6slcb me, a ertta V3G0 delkcGee. Edceain w < oct s L/1l0d d44' a-,• .a IYgn mcdc else a laded ml to dtemi1 , ni.iqg offWao Woov C..b Secl'em 1604.Li a olpkW, 6) Sla« IW W 4b ae I.W ed. 7) 0" 17 « ba cee7 be sNsWWd for 1.0 15 rtb" 0) ul:e ;/ e oolbdan t d 44e1 must sa * .M Ne eraheclad 9) IN desgw sm1 c1411e614 —100 led IOW, le" 04 sale Ised tables b7 i 41 tk2 the nof~.'coilsq ~gal ord 41eeo Go hem N 4-a o7eapp.t 10) KK . fal Riled 11) 0011m ICU oMW Igloo to be kedW d N. bYA— of the adel •ad1'. SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U4.INTELS CArnCA4" SAFE LOAD PLF LENGTH TYPE 8RU6 MF6 liCMU 4'-4- (57.•) PRECAST 758 757 1164 4'-6• (541 PRECAST 694 693 1073 5'_8' (681 1'RECASr 408 407L61 T-10•( 70-) PRECAST 382 3816'-0* W) PRECAST5957987'-6• (901 IIRECAST SO9 674 490 363 214 9'- 8- ( 1161PRECASTJ70SEEGENERA. NOTE 18 12) Udru We meer:ladl.cd .iN 5-1/2' biy Mean of uW cas be WASM0 ol0 W,ucd cd rid.cLq oa 9.4p. 13) the edam . place of adds esl/ld b vicdsr c.welo mosseq oh sh.1 here 0 Ww" Of avIzo @paled b mccld4am :N ASId C-92a a aft 4p0reaod coAaa9• 14) U4,141e boAed sblrRadeed/ dlh .Wed 4reA(y o ) sad hdlAesld (ws«0 bob d..0 be dotted to Ike <smt l4ed'a1 .Sh Nr bndy .44ehac Ap M .eraed bed App40 brindd bM Silo r.lied lend We We twin Mhw S to 16) Fa catpofle Wd he4Ns ml Ihsm m ads Ind loan sat low I%%M dam 16) i. Sold b 0t; ad due. uts sele bd km ml leaped k,*h atom 17) 3.10 hods o« suwbvo«d c041dk Hods. 10) Sole bdb bos d a r"*I days a Ml per AD S30 oil AO ill 19) Ad6b" IIW lea eapal/ om be 4M*ad Os pr 443C by .4ldisd eid.ea cope. gwa.p a4b 0) d 00ove the 6dd. S% nf.-a _ im. 1500pai SEE SNE LA10UL LOAD TA91ES FOR 1. 0A0 RAIWG 1.01E EACII A001110NAL REWFORCEO CUU (RCMU) It1U COURSE I/ 2" CUt TYP 2) js HE04R GR40 Or GR60 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS A=F AfT4f III SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eNis II On- 21' ep lo-•1 SRFIO-2 eRn4- n 61ti14- 21 69r16- n W18- 21 aa22- Il IM22- 71 6Nr2a- lr 6M26- 21 eai. to-tr WJO-21 1'•• 4• (577 PRECASr 2M 1666 2362 Ms 3151 4445 1/0- 95 166E 2362 Ms J/51 4445 5140 4'-6• (54•) PRECAST867 1604 2272 2939 3007 4215 4943 tl6/ 1604 n72 2939 3MI 42/S 4943 V-8' (68•) 1'REC/ST 675 1269p 1797 2326 2854 3.167 3911 675 IMI 1197 2376 7354 3352 376E 3911 2799 5'- 10 ( 70-) i'RECAST 655 1707 2259 2%73 656 123J 1746 1746 1sw 7259 10, 7773 3266 2799 6'-•8' (807 PRECAST 6• (907 PIiECASr 570 9i9 742 2 — 1f79(I 3329 570 low 1530ISM24292679506747I361 1765 1765 21 216E 2567 7966u 5" 898 7% 7 296E 9'-8" (1161 r'RECASr f95 _ 395 4G6 13W_ BB4 1221 - 15401_ 1659 11 2180110 560 10'n 1366 1701 7olc 23s1 A) THE NUMBERS IN PARENTHESIS ARC PERCENT REOUC11ONS FUN auff,. 40 FIELD ADOEO REm SEE GENERAL NOTE NO. 4 I'YNE UESICNAMO • i)S! Me,' AfflC% I Art r g Itto Iul MR / u - umitto RA4 uFI lAll C6WY 8F16-113/ ITMaur ®iII J I L OIVRIQY Oi IS ROI" law J MEIN 10 i0i 15 KM Ai Im 101. (1) AMIDc' 1-In• WAR F,- 16 4 J$I GYIt C 7 g00111 A ION or WOOL eormu efmmu I- 5/6• Acl% n r NOWA WIN tat" CRAIO PARRINO 6324 CR 579 SEFf14ER. M 33504 1' Rgltl Iry•!l I;V t 10 t li wrryddiea x i1h lAc Fl•rid4 I1m106t1; PW, Aectplarco No e.,,hwhn u. w -L3 • c. M1. 7ar S,N4'j el`F, icilimiu li PR CESS,_T1eE_ OESICNgFION_ I Pa RA - - __. 