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2922 Gipper Cir 17-1117; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT 3? F1-nip STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000246 BUILDING PERMIT NUMBER: 17-10000246 DATE: April 20, 2017 UNIT ADDRESS: GIPPER CIR, 2922 22-20-30-520-0000-0100 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 10 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2922 GIPPER CIRCLE, REAGAN POINTE LOT 10, SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00' ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY 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 N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** 1 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE OSEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL /r ISSUANCE OF A BUILDING PERMIT. J 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. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared by and Return to: GRANT MALOY P SEMINOLE COUNTY JOHN KINGMAN KEATING CLERK OF CIRCUIT COURT t, COMPTROLLER Town Square Title, Ltd. BK 89?2 P9 1246 (11`9s) 250 E. Colonial Dr., Ste. 301 CLERK'S T 2017053279 Telephone 407-422-2234 RECORDED 05/30/2017 11:54:24 All RECORDING FEES $10.00 RECORDED BY rdtena WE17033 RECORDING INFORMATION ABOVE THIS LINE 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 10, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2922 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: ter. TiiC. WARNING TO OWNER: ANY PAYMENTS MADE BY "I'riE UWtv x p r1L'ti rne, r.1+.ri><cnr>vI yr nI. NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: STATE OF FLORIDA COUNTY OF ORANGE John Kingman K,pKj, as Authorized Agent I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of Utis instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because:AI personally know him/her/them OR I have satisfactory evidence of same based upon 'a O Florida driver's license or O Other identification: WITNESS my hand and official seal in the State and County aforesaid this 30th day of May, 2017. Ccni: is:u CiiNY • GE;AVI t a,Ci ; u CLERK CF 7 NE CIRCUIT COURT AND CVAPTROLL Notary Pu is Signature SEM!Ve eDEFUTYNA PLACE NOTARY NAME! UAL IMMEDIATELY BELOW) BYA CLERK D. BRUCKS tJAY a 0 2011 MY COh4AISSION t FF 047059 EXPIRES: Seplemher 10, 2017 i , P Cq.' pnlMnp Thnl @Udpnl Noury Servlcu CITY OF SANFORD BUILDING & FIRE PREVENTION F D "CE IVE PERMIT APPLICATION APR 2 0 2017 Application No • c DocuTnented Construction Value: $ t{ Z J BY: Job Address: 01Ud GA29C C(2{ • %P&WIE!= V+?1; Historic District: Yes No N ParcelID; L;,- aD - 3a - 5ao - O000 ^ 0100 Residential N Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use 1vlove Description of Work: Plan Review Contact Person: 'T(,Qfjj A ?ICMyjvjA Title: 1Cf-A Coord;ncdw Phone: 1401 -7U r• B3 S' Fax: ~' EmaiL• rl G1(W t P Dwl Property Owner Information Name CNN- Rf.QAan t L! C. CTP_="-_, Street: 1111 M. Po6+ OCLL_ Roa cl City, State Zip:ojdl Phone: ' 413 - 31U • 3 3(05 Resident of property? : Contractor Information Name & U c1 bI•k e Phone: 40*- %Q5 -S LOO Street: wes±XhpftideydVe &.1:k 8600 Fax: City, State Zip: _ }m{-e 1 ( 4(1 ?'} {C.1 State License No.: Architect/ Engineer Information Name: tA0n±A Phone:- Street: AAa S. WQS+MQyTtC1 DriVt Buhl L00 Fax: L10A - (>o151— Iq o m 51/ FL Ll 60n jti 0 ti • eta ! •• 1 69 A Bonding Company: Address: A, Iortgage Lender: Address: 1VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIAI' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONIMENCEtINIENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed wlth the date of upplication and the code In effect as of that date: 5ib Edition (2014) Florida Bullding Code q Revised: Tune 30,20t5 Permit Applicution 1 , 1 fik NOTICE: In add;tion 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 pernuts requu•ed from other governmental entities such as water management districts, stare agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Fla aowi buff; e Print Owner gent's Name Sig#htreofNotary-State of Florida Date Tani@ M. Pkketinp NOTARY PUBLIC STATE OF FLORIDA Cone 00002006 Owner/Agent is l ""M(Mo Me or Produced ID Type of [D Si afar of C t c,or Ages Date j;Ouci rou-e Print Cant for/Agent's Name 5?_ ylra, Sign4wcorNote fF1M6hI8hLPICkff 'e NOTARY PUBLIC STATE OF FLORIDA Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical © Mechanical g Plumbing® Gas[:]Roof Construction Type: 1/V Occupancy Use: (Z 3 Flood Zone: iC 5 Q- 2, 38 A i r4c t Total Sq Ft of Bldg: Min. Occupancy Load: _ j # of Stories: 'Z New Construction: Electric - # of Amps l 50 Plumbing - # of Fixtures IS Fire Sprinkler Permit: Yes No [K # of Heads Fire Alarm Permit: Yes No E[ APPROVALS: ZONING: UTILITIES: WASTE WATER: X&4 ENGINEERING: V7t C_'5-2-I-7 FIRE: BUILD LNG: - I COMMENTS: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1117 2922 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 23391square feet SQUARE FOOTAGE OF GARAGE ONLY: 399 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2738 square feet Dollar Valuation of Work: $284,285.98 State Fee: $87.24 Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 2,030.00 25.00 852.86 2,995.10 Plumbing Fixture Calculation 17-1117 2922 Gipper Circle Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 18 Permit #: 17- 1117 Address: 2922 Gipper Circle Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2738 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Revision Response to Comments` City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordFl.gov Permit # 1-4 — U174n Submittal Date Project Address:a-e (` 1n,Ot (` ; o" Contact: Ph: Uun 12(A's g Fax: Email:`Ici1c-(+,V A a7d VloMQ.CdM Trades encompassed in revision: Building 414umbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: 0s C el"A Irdszz ROUTING INFORMATION Approvals City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 2922 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-00100 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1117 Reviewed by: Michael Cash, CFM Date: May 2, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: HIZOJf4- I hereby name and appoint: "r A T'i•C kerfha an agent of: lm`ed WQQk4 htiniec iamc of Company) 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): N The specific permit and application for work located at: a G-.V ppPa- GYGlP Sairl4r , R- Strcar Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Signature of I STATE OF F COUNTY OF The fore 201_ to me or identific Notary Seal) TAMMY LYNN BAILEY Notary Public - State of Florida Commission # GG 042385 ga; c "`•' n n• My Comm. Expires Feb 24. 2021 Bonded through National Notary Assn. Rev. 08.12) Notary Public - Stake ofL Commission No, My Commission Expires: as Application for Paved Driveway, Sidewalk or 2 Walkway Including Right -of -Way Use & 1877- Landscaping i11 Right -of -Way wnf0rd11.gw Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407,688.6140 Fax:407,688.5141 This perrrdt authorizes work to be done on the subject property or In the City of Senford's right-of-way In accordance with the Clty's regulations and the attached construction plans approv6d as part of this permit, The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the clty right-of-way. It does not approve any work within any other jurisdiction's rfght-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the rrrww.erttibelow, size and location of the ex1sting right—ef-way and use shall be provided or application could be delayed. Cageauromft 1. Project Location/Address: it 1 M GQ02C 12ACle c OAN4 rr FL 3-123 2. Proposed Activity: ® Driveway 19 Walkway Other: 3. Schedule of Work: Start Date May Completion Date pru!aa Emergency Repairs 4, Brief Description of Work: bciyyj!I j 4x,1 d ' (a6 wa,[k'j6_r_tw_1 tim s This application is submitt d by: Properly omw, Signature: ( Point Name: sot.{ A t- Address: S. W&tP400--- D16& A iir, Mto AfAWYAe SoAneStEL XT141 Phone: {Q (ps%QO Fax: Email: hL1t ;+e odAiW Date: 2017 1%.A Maintenance Responsibilities/indemnification The Requester, and his auccessore and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement. This shall include mainlenanco of the Improvement and unpaved portion of rightof--way adjacent thereto, Requestor may, with written Clry authorization, remove saki Installationtimprovement Hilly restoring the rlght-of-way to Its previous condition. In the event that any future construction of roadways, ulllitles, stormwater facilities, or any general maintenance activities by the City becomes in oonalct with the above permitted activity, the parmittee shall remove, relocate and/or repair as necessary at no rest to the City of Sanford Insofar as such faci(Itles are in the public right-of-way. If the Requester does not conflnuously molntaln the Improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore fhe area to [Is previous condition at the Requesters expense and, If necessary, Hie a lien on the Requester's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, Indemnify, and hold harmless the City, Its eounellpersons, agents, eervante, or employ- ees (appointed, elected, or hired) from and agelnat any and all fiabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeal), resuibng In any fashion from or ariaing directly or Indirectly out of or connected with the use of the Clty's right-of-way. I have rgad and unclgrsjanj the above statement and by signing this application I agree to its terms. This permit shall be posted on the site during construction. Please call 407.688.5000 24 hours In advance to schedule a pre -pour Inspection, Pre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Dale: Approved: Engineering G Date: J Z 1 Site inspected by: Date: Speclal Permit Conditions: November 2016 ROW Lisa Drrwwav udf REQUEST[' FOR TUG & PRE' POWER AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberly, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: q 1s 0112: Project Name:_Eew PAWe Project Address: ei C,'p„h C tre(,e 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 hereafterfinds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are ui an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprbikler system must be operational with water on the systein prior to pre -power. 8. TUC approval is for service and outside GFCI outlets only. 9. Clieckwith the local jurisdiction for fees associated with tugs. ecu Li *ruf 'Re Print Name of O ner/Tenarit f ignat o Owner/Tenant Tx f-fie, Print N me of Ge .Contractor Signat a of Gen. ontractor CC t151q )9I Gen. Contractor License # TIVAk t e, (1; d Print Name of El Contractor Si acute of El. Contractor EL Contractor License JURISDICTION E1vlPLOYEE NAME: JURISDICTION: CALLED INTO: c Progress Energy a Florida Power and Light on Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 17-1117 Address: 2922 Gipper Circle BUILDING PERMIT Min Max Ins ection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 i Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence , ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 1 PLUMBING PERMIT Min Max Inspection Descri ti 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 Project Name: Lotl OReaganPointe751 1AGLSE Builder Name- David Weekley HomesUSANFORDStreet: 2922 Gipper Circle State, Zip: Sanford , FL , 32773 Permit Office: ..//,, qCity, Permit Number#1 7 1 1 7 Owner. Jurisdiction: 6210D0. Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2883.4 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 1101.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1425.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1365.00 ft' 6. Conditioned floor area above grade (ft') 2178 b. Knee Wall (Vented) R=19.0 60.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(343.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 435.6 a. U-Factor: Dbl, U=0.34 247.17 ft' SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 96.00 ft' 12 Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.939 ft. Area Weighted Average SHGC: 0.336 14. Hot water systems 8. Floor Types (2178.0 sgft.) Insulation Area a. Electric Cap: 40 gallonsEF: a. Slab -On -Grade Edge Insulation R=0.0 897.00 ft' b. Conservation features 0.940 b. Floor Over Other Space R=0.0 814.00 ft' None c. other (see details) R= 467.00 ft' 15 Credits Pstat Glass/Floor Area: 0.158 Total Proposed Modified Loads: 68.60 PASSTotalBaselineLoads: 72.11 1 hereby certify that the plans and specifications covered by Review of the plans and ST,j, this calculation are in compliance with the Florida Energy specifications covered by this Q4 14E 1-; p Code. calculation indicates compliance C°o with the Florida Energy Code. ti „ PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COP WE OWNER/AGENT: BUILDING OFFICIAL: DATE: 4T ' DATE: 5- &.4 :7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 Qn for whole house. 4/12/2017 2:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title- Lot10ReaganPointe7511AGL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area. 2178 Lot # Owner• Total Stories: 2 Block/SubDivision: of Units. 1 Worst Case: No PlatBook: Builder Name- David Weekley Homes Rotate Angle: 0 Street: 2922 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 2178 19871.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 897 8342.1 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1281 11529 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 ---- ---- 369 ft' 19 0.05 0 0.95 2 Floor Over Other Space 2nd Floor ---- ---- 814 ft' 0 0.35 0 0.65 3 Raised Floor 2nd Floor ---- ---- 98 ftz 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1st Floor 117.9 ft 0 897 ft' 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 2436 ft' 546 ft' Medium 085 No 0.85 No 0 266 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2178 ft' N N 4/12/2017 2:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1365 ft' 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 60 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Ornt To WAI Type Space 1 SW Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 28 6 9 4 266.0 ft' 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 10 6 9 4 98.0 ft' 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1st Floor 7 40 0 9 4 373.3 ft' 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 15 0 9 4 140.0 ft' 0 0 06 0 9 Garage Frame - Wood 1st Floor 13 38 7 9 4 360.1 ft' 0 0.23 0.3 0 10 NE Exterior Concrete Block - Int Insul 1 st Floor 7 9 0 9 4 84.0 ft' 0 0 0.6 0 11 NW Exterior Concrete Block - Int Insul 1st Floor 7 15 0 9 4 140.0 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 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 V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW 2 Vinyl Low-E Double Yes 0.34 0.3 25.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds None 2 SE 3 Vinyl Low-E Double Yes 0.34 0.3 16.0 ft' 1 ft 4 in 3 ft 6 in Drapes/blinds None 3 SE 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 5 NE 5 Vinyl Low-E Double Yes 0.34 0.3 45.0 ft' 1 ft 4 in 1 ft 0 in None None 6 NE 10 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 0 ft 1 in None None 7 NE 6 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 11 ft 0 in None None 8 NW 7 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 1 ft 0 in None None 9 NW 7 Vinyl Low-E Double Yes 0.34 0.3 46.5 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 10 NW 8 Vinyl Low-E Double Yes 0.34 0.3 25.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 11 NE 10 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 1 ft 0 in None None 12 NW 11 Vinyl Low-E Double Yes 0.55 0.43 96.0 ft' 8 ft 0 in 1 ft 0 in None None 4/12/2017 2:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 399 ft' 399 ft' 40 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1655.9 90.91 170.97 .2605 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 094 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 435.6 ft Attic 108.9 ft Proposed Qn 2nd Floor --- cfm 130.7 cfm 0 06 0.50 1 1 4/12/2017 2:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat- Y Ceiling Fans: CoolingJan HeatinHJan Feb Feb Mar X Mar j j Apr Apr jj j Ma May X] Jun Jun jjXjj Jul j j Jul IXI Au Au Xj Se [ SeP [ Oct Oct jj ] Nov X] Nov j[ ] jDec X) Dec Ventin Jan Feb X Mar X] A r Ma Jun Jul Aug Se [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 4/ 12/2017 2:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 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: Dbl, U=0.55 SHGC: SHGC=0.43 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2922 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1422.00 ft' b. Concrete Block - Inl Insul, Exterior R=7.0 1101.30 ft' 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1365.00 ft' 2178 b. Knee Wall (Vented) R=19.0 6000 ft' Area c. N/A R= ft' 247.17 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 435.6 96.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 40.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft' 13. Heating systems a. Electric Heat Pump 4.939 ft. 0.336 Area 14. Hot water systems 897.00 ft' a. Electric 814.00 ft' b Conservation features 46700 ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date:g i 1 1 Address of New Home: aQ2a cb;P&rs City/FL Zip: _j6nd4 kBtu/hr Efficiency 41.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat THE STgrVO a 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. 