8 98 -^"/_1 W[ERO/ ff F >mb CAST—CRETE 8" LINTEL FABRICATION DETAILS H R' // • ••r:''^ i°y)^ " Ih[ IURL• CEM-14 DM1N P. qm FA MO. pJ. - 6C0 K 407E 9Gcu: Y01 w SC6lL SIONIir . lr:r61 OAIf: 01/07/tf CA^fC4[D m ctm FAMA p.L - AM Ra 44756 WAWIM Ro. t04 SRili $ Of r— PLOT PLAN LEGAL DESCRIPTION: LOT 1, 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 WWWFEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLY HOMES 0 Gipper Circle f - Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 4,776 sq ft (100%) Impervious Area- 1,985 sq It (42%) Pervious Area= 2,791 sq It (56%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan m Q I c0 I N 89.4 U a h- Lq cot d A/C Pad -' u.i Ci Lot 1 CD 0 OO 35.2' Z SI I P.T. located on Lot 3 1 U Lot 2 14" E 80.00' k'P) 4 Cone. Pad y m Two Story CB::::. W..... Residence x.....::::. 3' 000 ...:.: :....::.::. .. Plan 7512-A ::::::...: Proposed FFE= 47.87' W 96.16' (P) BB - Tract "Fit D.E. & U.E. (Common Area) 0 9 Revision: Revise Square Footage - 11 /6117 - RPS OoeuSlpned by: eery tnu. Preen mm- as ` I t t der u+ un.A9 trlFi arseq 7 Al <a\ w+r.+rn T J1 fs.1W. r r All' e:Y gMel f i tavrsan A rt!gtswrT 0 GIPPER CIRCLE, SANFORD, FLORIDA 32773 C1 R=70.00'(P) L=56.07'(P) A=45e53'53"(C) Chord Bearing= N 23008'00" W 54.58'(C) C55 R=70.00'(P) L=22.67'(P) A=18a33'17"(P) Chord Bearing= S 55021*27" E 22.57'(P) L1 f:gSA15. N 43*55'11" E 30.58'(P) Qo eiaJ r c( oracAeye Va e°'J p v one. Sid os; Ik 1. Tract"E" h. Pond/Drainage (Common Area) Y co This is NOT a Boundary Survey Graphic Scale Scale: 1 "=30' Field Date: 11 /3/2017 Date Completed: 11/6/2017 NOTES- I hereby coney that this Boundary savoy of the above Described Property In Survey Is Eased upon the Legal Description Supplied by Client. True and Correct to the Beat at my Kno Medpo and Begot as recently Surveyed Drawn By: M.C. File NUmberlS-42128 PP Awtkv properties Deeds hr"POT bee"nete"°kdrerc'w "pswid/a Hlatu. under my Direction an the Oahe Shown. Based on lMamaeon furnished to Me Sub)ect to any Easements and/or Restrictions of Record. as Noted end Conforms to the Standards of Praceco for Land Survoylr Legend- Beadng bash shown hereon itAssumed and Based upon the Line Denoted with a BEY In the State of Flodds In accordance with Chapter SJ-t 7.052 Florida Administrative Codes. Pursuant Ion 2 7 Florida Statutes. C Calculated PC Point of Cavabaa auiliing Tiesare NOT to haused to reconstruct Property Unes. B CanteAlns ConcreteBlock Pp. -Papa PI - Pointoflnitkaectin Fence Ownership is NOT determined. Roofoverhangs. Underground Utiatiesand/at rooters he" NOTbeenlocated UNLESS aC IR c CM Concrete Mdnumaid P.O a. - Point of Malin rp otherwise noted Q' ° ;O For Cone D Concrete DescriptionP.O. L. - Point an taro PP -Power Pde Septic Tanks and/a Drainrield locations are approximate and MUST be vedrred by i? ' • srws THE OE Dralnepe E asement PRM - Permanent Referenoe appropriate utility location Companies. FIRi EifN. Easemern Monumard Use o(ThIz Survey for Purposes other than Intended. Mthout Written Verification. Will be PatrickK.lrelan 6637 LB767. F.E.aA. A - Federal Erttalpney PT - Point of Tartpeiky at the User's We Risk and Without Liability to the Surveyor. Nothing Hereon shag be This Survey Is intend use of Said Ceftlfied Parties Manepsment Apatly R . Radars Construed to give ANY Rights a Benefits to Anyone Other than Nose Cettified. This &M NOT VALID UN and ERitimed with Sum#s Seal FFE IP IP Finished FloorElevalaTn Red. - Radial Found R6C - Reber ii Cep Iron Pipe Rae - Recovered POINTS Of INTERESt- DRIVEWAY CROSSES UTILITY EASEMENT. Ireland &Associates Surveying Inc. L Lenpth (Arc) Rfd. • Roofed r M N&D Maasaed Nap 8 Disk Set • Set SS' Reber a Reber Cap'L8 7E25' 1301 S. International Parkway Suite 2001 N.R. Non - Radial ryp. • Typical! Lake Mary, Florida 32746 ORB P Official RecordsBolt Plat UE - utility Easement WM -Water Meer www.irelandsur4Lying.com P.B. 0- Plat BodeWend Fanoa A - Delta (Centel Arde) 0- • Chain Llydt Fence Office-407.678.3366 Faxf107.320.8165 CITY OF SANFORD BUILDING & FIRE PREVENTION f PERMIT APPLICATION i. F' Application No: O 1 o0 j Documented Construction Value: $ _ Job Address:0Historic District: Yes No Parcel ID• ResidentiaQ Commercial L Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work: N-S o-rvl n .1,J ``- r Plan Review Contact Person: Title: Phone: ` tUl-S Oot( Fax:-385_3 Email: kqa nN. 6D-TkN Name 1 J. WF Street: t a Jc- City, State Zip:', t 1 Name .