4/12/2017 2:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 4DEL-AIR Manual S Compliance Report Job: Lot 10 Reagan Pointe 75... Date: 12/30/2016etmNa • •m catmmnrfNa Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM Project• • For: David Weekley Homes Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 30278 Btuh Outdoor design WB: 75.2°F Latent gain: 3943 Btuh Indoor design DB: 75.0°F Total gain: 34221 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 32286 Btuh 107% of load Latent capacity: 6011 Btuh 152% of load Total capacity: 38297 Btuh 112% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 25269 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 40000 Btuh 158% of load Supplemental heat required: 0 Btuh Meets are all requirements of ACCA Manual S. Entering coil DB: 76.7°F Entering coil WB: 63.3°F Entering coil DB: 69.3°F Capacity balance: 29 OF Economic balance: -99 OF wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 2017-Apr-12 14.04:12 Page 1ACCA... eaganPointe7511A\Lot10ReaganPointe7511AGLSE.rup Calc = MJ8 House faces: SE 1 DEL -AIR Component Constructions Job: Lot 10 Reagan Pointe 75... Date: 12/3012016 BERMS • AN CarmmotlNO Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM For: David Weekley Homes Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (T) 29 18 Latitude: 29ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (T) 41 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain K BtuhA?--'F fe-'F/Btuh BNh/V Btuh BWhtW Btuh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 396 0.068 19.0 1.98 784 1.49 591 fnsh, 2"x6" wood frm, 16" o.c. stud se 223 0.068 19.0 1.98 441 1.49 333 sw 441 0. 068 19.0 1.98 873 1.49 658 nw 215 0. 068 19.0 1.98 425 1.49 321 all 1275 0. 068 19.0 1.98 2522 1.49 1902 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 428 0.167 3.0 4.86 2079 3.31 1418 board int fnsh se 74 0.167 3.0 4.86 359 3.31 245 sw 241 0. 167 3.0 4.86 1170 3.31 798 nw 159 0. 167 3.0 4.86 771 3.31 526 all 901 0. 167 3.0 4.86 4380 3.31 2987 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" ne 15 0.049 19.0 1.43 21 2.67 39 gypsum board int fnsh se 15 0.049 19.0 1.43 22 2.67 41 sw 15 0. 049 19.0 1.43 21 267 39 nw 15 0. 049 19.0 1.43 22 2.67 41 all 60 0. 049 19.0 1.43 86 2.67 160 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 342 0.091 13.0 2.65 906 1.47 503 wood frm, 16" o.c. stud Windows 2B-2fv- 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 45 0 340 0 9.89 445 26.5 1193 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5 ft window ht, 1 ft sep.), 6. 67 ft head ht 1OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 21 0.340 0 9.89 211 18.6 396 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1 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, ne 8 0.340 0 9.89 79 26.5 212 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 0 9.89 158 23.2 371 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 2017-Apr-12 14.04:12 40- wright5oft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 ACCA..eaganPointe7511A%LotlOReaganPointe7511AGLSE. rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft nw 31 0.340 overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht nw 16 0.340 all 63 0.340 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4 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, sw 25 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4.2 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outs, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 8 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov. 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 25 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ovd. 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" nw 96 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 8 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 0 9.89 154 20.3 317 0 9.89 309 22.5 701 0 9.89 159 22.5 360 0 9.89 622 21.9 1378 0 9.89 154 23.2 362 0 9.89 249 23.2 584 0 9.89 79 26.5 212 0 9.89 249 22.5 566 0 16.0 1536 39.1 3756 Doors 11 DO: Door, wd sc type se 24 0.390 0 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 2013-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 22A-tpl: Bg Floor, light dry soil, on grade depth n 17 0.390 0 all 41 0.390 0 1365 0.026 38.0 98 0.050 19.0 369 0.050 19.0 118 0.989 0 11.3 272 12.1 291 11.3 196 12.1 210 11.3 469 12.1 500 0.76 1032 1.42 1935 1.45 143 0.73 71 1.45 537 0.73 269 28.8 3394 0 0 wri htsoft' 2017-Apr-1214:04:12 S=- 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2ACCA..eaganPointe7511A\LollOReaganPointe7511AGLSE.rup Calc = MJ6 House faces. SE 1 DEL -AIR Pro ect Summa Job: 121 0OReaganPointe75... Date: 2I3/2016 eUMO • AM COtmlftilGNo Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone: 407.831-2665 Fax. 407-333-3853 Web WWW.DEL-AIR COM For: David Weekley Homes Notes: LS by CA on 04.12.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 21760 Btuh Ducts 3508 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25269 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area (ftz) Hea217§ Coo21 n7g Volume (ft3) 20653 20653 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 141 72 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH 14N B0420000A0 AHRI ref 9162578 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point =. 29 OF 8.2 HSPF 410200 BFuh @ 47°F 1333 cfm 0.053 cfm/Btuh 0.40 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 24645 Btuh Ducts 5633 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 30278 Btuh Latent Cooling Equipment Load Sizing Structure 2899 Btuh Ducts 1044 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 3943 Btuh Equipment total load 34221 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 11.5 EER, 14 SEER Sensible cooling 30000 Btuh Latent cooling 10000 Btuh Total cooling 40000 Btuh Actual air flow 1333 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-Apr-12 14: C wrightsoft' Right.Suite® Universal 2017 17.0.16 RSU24005 age 1Page eaganPointe7511A\LotlOReaganPointe7511AGLSE rup Calc = MJ8 House faces- SE DEL -AIR Right-J® Worksheet u-ffnm- commmu"a 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 Room name Entire House Dining/Kitchen 2 Exposed wall 275.9 ft 784 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 612.6 ft 5 Room area 2261 9 ft' 612.6 ft' Ty construction U-value Or HTM Area (ft Load Area (ft Load number Btutt/ft'--'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0 068 ne 1.98 1.49 441 396 784 591 0 0 0 0 L-G 213-2fv 0340 ne 9.89 26.51 45 0 445 1193 0 0 0 0 W 13A-3ocs 0 167 ne 4.86 3.31 457 428 2079 1418 219 198 962 656 10c-v 0.340 ne 9.89 18.56 21 0 211 396 21 0 211 396 11 2B-2fv 0 340 ne 989 26.51 8 0 79 212 0 0 0 0 W 1613-19ad 0.049 ne 1.43 2.67 15 15 21 39 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 270 223 441 333 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 16 0 158 371 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 16 4 154 317 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 98 74 359 245 98 74 359 245 r n 11D0 0.390 se 11.35 12.11 24 24 272 291 24 24 272 291 W 1613-19ad 0.049 se 1.43 2.67 15 15 22 411 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 441 441 873 6581 0 0 0 0 W L_G 13A-3ocs 2A-2ov 0.167 0.340 sw sw 4.86 9.89 3.31 23.18 266 25 241 0 1170 249 798 584 266 25 241 0 1170 249 798 584 W 1613-19ad 0.049 sw 1.43 2.67 15 15 21 39 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 270 215 425 321 0 0 0 0 2A-2ov 0.340 nw 9.89 26.51 8 0 79 212 0 0 0 0 2A-2ov 0.340 rtw 9.89 22.45 31 0 309 701 0 0 0 0 2A-2ov 0.340 nw 9.89 2245 16 0 159 360 0 0 0 0 W 13A-3ocs 0.167 nw, 4.86 3.31 280 159 T71 526 149 124 603 411 2A-2ov 0.340 nw 9.89 22.45 25 0 249 566 25 0 249 566 2A-2ovd 0.550 nw 16.00 39.13 96 0 1536 3756 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 15 15 22 41 0 0 0 0 P 12C-0sw 0.091 2.65 147 360 342 906 503 360 342 906 503 L-D 11D0 0.390 n 11.35 12.11 17 17 196 210 17 17 196 210 C 1613-38ad 0.026 0.76 1.42 1365 1365 1032 1935 0 0 0 0 F 20P-19t 0.050 1.45 0.73 98 98 143 71 0 0 0 0 F 20P-19t 0.050 1.45 0.73 369 369 537 269 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 897 118 3394 0 613 78 2257 0 6 c) AED excursion 1709 41 Envelope loss/gain 17252 19066 7436 4700 12 a) Infiltration 4508 1428 1278 405 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 5 1150 1 230 Appliances/other 3000 1200 Subtotal (lines 6 to 13) 121760 24645 8714 6535 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21760 24645 8714 6535 15 Duct loads 16% 23% 3508 5633 10% 10% 871 654 Total room load 25269 30278 9585 7189 Air required (cfm) 1333 iml 506 316 Calculations approved by ACCA to meet allCalculationsapprovedbyACCAtomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. wri htsoft* 2017-Apr-12 14:04:12 AZ-- 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 ACdk ... eaganPointe7511A\LotlOReaganPointe7511AGLSE.rup Calc = NIJ8 House faces: SE 2DEL-AIR Right-J® Worksheet KUM- MCOM MM 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 2 Room name Exposed wall Powder 8. 5 ft Utility 22. 0 it 3 4 Room height Room dimensions 9. 3 ft heat/cool 4. 5 x 8.5 it 9. 0 it heat/cool 1. 0 x 70.0 it 5 Room area 38.3 ft' 70.0 fP Ty Construction U-value Or HTM Area 00 Load Area (ft Load number Btuhlft'-'F) Btuh/ft') or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L- G 12E- 0sw 0.068 ne 1.98 1.49 0 0 0 0 68 68 134 101 2B- 2fv 13A- 3ocs 1OC- v 0. 340 0. 167 0. 340 ne ne ne 9. 89 4. 86 9. 89 26. 51 3. 31 18. 56 0 79 0 0 79 0 0 385 0 0 263 0 0 0 0 0 0 0 0 0 0 0 0 0 W L2 112B-2fv 16B- 19ad 12E- 0sw 0. 340 0. 049 0. 068 ne no se 9. 89 1. 43 1. 98 26. 51 2. 67 1. 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 79 0 0 155 0 0 117 W W 2A- 2ov 2A- 2ov 0. 340 0. 340 se se 9. 89 9. 89 23. 18 20. 34 0 0 0 0 0 0 0 0 16 0 0 0 158 0 371 0 G 1- GG W L_ D 2A- 2ov 13A- 3ocs 0. 340 0. 167 se se 9. 89 4. 86 23. 18 3. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W W W L_ G 16B- 19ad I12E- 0sw 13A- 3ocs 0. 049 0. 068 0. 167 se sw sw 1. 43 1. 98 4. 86 2. 67 1. 49 3. 31 0 0 0 0 0 OI0 0 OI0 0 0 0 36I 00 36 0 0 71 0 0 54 0 2A- 2ov 16B- 19ad 0. 340 0. 049 sw sw 9. 89 1. 43 23. 18 2. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WW G 12E- 0sw 2A- 2ov 2A- 2ov 0. 06E 0. 340 0. 340 nw nw nw 1. 98 9. 89 9. 89 1. 49 26. 51 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2ov 13A- 3ocs 2A- 2ov 0. 340 0167 0. 340 nw nw nw 9. 89 4. 86 9. 89 22. 45 3. 31 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2ovd 16B- 19ad 0. 550 0. 049 nw nw, 16. 00 1. 43 39. 13 2. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C- 0sw 11DO 16B- 38ad 0. 091 0. 390 0. 026 n 2. 65 11. 35 0. 76 1. 47 12. 11 1. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 0 53 0 0 99 CF F 2OP- 19t 2OP- 19t 0. 050 0. 050 1. 45 1. 45 0. 73 0. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 38 9 245 0 0 0 0 0 6 c) AED excursion 18 102 Envelope loss/gain 630 245 571 844 12 a) Infiltration b Room ventilation 138 0 44 0 346 0 109 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 768 288 917 1554 Less external load Less transfer Redistribution 0 0 0 0 0 0 0 0 0 0 0 0 14 15 Subtotal Duct loads 10% 10% 768 77 288 29 26% 38% 917 238 1554 593 Total room load Air required (cfm) 845 45 317 14 1155 61 2147 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ilhtsoft 2017-Apr-1214:04:12 A wr9 Right - Suite® Universal 2017 17.0.16 RSU24005 Page 2 eaganPointe7511AkLotIOReaganPointe7511AGLSE.rup Calc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet MCDNM °"M 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 Room name Bdrm 2 Bdrrn 3 2 Exposed wall 11.0 ft 22.5 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 14.0 ft 11.0 x 11.5 ft 5 Room area 154.0 ft' 126.5 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft') Load number Btutt/ft'--'F) Btuh/ft') or penmeter (ft) Bluh) or perimeter (ft) 8luh) Heat Cool Gross NIPIS Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 L 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0G W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 L2 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 77 61 121 91 99 83 165 124 G 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 16 4 154 317 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 L_D 11D0 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 01 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 23 23 45 34 104 104) 205 154 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 1----G 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0ErGC 2A-2ovd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 R D 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 161338ad 0.026 0.76 1.42 154 154 117 218 127 127 96 179 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 119 119 173 87 127 127 184 92 F MA-tpl 0.%9 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 99 129 Envelope loss/gain 609 890 804 997 12 a) Infiltration 173 55 353 112 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) 782 945 1157 1109 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 782 945 1157 1109 15 Duct loads 26% 38% 203 361 26% 38% 300 423 Total morn load 985 1305 1457 1532 Air required (cfm) 52 57 77 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i F11tsOTt' 2017-Apr-1214:04:12wr9Right -Suite® Universal 2017 17.0.16 RSU24005 Page 3 eaganPointe7511A\LotlOReaganPointe751 1AGLSE.rup Calc = MJ8 House faces: SE DEL -AIR Right-J® Worksheet KEffM-'"C0'R101D0 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 Room name Bdnn 3 WIC Bthrm 2 2 Exposed wall 4.0 ft 5.0 it 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.5 x 4.0 ft 11.0 x 50 ft 5 Room area 22.0 ft' 55.0 ft' Ty Construction U-value Or HTM Area yt Load Area (ft Load number Stuh/ft'--'F) Btuh/f 2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W L-G 12E-0sw 2B-2fv 0.068 0.340 ne ne 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 1=2 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 r D 11D0 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 36 36 71 54 45 45 89 67 W L_G 13A3ocs 2A-2ov 0.167 0.340 sw sw 4.86 9.89 3.31 23.18 0 0 0 0 0 0 0 0 0 0 OI0 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W G 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0Lam- GG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0EIG2A-2ovd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 R T-D 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 22 22 17 31 55 55 42 78 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 22 22 32 16 28 28 40 20 F 22A4p1 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 11 Envelope loss/gain 120 94 171 154 12 a) Infiltration 63 20 79 25 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) im 114 249 179 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal im 114 249 179 15 Duct loads 269/6 38% 47 43 260/6 380/6 65 68 Total room load 230 157 314 247 Air required (cfm) 12 7 1 17 11 Calculations approved by ACCA to meet allCalculationsapprovedbytomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. wri htsoTt 2017-Apr-12 14:04 12 A 9 Right -Suite® Universal 2017 17.0 16 RSU24005 Page 4 eaganPointe7511AILollOReaganPointe7511AGLSE.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-" MMJ® Worksheet COMUM 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 Room name Mstr WIC Mstr Bthnn 2 Exposed wall 9.5 It 20.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 118.5 ft 1.0 x 140.5 It 5 Room area 118.5 ft' 140.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area yt Load number Btutdit'--'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 1---- G 213-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 L2 10C-v 0 340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2B-2fv 0 340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 16121-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 00 Li2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 rn11D00.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 86 86 169 128 1131 1131 2231 168 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 L- G 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W G 12E- 0sw 0.068 nw 198 1.49 0 0 0 0 68 60 118 89 2A- 2ov 0.340 nw 9.89 26.51 0 0 0 0 8 0 79 212 2A- 2ov 0.340 nw 989 22.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A,3ocs 0.167 nw 486 3.31 0 0 0 0 0 0 0 0 Et2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A- 2ovd 0.550 nw 1600 39.13 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P L- D 12C- 0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 119 119 90 168 141 141 106 199 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 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 20 35 Envelope loss/gain 259 275 526 704 12 a) Infiltration 149 47 314 100 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) 408 323 840 803 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 408 323 840 803 15 Duct loads 26% 38% 106 123 26% 38% 218 307 Total room load 514 446 1058 1110 Air required (cfm) 27 20 56 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri httsoTt' 2017-Apr-1214:04:12 AAC g Right-Suite(S) Universal 2017 17.0 16 RSU24005 Page 5 eaganPointe7511A\ LotlOReaganPointe7511AGLSE.rup Calc = MJ8 House faces: SE 2' DEL -AIR Right-J® Worksheet NINTM -MCOMM rINSM 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 10 Reagan Pointe 7511 A... Date: 12/30/2016 By: FJF 1 Room name Mstr WC Mstr Bdnn 2 Exposed wall 5.5 ft 36.5 ft 3 Room height 9.0 ft heat/cool 9.0 it heat/cool 4 Room dimensions 5.5 x 4.0 ft 17.0 x 19.5 ft 5 Room area 22.0 ft' 331.