— i'lo Street: (!) 81 City, State Zip:& Naane• Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: Resident of property? Irmation tZ JgPhone: `-t 0 I - 5 - 3 Oct Fax: L 107 - 2, 0,53 State License No.: o Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be Inscribed with the date of application and the code in effect as of that date: 5/° Edition (2014) Florida Building Code IRevisc& 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 5tat work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Sig'pt teofContracmr/Agent Print Owner/Agents Name t Contractor/A is Name tg Signature of Notary -State of Florida Date Signature of No ry-State of Florida at lstiL• CHERYL D AKERS MY COMMISSION M FF998962 o;,t,,• EXPIRES June 05. 2020 potlj9eats FlarlauNowrysemee.com Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COAU*AENTS: BUILDING: Revised: June 30. 201 S Permit Application 1 STATEWIDE J DEL-AIR State Cert CAC032448 1-888-831-2665 HEATING a AIR CONDITIONING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7413 3.0 14.00 8.2 4/0 6,597.00 Added 3/13/17 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE — 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 0M 00= 8. 9i 7 A p 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) I I N A" I%II VI.,14,,C11,WA(:OGIaS tql t 0121.'Alo %%'%Y u rnnl. 1 t h:'ll 4411 Cust Initials w CITY OF SANFORD BUILDING & FIRE PREVENTION a D` PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 6a2 t l Pe-- CC l L( e Parcel ID: Historic District: Yes No Type of Work: New Residential Commercial Addition Alteration Repair Demo Change of Use Move Description of Work: ror lN/ f. " i/-< Plan Review Contact Person: Title: Phone: Fax: Email:R . Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name c't ? Al B'l.2 L Phone: i 07-yj3- 7J7 / Street: // l C// S % Fax: 170 City, State Zip: .nm r State License No.: _4C'Ooo j 8 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 1 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandoning. Signature ofOw7ijrncr/Agent DateSignurcofConfor/Agent Date Print Owner/ Agcnt's Name Print Conypetor/ Agent's Name /I Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of 53 Contractor/ Agent is. Produced ID 2-"7-" e CHAD W COWDERY MY COMMISSION k FF985918 EXPIRES April 25, 2020 Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: 5 ZSao.'ab Job Address: Gy:, ege Circle Historic District: Yes No Parcel ID: m / Residential Q"Commercial Type of Work: New Lam' Addition Alteration Repair Demo Change of Use i\•love Description of Work: •1'Lu tv x Plan Review Contact Person: 'ritle: Phone: Fax: Email: Property Owner Information Name-00,Ul V"4e-kWj 601v'zN Street: lilt t - C 4r-CA City, State Zip: AAboS of J T-Q)(ks 185Sy' Phone: Resident of property? : Contractor Information 3 1 s iv l )'3 9Name -l°L%3wvtoV4 l.l. Phone: Street: la-rWi- Fax: City, State Zip:To 3 a State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR 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' TILE 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 constriction in this jurisdiction. I understand flint it separate permit must be secured for electrical wort:, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC. 105.3 Shall he inwribed with the date of •rpplication and the code in effect as of that date:. t°'Edition (2014) Florida Building Code Revisal: June 30.2015 t'emtit Application S ,3_o w NOTICI:: In addition to the requirement.,. 