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area qt Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L G 12E-0sw 28-2fv 0.068 0.340 ne ne 1.98 9.89 1.49 26.51 0 0 0 0 0 0 0 0 176 0 176 0 347 0 262 0 W 13A3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 Lt10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 ne 1.43 2.67 0 0 0 0 15 15 21 39 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 Wr s D 1 DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 15 15 22 41 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 OI 0 0 0 W 13A3ocs 0.167I sw 4.86 3.31 0 0 0 0 0 0 0 0 L G 2A-2ov 0 340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 15 15 21 39 W 12E-0sw 0.068 nw 1.98 1.49 50 50 98 74 153 106 209 158 4-- G 2A-2ov 0.340 nw, 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 31 0 309 701 2A-2ov 0 340 nw 9.89 22.45 0 0 0 0 16 0 159 360 W 13A3ocs 0.167 rtw 4.86 3.31 0 0 0 0 0 0 0 0 Et2A-2ov 0 340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ovd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 W 16B-19ad 0 049 nw 1.43 2.67 0 0 0 0 15 15 22 41 P L-D 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16838ad 0.026 0.76 1.42 22 22 17 31 332 332 251 470 F 20P-19t 0.050 1.45 0.73 0 0 0 0 98 98 143 71 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 OI 0 0 0 6 c) AED excursion 8 379 Envelope loss/gain 115 97 1503 2561 12 a) Infiltration 86 27 678 215 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 W0 Subtotal (lines 6 to 13) 201 125 2181 3606 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 201 125 2181 3606 15 Duct loads 26% 38% 1 52 48 26% 38% 565 1377 Total room load 253 172 2746 49a3 Air required (cfm) 13 8 1 145 219 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoTt 2017-Apr-12 14:04:12 A Z wr9 Right -Suite® Universal 2017 17 0.16 RSU24005 Page 6 eaganPointe7511ANLotIOReaganPointe7511AGLSE. rup Calc = MJ8 House faces: SE DEL --AIR Right-JO Worksheet Job: Lot 10 Reagan Pointe 7511 A... uffnic''"comarmim Entire House Date: 12/30/2016 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM 1 Room name Loft/Stairs Family 2 Exposed wall 220 It 31.0 it 3 4 Room height Room dimensions 90 It heat/cool 1.0 x 324.5 ft 9.3 ft heat/cool 14.5 x 17.0 ft 5 Room area 324.5 ft' 246.5 fl' Ty Construction U-value Or HTM Area (ft') Load Area (ft Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L-G 12E-0sw 2B-2ry 0.068 0.340 ne ne 1.98 9.89 1.49 26.51 198 45 153 0 303 445 228 1193 0 0 0 0 0 0 0 0 W 13A.9ocs 0.167 ne 4.86 3 31 0 0 0 0 159 151 732 499 L2 1OC-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2B-2fv 0.340 ne 9.89 2651 0 0 0 0 8 0 79 212 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 WI 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 r D 11DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0 049 se 1.43 267 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 OI 0 0 OI 0 0 0 W 13A-Aocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 L_G 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0 068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 26 51 0 0 0 0 0 0 0 0G 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 I-GG 2A-2ov 0 340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw, 4.86 3.31 0 0 0 0 131 35 168 115 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0Et2A-2ov 2A-2ovd 0.550 nw 16.00 39.13 0 0 0 0 96 0 1536 3756 W 1613-19ad 0 049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 in 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 325 325 246 460 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 74 74 108 54 0 0 0 0 F 22A-tpl 0.989 28.78 000 0 0 0 0 247 31 892 0 6 c) AED excursion 158 1146 Envelope loss/gain 1101 1778 3408 5728 12 a) Infiltration b) Room ventilation 346 0 109 0 505 0 160 0 13 Internal gains: Occupants Q 230 0 0 3 690 Appliances/other 600 0 Subtotal (lines 6 to 13) 1447 2487 3913 6578 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1447 2487 3913 6578 15 Duct loads 26% 38% 375 950 10% 10% 391 6% Total room load 1822 3437 4304 7236 Air required (cfm) 96 151 227 319 Calculations approved by ACCA to meet allCalculationsapprovedbyACCAtomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. Iawwri htlsOTt' 2017-Apr-1214:04:12 Az__ 9 Right-Suite(g) Universal 2017 17.0.16 RSU24005 Page 7AC ..eaganPointe75llA\LotlOReaganPointe7511AGLSE.rup Calc = MJ8 House faces. SE Duct System Summary Job: Lot 10 Reagan Pointe 75... DEL --AIR Date: 1213012016 BFMO-AMemn16NN0 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM For: David Weekley Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 1333 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 1333 cfm 159 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1305 52 57 0.244 6.0 Ox 0 VIFx 24.2 115.0 SO Bdrm 3 h 1457 77 67 0.236 6.0 Ox 0 VIFx 29.1 115.0 st4 Bdrm 3 WIC h 230 12 7 0.234 4.0 Ox 0 VIFx 30.0 115.0 st4 Bthrm 2 h 314 17 11 0.281 4.0 Ox 0 VIFx 21.0 100.0 st3 Dining/Kitchen h 4793 253 158 0.235 9.0 Ox 0 VIFx 35.0 110.0 st2 Dining/Kitchen-A h 4793 253 158 0.241 9.0 Ox 0 VIFx 31.3 110.0 st2 Family c 3618 114 159 0.228 7.0 Ox 0 VIFx 39.0 110.0 st2 Family -A c 3618 114 159 0.231 7.0 Ox 0 VIFx 37.1 110.0 st2 Loft/Stairs c 3437 96 151 0.308 7.0 Ox 0 VIFx 10.6 100.0 st3 Msir Bdrm c 4983 145 219 0.289 8.0 Ox 0 VIFx 17.6 100.0 st3 Mstr Bthrm h 1058 56 49 0.273 5.0 Ox 0 VIFx 24.4 100.0 st3 Mstr WC h 253 13 8 0.269 4.0 Ox 0 VIFx 26.3 100.0 st3 Mstr WIC h 514 27 20 0.283 4.0 Ox 0 VIFx 20.0 100.0 st3 Powder h 845 45 14 0.214 4.0 Ox0 VIFx 48.6 110.0 st2 Utility c 2147 61 95 0.224 6.0 Ox 0 VIFx 36.5 115.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 1333 1333 0.214 754 18.0 0 x 0 VinlFlx st2 Peak AVF 777 649 0.214 557 16.0 0 x 0 VinlFlx SO st4 Peak AVF 202 226 0.224 648 8.0 0 x 0 VinlFlx st3 st3 Peak AVF 556 684 0.224 640 14.0 0 x 0 VinlFlx SO 2017-Apr-12 14:04:13 wrightSoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 ACCk... eaganPointe7511A\LotlOReaganPointe7511AGLSE.rup Calc = MJ8 House faces: 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 1333 1333 0 0 0 0 Ox 0 VIFx 2017-Apr-12 14 04.13 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 iCA ..eaganPointe7511A\Lo110ReaganPointe7511AGLSE.rup Calc = MJ8 House faces: SE RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 10, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Tract "F" D.E. & U.E. Common Area) 0 y el 4 O °4 0 O bey ? a 7 D cao, a` 1 S0, On c. QJ cl 4 Fa' y h 4 CDCBV is Q f A i ;mow •' f, 1 L 41, S' w 2922 GIPPER CIRCLE SANFORD, FLORIDA 32773 a 2922 Gipper Circle r= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 3,200 sq ft (100%) Impervious Area= 1,832 sq ft (57%) Pervious Area= 1,368 sq ft (43%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan s 9. Lot 11 60 Lot 10 :'...° a ads. RAJ y. o sP •:':':':':'.. °sue' °s;:.° •' `''F'/' s:.. o o•,e •.'. :.•.•:. .a. : a C f ...... .... .`'• by A ..:.... :.•. 9e vs ..'.'....'.'.. Ste; ' :::::::::: ' 0.0• OS•;•;•:•' qo yea> 0, Lot 9 0Q `:•:Q'ooc°`es a..:; o0 4"o "VIAa goo t ' ' ti . •\/ 5 hoc 70NING SATE IOk — Cou —fit '4 1 CP S 1 V1 OV1 laVl a / c, N is b N y P.T. located on Lot 7 r W E a o OX Q aA.C Q oa a Qr This is NOT a Boundary Survey Graphic Scale 1 26 40' Scale: 1 "=20' Field Date: 4/11/2017 Date C.Ompleted: 4/12/2017 NOTES Sumey a Based upon the Legal Description Supplied by Client Abutting Properties Deeds have NOT been Researched for Gaps, Overlap, and/or Hiatus 1 hereby CC rllfy that tnis Boundary Survey of the above Dasaibac Properly Is Truo +nd Conoct to flue Best of my t(nosvlrslge end Bdlal as nac mify Stwoyal under my Direction on tho Data Shown, Bawd on Information furnished to MeDrawnBy: M.C. File Number.IS-36299 PP Subject to any Easements and/or Restrictions of Record as Noted and Conforms to the Standards of Pmctim for Land Surveying Legend- Beadng basis shown hereon. Is Assumed and Based upon the Line Denoted with a78' In the State of riorlda in accordance with Chapter 5117.G52 nodda Administrative Codes. Pursuant t tlon 472,027 Florida Statutes. c CalculatedCantedine PC - Point of curvature Pg. -Page Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership isNOTdetermmed. IRF B Conereta Bieck PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS P\CK r'sSslF •4 ycmConerotaMonumentP.O B. - Point of Beginning otherwise noted C,o s , cone Concrete P.O.L. - Point on Una Sepuc Tanks n locations are approximate and MUST be vedlletl by FOR eO r THE DDE DescriptionDrainageEasement PP -Power Poll. PRM - Permanent Reference Location CoappropriateUtilityLocationCompanies. s1A1F FIRM Patrick K. Irelan q•.RemaPB 6637 LB 7623Esml. •Easement Monument Use ofThis Survey (or Purposes other than Intended, Without WrittenVedncation,Wdlbe F. E.MA - Federal Emergency pT - Point of Tangency Yat the Users Sole Risk and Without Liability to the Surveyor Nothing Hereon shall be This Survey is intend Y use Di Said Certified Parties. Menegement Age nry R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. U'L Bed E7m tllnsleod"IfiC sL ThO/ isIISIIVB NO/Toy- VALAssociatesFFEIPthIPFinished I-loc r Uwsdlon Found IronPipeRed. - Radial Rae - Recovered Rec -Recovered POINTS OFINTEREBT- PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS FUTILITY S/ stine I/ JtD ITeland1D Inc.I SWILMLength ( Arc) Measured Rfd. - Roofed Set 'A" Resler d EASEMENT. DocuSigned by: W IlSSOC V 1vS V1v 1V r V VVV VVV NBD Nag & Disk Set - Reber cep -LB 7623• I 1301 S. International Parkway Suite 2001 N,R. Non-Radial Typ -Types r., (M61 ,, EP LakeMary, Florida 32746 ORB POr6clal Records Book Piet UE - UWIy Easement WM • Water MOW www.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) BICEDMFCAE64Ee... Office-407. 678.3366 Fax-407.320.8165 O- WoodFerfm0— - Chain Link Fences RECORD COPY Residential Load Demand General Method 2178 square feet X 3VA = 6534 VA Small appliance load = 3000 VA Laundry = 1500 VA i total 11,034 VA First 3000VA @ 100%........... 3000 VA I Remaining @ 35%................2812 VA total 5812 VA Dryer 5000 VA SANFORD Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA # 1 Range. 8000 VA 1 j Heat 8000 VA i Micro. 1200 VA f total 35,082 VA - 240V= 146 amps= 150 amp service Model 7511 , i Contractor David Weekley Homes j Subdivision Reagan's Point i County Seminole I City Sanford James Lanier EC 0002989 Office # 407-933-7771 5 4" SAN sewer, vTR z 7CV0-,1- I I 3"SAN up to 2ricl floor Reo go.r : s Poir -te I-o-t 6 AAA/ H Must have a mInInum clearance of 4 Inches around the air Transfer ducts/grules sized in compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. TON V/8KV P240V 1F 1843 plen platform by bldr scale Il/8'=1'0' HONEYVELL 2 ZONE DAMPER SYSTEM I93 ARDI6TZ ARD14TZ CPRD10 DATS C7735A 1000 z-L H632OU1000BAG BTH6320UI000DAG 40va trans L s RECORD COPY Y BLDR MIN FROM WALL I I I I P)2.0 42 SH DW In LANAI N SOFFIT KITCHEN b t7 Q V b m b tD 3 ff b oCI O 9• 6'-S 7.1' A 160 Ircd N N12o60SG0303rDcoo b 1 I m I 14x8 3r 1? HIGHWALL 1. TU m Rm_ 7' 12x6 lwed ti 3- o b DINqG2dw b 14x8 s 2C 12x6 lwcd s- c b7, ALL J4% w cd b2 CARGARAGEb3' bathductWes, b to roof cap w/ fan s eNutone 696RNB CPrIRS 16 m PER COIOA 2 L EOFaroFLR AeovE-- b ENTRY I ly 1607.0 GARAGE DOOR 1¢ b M 7. 0' 1Q-D' 16' M to I 30 0 7- tr Q I I A 4 b 94 SOFFITIQ IbIFW4Mf. Ra I b NV COLUMN W1dTH p tv b FIRST FLOOR per the State Energy coo - N O W v FLORIDA Core Plan N ALL BEDROOM WINDOWS TO MEET EGRESS C-- C EOUAL SASH W9400PNS PER OOLOARM Q/ KITCHEN APPLIANCES PER COMMUNITY S L OZ O STAIR CO 1 TRW PER COMMUNITY SPECS SEE I lJ\ EXTERIOR O L STEPSMn. 36• WIDE. IO• DEEP O MAX, VTHIGHTHRESHOUDATEXTEiBOR CO O O YIN 20 AwME RITE RATED, 1 ST SCUD STEEL DOOR BETWEEN GARAGE 8 LIVING SP U 0 DEVICES YC TYPE X )FIE RATED) GYPSUM BOARD ARE ABOVE 1/ 7 GYPSUM BOARD AT ALL GARAGE WALU RESIDENCE OR ATTIC R31221 WIDDWSNIS IN DWELLING WINDOW 6 LOCATED MORE THAN INCHES BELOW. THE LOWEST PART OF THE CLEW Of ABOVE THE RN6NED BOOR OF THE RDOM SECnONS OF WINDOWS SHALL NOT PERMIT DIAMETER SPHERE WHERE SUCH OPENINGS FLOOR R612 7.1 ANCHORING REOUI EMENTS ANCHORED IN AOCORDANCE WITH THE PU TO ACHIEVETHE DESIGN PRESSURE SPECIFI FOR SUBSTRATES HOT SPECIFIED BY THE FE EOUAL ORGFEATER ANCHORING PERFORUX ENGINEERING PRACTICE M VARESPERTUB VERIFY\ N W f Z U I I I HVAC RATFORY6 VARY PER COMMUNITY. N_ O W H N I I I I 0 I I I I 0v\\. DING SANFORD OFpAR 17SO COLUMNW7 STUCOO PEDESTAL {rYP.J 6 7 7 7P 6-C 7.0• Rating 30'-(• Ld C O 0- LU a 01 L3 0 3C 0 Z y J Q cU 3 I 0) W 1 r F d CD o d U7 O N z A I\ .-4 Q r+ LL- Z O N m W Z Z 0 w 3: J Q F— m Q O J O D Q Of in cL J n c) 6 h 5 r. 3' bath duct to roof cap w/fan Nutone 696RNB r-4• EW. MMWS„ er-4• Transfer ducts/grilles sized In compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. HCJI ALL uc• b Lv CAMw4n Aev I1 ER's____ m 4' i i RETREAT N WNER' 10x 1:cd I I BA I r 2-0 100:90 u 2-6 ro 5 SIS I I 16' I S SIi1VES jtrP! l0 I I I 4x8 lecd 220 b as @x4 1 4' xl6Lrag- - --- -J 1'-(r 20 2la• 19. 6'-7 I 4 v 14' > 0 b2rs --- 1wc 24'PT 24x18 rug e m T 4 led m er X XX PERODLIl i2 i _b R15 464 r—_ rag 16 8' 7b 11 C 4' H 14 5.10• 2D' 13 24 26 'Z b lOx6 lecd 10 2) 210 u 65 BE RM 3 9' 1242 ra 7 1040 rah, x9ERM2 li b 55 4 b 4' dryer duct 1Ox6 lecd 3® to rooF cap e/dryer vent box 2 CP> ) 2 2-1v 1 led i'I" 2Y WALL 3-0 52 SM F m za wALL as S2 sn , 4- . r vent OR I I w h T14iU L ZW WALL j1I2-04.05H - - @r-r S-r S-2' 4. 6• 4' 0' 1..1• r 6- 4' 1' o•,v 6'-r tv-r 30'-P 101 101 SECOND FLOOR Must f CA i TON V/8KV @240V 1843 plen platform by bldr scale 1l/8'=l'O' HONEYVE-L 2 ZONE DAMPER SYSTEM IW ARD16TZ ARD14TZ CPRDlO DATS C7735A 1000 x-u 6320U1000DAG BTHS320U1000DAG 40va trans the air handler per the State Energy b b 4 it All duct has an r=6 Insulation value. Rating Cn Z O m Q U I I I I 1 I I I 1 Q H N I I I I ln We L O n, N 4->• LL.I CYCIOO N CL D 3 o Q d U 0) CD 4 d LL- d U-) O 0) Oj —) A I- 4 Q r-4 LL- z O N In 1U z o Z o w J Q H- m Q J O Q cr mCLJ(n00 This document has been electronically signed using a Digital Signature. Printed RECORD COPY copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company ,.M u". 2400 Lake Orange Drive Suite 150 Orlando FL 3283( 27 T' a A Florida Engineering Certificate of Authorization Number: '•CI'• Florida Certificate of Product Approval # FL1999Page1of1DocumentID:IVZS408-ZO907132729No.70861TrussFabricator: Accu-Span Truss CompanyJobIdentification: 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. (16 fOt 153F 2 Gipper Cir. Truss Count: 43 WModelCode: Florida Building Code 5th Edition (2014).•ORIO r Truss Criteria: TPI-2007(STD)y Fss n•"• EEngineeringSoftware: Alpine Software Version 15.01. # 1 iA Structural Engineer of Record: The identity of I the structural FOR d i d not exist as of y"" r"""s"""" Address: the seal date per section 61615-31.003(6a) of the FAC Minimum Design Loads: Roof - 37.0 PSF p 1.25 Duration Floor - 55.0 PSF 9 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 04/07/2017 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility 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 nest notch the date shown 2400 Lake Orange Dr, Suite150 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-14015EC1-RIGINSRT-STRBRIBR-DEFLCAMB- Ref Description Drawin # Date 1 19387--A01 17097209 04/07/17 2 19388--A01A 17097188 04/07/17 3 19389--AO2 17097204 04/07/17 4 19390--AO2A 17097200 04/07/17 5 19391--AO3 17097193 04/07/17 6 19392--AO3A 17097179 04/07/17 7 19393--AO4 17097182 04/07/17 8 19394--AO4A 17097195 04/07/17 9 19395--AO5 17097180 04/07/17 10 19396--A05A 17097205 04/07/17 11 19397--B01 17097178 04/07/17 12 19398--BO2 17097171 04/07/17 13 19399--803 17097176 04/07/17 14 19400--001 17097210 04/07/17 15 19401--CO2 17097174 04/07/17 16 19402--DO1 17097175 04/07/17 17 19403--DO2 17097181 04/07/17 18 19404--DO3 17097183 04/07/17 19 19405--FG1 17097187 04/07/17 20 19406--FG2 17097189 04/07/17 21 19407-401 17097190 04/07/17 22 19408-402 17097194 04/07/17 23 19409-403 17097197 04/07/17 24 19410-404 17097203 04/07/17 25 19411-405 17097201 04/07/17 26 19412-406 17097192 04/07/17 27 19413-407 17097186 04/07/17 28 19414-408 17097198 04/07/17 29 19415--FO9 17097184 04/07/17 30 19416--F10 17097199 04/07/17 31 19417-411 17097196 04/07/17 32 19418-412 17097191 04/07/17 33 19419-413 17097185 04/07/17 Ref Description Drawin # Date 34 19420--JG1 17097173 04/07/17 35 19421--EJ7 17097172 04/07/17 36 19422--EJ7T 17097207 04/07/17 37 19423--CJ1 17097213 04/07/17 38 19424--CJ3 17097212 04/07/17 39 19425--CJ3T 17097208 04/07/17 40 19426--CJS 17097211 04/07/17 41 19427--CJ5T 17097202 04/07/17 42 19428-4J7 17097177 04/07/17 43 19429-4J7T 17097206 04/07/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IbUV/—/b1lI A tLtV. Ur. IKAT -- ZV44 UIPPer VIr. — /nvl / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X6(R) III 4X4(A2) 1D —UAV= 4X4(A2) I" 4- L" I 15-0-0 I 15-0-0 J 30-0-0 Over 2 Supports R=1310 U=143 W=4" RL=180/-180 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 0 15 WARNINGI " READ AND FOLLON ALL NOTES ON THIS ORANINGI IMPORTANT•• FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T rp••.. rpulr• • .r .r• In f.prlc.tl,q, n MIInq, .nl ppl nq, n t.11 lrp .rb a •c lrp. Re Car to Iclon orrMCsl`(Mpll.lnq Cupoo c S. re cy Inror.•al on. by Trl •n• •cY Pr.ccl" oUnl• SCSI. e•p•rlor•Inq a In.c.11•r. • pr w,•• t•.por.ry b .' per MCS1. r4 top c •II"Mrurprop•r1 .. •tr ucc • nlnq .np rr a carp • • Properly . 1cM1e •Inc a lrq Imc.I LU` rlpl o"plllrp Localen, s"p.ron•na" d o.pnocc • M], MT •r M10. .• .ppll=gib Amoypi- m . r•cnro or clr rd pi rr. PIO • PO•l ml e. t r o Jolnt 0.c.11., vJ o. rgc•o otM1•r•1••. R•r•r to Eral^R.I cAlPln•. aM1• l iro-Z 1" I•len or ITC Mul lolrq Co.Pon• a Group Inc. • t Do re•pon.l .I• r .ny a r o lnq. .nY r.11uru to bull. c c •• In c o one .dtb"ANS VTPI 1, er for M1.rMILq, enl pp lrq."" ruAN mW COMPANY In. 1I.cl o•• A pr.c,nR or t...... 1 m "I& ar=lnp or —ior P•D• I I.t1rlM "I. •r-111M, 111 1— •eo•PL.no. •f Pr•r•..lolul .nMln••rl r•. p n•Ibl l lty wl.ly r•r w •••Ipn •Men. TM ..'t I. ltY .••. uw or -IN •r—I.I; I— Ai, .Vuetur• 1. 24DO LAe Omp Dr.. Spite 130 re. pv lblll tY .r u•. WII•InM DolO r per ANSI/T I T S•c.2. Orlando. FL 32837 FL COA 0027E F. ter. lnrer..11 , anl. 3eb o•ner.I ne p.R• tn....