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 pemtits 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 Sanl'ord requires payment of a plan review fec 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 [CC Valuation Table in effecl at the time the pennit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing; information is accurate and that all work will be done in compliance with all :applicable laws regulating construction and zoning. Signature of owncdAgcnt bate Print Omer/Agent',. Name Signal= of Not. State of Florida bate 0%mer/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contrtctor/Agcnt Ikuc L. , !:97-4A Print Contractor/Ab nt'sT`otnc 414Z // a - 7- ig' Signature of Notary -State of Florida bate KRISTA MICHELLE VINES A & ty C0t,%JiSS10N #FFIn969a EXPIRES April 6. 2018 oo1f ro at91 flotuL'tN a CC.COm ractoti7l t rsona y nown to Mc or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No It of Heads Fire Alarm Permit: Ycs No APPROVALS: " ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rcviscd: Junc 30. 24113 Permit Application FOUNDATION SURVEY 11 M p .• r- • LEGAL DESCRIPTION: I `^ LOT 1, 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 SEMINOLE COUNTY, COMMUNITY NUMBER 120289. DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLY HOMES L ety Laparla - vw-VAWVow LP N- uet W RWrmPaMCAEs • EaWwk.1 aw Tam-lellalry L, FN .fin N1wam A - Benchmark IrdonnaUon- q Seminole County ConW Paint GPS Name 0117. Ossomdon 400120117. EMvadw • 45.3W. fJeMlom are owed upon NAVO 08 Datum) Site Benchmark Imbematidn- 01 set X-w In COMM Ewidon 45 1 P T. looted an Lot 3 u I Gat een ROd lot 2 EI &Cap 19 VOr Ba{"uan Rod LL o z ' eta N 89.49' E 80.00' (P)(M) p18 La a 4.1 :::::.Forrnboard Ladocafbn::::. Lot 1 Ag S" Residence p 2976 FFE = 47.88' :• 48 Z vay r.aa eat,mnaoa g S 89 9'31" W 96.16(P)(M) Gp 1.B afe23' "BB" Tract"F" D.E. 81 U.E. (Common Area) Revision: Add Foundation Survey - 2114/10 - TCD Revision: Remove Ar- Pad & Revise Square Footage-1123/18 - RPS Revision: Revise Square Footage - 11017 - RPS Field Date: 2/14nM$ I Date Composed: 2/14=16 Orewn BY. R.S. I Fib NumberlS-4 128 F( LeY+1aP k" of _ cCe C*rNXVAalra Pa Pf-Pdaar dn Ow Can a Mmnma P.O.G. • Pam of eaalree Cane Cawala P.O L • Pam an Iaa OEEonEa 0raan0e Eteamn En4nlaa Pf W • lyrmal.a Raanto 4arurlan FEMA • Fatara Errlrarry Pr - Paa a Tarry FFE Yariprrra Aarn7 R •R." Frated Roar Oaa n Rid - Rasa IP"a PW Rft-Raawereaa LaaaN pre) Aft• Roata Ca R= N 0. NOMtm rRe0e1 01mPPA OMW Rmb 0.0 PanPIM sees lt •Wb COMM wu .waar War A - Goa rCenaa Anaal y11 gin F; t 76 GIPPER CIRCLE, SANFORD. FLORIDA 32773 C1 R=70.00'(P) L=56.OT(P) A=45.53'53"(C) Chord Bearing= N 23.08'00" W 54.58'(C) C66 R=70.00'(P) L=22.67'(P) A=18.331T'(P) Chord Bearing= S 55.21'2T' E 22.57'(P)(M) L1 p 7 N 43-S5'11' E 30.58'(P)(M) R r \S y 1 1 4, Yor Tract "E" Pond/Drainage (Common Area) CO as r Iron Rod a cap 1a 07wr 4GM1tOlaritafal- PROPOSED DRIVEWAY CROSSES UTILITY EASEMENT. EP0alanad eY. AIeeur1(K k f u t pt. a/CE003FCAE44Ea G hk: Scab 1' 3 Stab• 1'"37 Ireland & associates Surveying, Inc. 1301 S. Inlemetlonal Parkway Shoe 2001 Lake Mary, Florida 32746 www1rebrMawnaft own OfAce407.678.3366 Fax-107.320.8165