•b a c..: ALPINE .... l pl ne l c..co.: WI .erq, WrCA .... Y.ca: ICC .orq R= 1310 U=143 W=4" TY: 6 FL/-/6/-/-/R/- Scale=.25"/Ft. TIC LL 20.0 PSF REF R408-- 19387 DATE 04/07/17 0.708 1 ? TIC DL 7.0 PSF BC DL 10.0 PSF DRW HCUSR408 17097209 T O ,•'Q - BC LL 0.0 PSF HC-ENG JB/DF TOT. LD. 37.0 PSF SEQN- 739040 N AILL DUR.FAC. 1.25 FROM RF WIIIMWI SPAC I NG 24.0" JREF- 1VZS408_ZO9 11. Krick Lic. Number 70 04/ 07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IbUU/-1511 A rLCV. Vr. If T -- 4— a Ppul - r. J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W4X4 S 1.25 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. 2) 2x6x8-5-7 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, plus additional nail clusters at: BRIG.: (3), heel: (5), 1st panel point: 2)• MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X4 = L J — JJtV 3X4 (A1) = 2X4 iii 5-0-0 - -8 15-0-0 0-4.0 12-3-8 30-0-0 Over 2 Supports R=1210 U=143 W=4" RL=170/-176 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. WARNING]" READ AFOLLOW ALL NOTES ON THIS DRAWING] INPWAWf•• FURNISH ID THIS DRAW] NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru,. o. r.Rulro a a.o .ro In r.prlc.cl np. n.n1-9. .nlppl nQ, In c.11ln0 .,a b .clop. R.ror t. LC..t •alclm olrfCSlc (Rull•Irp Cupon.nc s. r.q Inforotlm. Dy TPI rw RCA)rr ..racy P..ccl" InR c In.Pll.r. an.l1 prwl•. c t1—cb .c h. P.r eC51. oUnlua noc.o •v oppcMrO .M1.11 "M1.v.rprop.rl n. Ct.cM1.0 .tract oral a.tn lrp .M mta. o .n. 11 M1.v. • Pl oftrll rl Rlo ca llnR. L•calm. , for Apply Inc or •. b. ndl M1.v. .. vvllc.eru. wlenror.. r.cn ^ r cr,. p.acl•„ ...n•.•, .m ILC tn• Jolnc 0.t•II., •n l..• n•t.0 ocn.r„1.•. R.f.rtto Gr•.I,q. IeDA-2 for.c.nO.re PIo`• p••I clm. A IPIn.. • Clvllm or ITT eu1101nR Cc.pan.n t. G..,n•ll not Da r•.pm.lbl• r any a.v .clm fr•p Inp. any r.11ur. to bulls LM1. c ., In c nc .Ito ANSI/TPI 1, .r for %I.1 nR, .nlpplr 1 AN IEW COMRANY en.ul Lam A br.cl,q •r va..•.. NI •n NI• Nr Irq •r •••nr IT 11•tllq NI• Trw lra. IrlT lb•t•• .rs•Pt•M1•• •r pror•..I•n•1 •rglrwrll r.•P l•INIIIty .n l•ly lK w •••1 p, .Ocala TM It •rla uw o! N1. Or—lnR T•r •lp, •tractor• 1• 240D L. Le O=ge Dr., SWIG 150 r•••.l bllltr .f ANS.III I Sc.1. Odudo. FL 32E37 F. .^r. Inr•r..alm tnl. J.. R.n.ra no . p.R• • cM1.....b .l u. FL COA N0276 ALPINE ..IPA^ol u.cv. TPI ... cpl^a ors, TTCA "c ry.cm, ICC .•ry d1Tti o. r08 1 S iam [ I. Krick Lic. Number 7-1 - 3 0-4- 3 0-4- 0 R=1140 U=123 W=4" 2 FL/-/ 6/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 6ISPACING 24. 0" Scale=.25"/ Ft. REF R408-- 19388 DATE 04/ 07/17 DRW HCUSR408 17097188 HC-ENG KD/WHK SEQN- 739430 FROM RF JREF- 1VZS408_ ZO9 U4/U // LU I / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. UP. TRAY -- Z92Z tipper Uir. - AUL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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) v\ 4X6(R) /// 6-1 -3 0-4-0 3X4 (A1) _ f-^`* ul Dxo _ own = III 3X4 (A1) _ l" a I 13-0-0 I_ 4-0-0 _1_ 13-0-0 _I 30-0-0 Over 2 Supports R=1280 U=146 W=4" R=1280 U=146 W=4" RL=160/-160 Design Cr i t: FBC2014Res/TP I -2007 (STD) NN `1J ••N:,!YiQ/' PLT TYP. Wave FT/RT=O% O% /0 0 15. ra FTY:1 FL/-/6/-/-/R/- Scale=.25"/Ft. IYARNINcI " READ AND FOLLOW ALL NOTES ON THIS ORANINGI INP TANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truv, roRWr. • c •.. v In rmr,uUnR, n•, .Q. .nlppinD. " ..11. q — n Kln,. R.— .... P11 c •E Ll Z— orrNC51172. U,q Co m•n1 SJ•cy Inror.,clon, ny 111 .ne RTC Al ror ur•cy Pr •cUc prl 0.7. 08 1 ' 3 TC LL 20.0 PSF TC DL 7 .0 PSF REF R408 - - 1 9389 DATE 04/07/17 C AN irWCOMWWY o•P.rrn'a Pro. ro. c..Por.rr n inR P•r ocsl. unl•., m 0o tn•r..nal":.. PrPP.r titan.. aru«:.1 .n.anl R . .•cco:. r..na1 n.,.. PrnP•. y : " r lRlc c•111 nR Loc,clon, for P.r.•n•nt I• ,r• ro •Inc or .•b •11 n.v, Pr.c lrq Imu11M`p: Ics cu an, NSa RT .r Ar O. •n .PPllubl o. APply 'I'c..lco P.cn•r¢• f cru • .no po,lclm ., Yw.n . n. •l" unl... na.o .cn' L. R.r.r t• Gral q. ;60Ac2 nra...r. Plo . P..IwI .• l rrLAlp' • vl, or ITN B. lo1- Ca.pww , GrOYP Inc. . P,P•^,l Dl• r .ny onylr•11ur• t nano c . crux, In con o .•nc. .lcn"ANS VrPI 1.ro rnr n,nal lrp. .nl-1-." a• 1n,t.11.tlon ..rt„ nr tr., :. T O ' r R• BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR408 17097204 HC-ENG KD/WHK SEQN- 739237 240D Like OwSe Dr.. Suite I50 M I M "I, Ermins •r OR„r NN, I I-InD Vll, .rwln0, ImIlP•t„ ,c,1t 0, ,f Ir,r..,I,n,l .nDI-11 q C 111 tyy MI•ly ror tiv ...1 .1..n. Tn. ,u1tY 111[y P.. •r NI• .rInN ror .y ,trvttur• 1• r., pv,.lnlllcy .r tn. WIIC I,.R D••rw:r P MSI/TPI r S.c.2. 1N o1VMN- r___.1 M}r DUR . FAC . 1.25 FROM RF I NG 24.0 JREF- 1V 40 Orl.do.FL 32E37 F., ter. InrPr..clm , cnl, 3.n•..... ra ,.n P.R• y < FLCOA40279ALPINE ... .ip—t..— TPI. a..tPln,I—g; WCA .... , Icc:.:...... nrRWilliam 1-1. Krick Lic. Number 70 n inonnl 61SPAC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - A02A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 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 9] W4X4 S 1.25 PROVIDE VERTICAL SCAB 2x4 SP #2 or BETTER GRADE AT END OF EXTENSION ATTACH USING (3) 0.128 X 3" GUN NAILS TO EACH MEMBER. 4X4 = NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 6 r 3X4(A1) 5X6 4X4[9] 2X4 III 5X6 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 2) 2x6x10-1-15 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, plus additional nail clusters at: BRIG.: (3), heel: (4), 1st panel point: 2)• MWFRS loads based on trusses located at least 11.80 ft. from roof edge. 5X6 3X4 s . T4 g 6-1 -3 0-4-3 3X4 = 2X4 III 3X8(610R) 0-4-0 13-0-0 A--0-0 - -8 13-3-8 2-0- 12-3-8 30-0-0 Over 2 Supports R=1210 U=145 W=4" RL=149/-155 R=1140 U=126 W=4" nyY, r,•giDesignCrit: FBC2014Res/TPI-2007(STD) QTY:1 Scale=.25"/Ft. FT/RT=O% O% /0 0 15. ]•' fD, FL/-/6/-/-/R/- PLT TYP. Wave WARNINGI•• READ AND FDLLON ALL IUNOTESONTHISDNINGI THE INSTALLERS. TC LL 20.0 PSF REF R408-- 19390 1NPORTANT•• FURNISH THIS DURING TO ALL CONTRACTORS INCLUDING KL. Rarar to . .II o.708 1 xraInr,brla,tlro, h.MIInR. ,hlppinR, "IT;: cII- .^. I, a •t ,d clon orr.CSlc I.ul,e Inp Ca e,wnc S, r,cY In ,c1 on. by ,nd nCA)r r •,r•cr Pr,ccic pr1raUnl,,, TC DL 7.0 PSF DATE 04/07/17 DRW HCUSR408 17097200a•p•rror•InR'c • rincclon, In,c,Il•r, ,h,1I provld,rc„por,ry b cl,q p,r ECSI. noc,d o lap ^ard ,h.II"prop Iy .cc.ah« ar,t r. .. 1 .nd hart and .h.I I ^.... prap•rIr BC DL 10.0 PSF rIRId c.IIIro. Localon, .,,..,, ray p.r-,n.nt"I,4.... ..,tr.Int ar .. h.II h, br,cln. _n,t.I Des ppn cth. Apply pl,ca, r•^n a .,.a po.Iuon .. ho,.. . pp. S T O ' Q` d%:, cn D.•. ,rb .L.. R.r.r c• .r..InD. ,.GA`Z :.^..r• pIa'. p.,I I«.. r.r. r a! r • BC LL 0.0 PSF HC-ENG KD/WHK d LLIRA AIpI • dIVI,Ion or I1r 1" "iny Coyon, , Group Inc. h,,, ,w •,pan, I bI r •ny to I tlon rr•• dr olnR. ,nr r.II"r, to balld th. t „ In cunrar.,nc..Ith ARSI,TPI 1.' ray h„MIIrp. .himin. yI^-/ 1 u „ •• • TOT. LD . 37.0 PSF SEQN - 739426 AN IrW COMPANY c""' In.c,Il.cl on a br,c ro or I Rh v,l. drwlh .r oor.r r•v I I.tlro cnl..r••Iro. I„dl..t•• •ew e,•• •r p.r...Iorul .rol,..rlro/1., N«,+' r.. Po•,.un Icy rr.Iy ror w ...Ip •ISL. Tlr .a1wu Icy •^• ,r •r uI..r Irq ror ,ro •crtce"r• I• 5• o.z. DUR. FAC . 1 25 FROM RF 2400 Lake OwSe Dr. Swte 130 r..pu..IbIIIq •r cn. .ulldlro Orly r p.r ANSI /T I t lay cn•.. •. b I^ray..tl an •- I, ,ab ' R•^•r•I ro ' P,.• • '"" PACING 24 JREF- 1VZS408_Z09 Orlando, FL 32t37 FL COA0027t ar. ALPINE .... rolnalt..aa-. TPI:... pI^,t.orR: NTCA:.... r a-: Icc ---. ar. illiam H. Krick Lic. Number 701 6hS .0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - A03 ) 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 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. 139 mph wind, 23.10 ft mean hgt, AbUt /-1u, LLUwtU oiag, noc IocdLCU within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. 5X6 a 3X4 = 5X6 5-10-3 0- 4-0 3X4( A1) )^U = _"_- 3X4 (H I ) I a_q I a_q 11 0 0 I 8-0-0 I 11-0-0 J 30- 0-0 Over 2 Supports 'I I R= 1273 U=148 W=4" R= 1273 U=148 W=4" R L=139 /-139mulNlwrrrNrrrn Design Crit: FBC2014Res/TPI-2007(STD)P;gH/Q%Tv., PLT TYP. Wave dn L AN rrW COMPAW 2400 L.le Orulee Dr.. $ILIC 150 OtIdFL 32E37 nn. mom•• rI/ RI=VA, v if., ., WARNINGI•• READ AM FOLLOW ALL NOTES ON THIS DIOININGI INPMAIR•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINO THE INSTALLERS. Tru„•, r.,.,r.. .» .r ,n r..r,.rinD. ^ •IInR. .... I .c•.c »Iclm orrNCSlc (Nullclnp Coy.n.nc $f f.c. In ro...cl on. °Y T.1 .,W RCA)r r •,r•cY Prfccico prl MS , n calbq .ne ° Kln,. R•r•r Te .n •11 o• p•rror.,nR c •a• rv.cc ona In>c•11•rf >^.11 pr ovlo• c..por•, yC` ,nD M•^•CSI..vUn l•» rroc• a a [. lop clwr• .nfll ^.,,. Pr•p.rly . ef. l .^ ^1"Wf nc ry .... N.r.l,p .w 5 rIRIPc•1IIn0• Loc.cl•n> .1».n`!o p.f::MnC Ifur•IfroV r r d• , n,,..,, ,bov occ . r15. NT or ,0. » •ppl, : bp1Y Dl.cof c• •.cn .cn e r ra p•nlUon . np,» erf.r.l... ,wA`Z r 'L.na.r. Plor• y d-1 .. r_ 1p, ne. • Pro,•,on or rn Nw le,I C__1 > Gro p Inc. . .II ro .,pw.•,°lo r .ny a•v,.c,on r b.— c^• c ... In cenfor.•nc• d c^^ANSI/IPI l.ro ror N.,M11rq. Mlpplrq. nfc. l I.c.en . err nW or v.n.... A ... I .n "is Wrool y .r o.r.r MM I I.cl,q NI, Nrw1A. Iti ICK» .w.Wi,...f prWf».len.l In»rinp r.. pon.l°I l lcy »I•ly f.r u.. "'Ip •I,..n. TL. •ule..1116r ..a ,...r _.. dr IM r•r •ny V Cur• I• r•.» n.l°IIIcy •r cr.• NoIl M Dool", por ANSI R 1 , 5•e.I. r. l ..a c ..° F. or• 'nror»clop ^" J^° • R•^ P•W ' •"•" ALINE: s..•,p,no,c ..: TP,'w. cpin.c.orD; WTCA: v. Pc,nEu>try c _ ICC: orp T-• 0. 708 ' S i T O S/ 1 . t n `.........•• NG J +I% 1rl01Y/L /' I• Y—•r—NNN_I illiam 1-I. Krick Lic. Number 70 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD . 37.0 PSF REF R408 — — 19391 DATE 04/07/17 DRW HCUSR408 17097193 HC- ENG KD/WHK SEQN - 739241 OUR. FAC . 1.25 FROM RF 6FS PAC I NG 24 . 0" JREF- 1 VZS408_ VY/ V //LV 1 / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Gir. - AUJA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TIC IP 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 3X4(A1) 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to live load and 0.19" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 1) 2x6x8-10-9 x SP SS scab at right end. Attach scab to face of chord with: 0.128"x3", min, nails @ 8" C, plus additional nail clusters at: BRIG.: (5), heel: (7), 1st panel point: (3). 4X6 = 2X4 III 5X6 5X6 U I 11 0 0 I 8-0-0 I 8-7-8 _I 30-0-0 Over 2 Supports R=1210 U=148 W=4" RL=129/-135 mwmrwrnay`r Design Crit: FBC2014Res/TPI-2007(STD) GPM H; • 1 n r` QT) PLT TYP. Wave FT/RT=O% O% /0 0 15.AjihQ,R/ IWARNINGI" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI J IWlONTANT" FURNISH THIS DRAW I NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru>.n. roqul r. • cr..• e.r In r.brluUnp, M1.M Unp, .M1IPP:n o tp:II. m. •r«Irq. R•far co . 0l1 I.c•.t •alclon or SCSI (Wulleinp Co n.nc S.r•cy In r•.cl•n, by TPI .M RCA) r •. I•cr Pr>ccic RrlroDn. 0. 708 1 G WGSI. o P.rror.Inp c . nn.cu «.>. Inx.I Lr. >M1.n vro.Ieacwor.ry a «1•wra io D-N prowr aov cnor. .n.I IM1n..• vrov.rl.cucnw .v«wr.I .n M1 .q .« •occo. c n•I I n.. y . r 1plc .11I ..alo•ne> pr.. rl•..n. • nc Lbra•ro .Inc •r ...> bat na• or•cIro In>ad l..aa SCS a el. BT luroC.. APIYP..•¢.M1 r¢w m . ISOA` 2•r•cmrd ro.. no 4{ y T O a p. . Ialmy aM1• J•Inc •r R• r. r aoCw r •ny rrar r TrCrijtie• I.L>I«m. op . ror n mllro. .nl vvinp. r•„r• oounM.+. In ANsvrrl I.AlPoln..m 1 • ANrrWCOMPANY n. c.I Lu... • or.c„ , or v,,...•. SS 1 en cM1l• . rwlnp •r •ever pep. I I-Iro "I .rwlro• Inr1••t• •....c/,•• .r Wr.r.••1•n•I •roIn••rIro O E r•.p•Iblllq .•I•Ir r•r w Mlpn .M1.w.. TM .uleYll Icy .n• u•• •! NI• Ur I,q ror .q •eractw• I• L y,,,,,. 2400 Lake^'" Dr. SuiteI50r•.pon•1 UI Il y .r a Wol1•lro Dw17 .•r ANSI/ I T S•c.i. I For —r. Inror..clm >•. nl• Jo•'• p.n. r• .e > P. l.1 cn•.. wE ALPINE: ... •I pine, v. co.: TPI ... cRln.a.orp: WTc11: m.• u>cr r.ca: 1CCo •w.lccu r..orp Ilhaln II. Krick Lic. Number 5-10-3 0- 4-3 i 0- 4-0 R= 1140 U=128 W= 4" 1 FL/-/6/-/-/R/ TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 iASPACING 24.0" Scale=.25"/ Ft. REF R408-- 19392 DATE 04/ 07/17 DRW HCUSR408 17097179 HC-ENG KD/WHK SEQN- 739422 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. t IbUU/-/bll A tLtV. UP. IKAY -- ZUZZ blpper Li r. - AU4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load.' Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. 2X4 III 5X6 = 4-1(-3 0-4-0 3X4(A1) _ Jnw BE 5xts aAy 3X4(A1) 1" 4 - I 9-0-0 I_ 12-0-0 _L 9-0- 0LEE ,J 30-0-0 Over 2 Supports R=1215 U=287 W=4" R=1215 U=287 W=4" RL=119/-119 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 J'' R r` QTY:1 /F L/-/6/-/-/R/- Scale=.25"/Ft. WARNINGI•• READ AIM FOLLOW ALL NOTES ON THIS ORAWINGI : = y TIC LL 20.0 PSF REF R408-- 19393INIORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 2 T re„p. r•.e r.. ... .r..n f.br, .0 nq, n .Ibp. .n Pp oq. e c.l.ro I b r ro. R•f.r ap . .n • o. 708 1 - TC DL 7.0 PSF DATE 04/07/17t ..Itlon prrWCslc(Wull.lnq Ca..Hrn. c S.,.cr Infer..cl on, bY'.r.. RCA)rPl r ror ,. r.cY .ccprlc prl a ,L o'p.rfo•-Iro [ Ina[.Il.r, ,n.11 prpvl.. a..p.r.ry h .nq p•r WC51. Iln l.a, n aop onpr. M. I lnn.v.fprop• rl nee.eh.. ,1%=r,[ ,I,--,q .n. boca or. .h... h.— • prpp•r•y `n -' • i IIn' 1 11,1d .Innq Lee.alon, f.r p.r..n.n.. .. .r.l r., .Inc er .• _ . n... br.el,p I .... t5 BC DL 10.0 PSF DRW HCUSR408 17097182 I LI h, • n, .l. !T cr .,D. .,'.Ppllc.cln. ApP r pl.ac. a. a•cn. l IGOA- Z ar r — 1 w.Ican ., . eov. 4 S T O ' Lfan. Jol nt D.t.l.,, v.l .., ,wc•. ocn•r.l,. R.I.r co .r.•I,pf 1foA-2 ror ,C.rN.rd p..t• pp,lclon,. • • Q A pi n.. ..ro.,.on pf In Wu.....q tp.... , Gropp Inc. . '.' i... ... .ny BC LL 0.0 PSF HC-ENG KD/WHK rslnq, .ny h11ur. c. hen. an. cru., In c..... n pr..r.e. •IeM1 =1/TPI I.'. fer —.I.q. ,LIpp L.q, AN ITW C1oMiMNY °n.e..alon . brK, pr are,.•. •...., ••'G TOT. LD. 37.0 PSF SEQN- 739245 1 on UI. •r.rp •r eor•r p•M I I.elnq V.I. •r••InR. IRA 1•.w .ee•e.p• of r•f........1 .ro ln..rlro r•.ppn.l•I I IC7 ..I.IY rpr w—Ip..1.o•r., Th. .el W..Itr .,.. e...r M. OU.., r., .11 •CrueCer. .. rAslOf A1. EN, DUR . FAC . 1 25 FROM RF 240D Lake Owge Dr.. Suite INI r..•d..l•... ar •r cJ.• WeI Id.nq D.. 1,—, p.r ARSI/T I r S.c,2. rrgRr Od.4o,FL 32837 F.r ter. Inrpr..alon bI, J.b', q.n.r. pro.. 1h... ..b lu n-rOAN0272 ALPINE. ....•Ip.noia-•= TPI s.-pin,a.erq, WTCAA. ..m1--y CC: ••.• =...f..prq illiam 1-1. Krick Lie. Number 70 6FSPAC I NG 24 .0" JREF- 1VZS408_Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. lover -ram -- err= - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 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 10] W4X8 S 1.25 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 2) 2x6x8-3-14 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: 2)• 4X6 = 2X4 III 5X6 we In rtv L I J = r_^ r III 3X4(A1) - 6X6 I a -_q I 9-0-0 I 12-0-0 _I_ 6-7-8 _1 j< 30-0-0 Over 2 Supports R=1210 U=286 W=4" RL=109/-115 4-1(-3 0-4-3 i 0-4-0 R=1140 U=256 W=4" n Crit: FBC2014Res/TPI9 ( ) P H. Design -2007 STD Y PLT TYP. Wave FT/RT=O% O% /0 0 15 3'.' /t NTY:1 FL/-/6/-/-/R/- Scale=.25"/Ft. WARNINGI'• IQAD AND FOLLOW ALL NOTES ON THIS DRANINGI rp 1!'OIITAIIT•• FUANISN THIS DMWINO TO ALL COMMOT0115 INCLUDING THE INSTALLERS. S Tru,.•. roa.lr.. ... .r. In r..rl<aln^, n ,I I,. ,n,ppinD. n ca I1, .ro :..r.r c. .11 Ltoc wlclm orrWCSlc(pul Itllnp Cogon. SJ. Y Inforocl.n. DY'TPI r.o =A)rr r.tY pr ¢Clc prloUn Si o. 708 e• S TC LL 20.0 PSF TIC DL 7.0 PSF REF R408-- 19394 DATE 04/07/17 a AN IrW COMPANY 2400 Lie OwSe Dr. Suitt 150 to p•rforana the.. rurocl•n.. Imul l.r, an.11 prw lG. c..yor.. ..... np p.r 3CSI b.• roc.a o 1 . oo 1horY .h.1I he.. prop.rlyntc.cM1M aructura .M1 anbq .ro l»tto. _ ...M1.11 M1.... Properly . r Ip1U c.l llnp Loc.tlon, • M1r p.r..n.nt I•t•r r., •Int of nos n.11 n•.. or.clnp In.t.11.E" WOS W]. WT .r N10. ., .ppll=.bl.. AppIY PI .c., co ..cM1 r.<o or crux ,rW po.lclon .. •no.n the J.1nt O.tal, v 1... rotor •tn' .1... N.r.r tp pr. 1I :.I60AAc2olor•'t=.r. Plot. poa lpn`. rrAl • plvl.loo .r in Nullpinp Capon.n . Croup Inc. h r.,pon•1... ... .nY a on dn". tlny A Cr.c „q oruildcru.....c v In con ror..nc. .Icn ANSI/IPI 1. . for n Mllrq. —WI- llpn "1• .r..lnp .r e.v.r p.p. Il.tlrp "I, swing• IIMIe.t......pt of pr.f...I.n.1 Iles1.5 r.•ppn•Ull lty »l.ly for w ...Ipn .n..n. TH. • 1l 1llq. Ah,I p•..f thIS d bq f.r .Pr 6 p 1• r..pon.INIIICY .r u.. Wu.I M 0-1,, r p.r ANSI/T I 1 5-2. T O •; Q w . •,.... 0 1r.• A •' S/pNqL ENS, N44"Wl .t BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DRW Hcusaaoe nos7iss HC-ENG KD/WHK SEQN- 739419 DUR . FAC. 1 25 FROM RF I NG 24. 0 " J RE F - 1 VZ 408_Z09q{udp. FL J 37 For .or. loror..clon tole Joe'. q.m r•1 ro • pp. • tn... wp .Ic.•: cry.=o.: FL COA ND278 ALPINE .....1yln.lc..cro. TPI .tPln.t.erp; NTOA .... , u IOO .orp illialn li. Krick Lic. Number 70 6 HSPAC U4/U //LU 1 / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IOVV/-/J11 ft CLCr. Vr. -- vINNcI - v / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: T3 2x4 SP #2 Dense: Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC A 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 3X10(A5R) z Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 10.77 TC- From 56 plf at 10.77 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 10.77 BC- From 20 plf at 10.77 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 TC- 169.13 lb Conc. Load at 9.09 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 lb Conc. Load at 9.09 BC- 1250.16 lb Conc. Load at 10.77 Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 141 W3X4 S 1.25 6X6 = 2X4 III 3X4[141 = 5X6 = 4X6(A1) I "4 - 1"4- I 7-0-0 I 16-0-0 I 7-0-0 _I 30-0-0 Over 2 Supports R=2658 U=654 W=4" R=1871 U=460 W=4" Design Crit: FBC2014Res/TPI-2007(STD) P`H. M. ,• PLT TYP. Wave FT/RT=O% O% /0 0 15 * TY:1 FL/-/6/-/-/R/- Scale=.25"/Ft. WARNINGI •• READ AND FOLLOW ALL NOTES ON THIS W"INGI I NPORTANT•• FUANISH THIS DURING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr",.a, r.aalr. " t .r. In r.brlaal.. n m1lna, .nlppina, n t.111 q .nab .aL..pr r tp .n rp11 I .t••t .altlon olrNt51`(Rullal np Co,p•n t S.r.cY Infer,.[1 on. bY'Trl •ne RICA)rror r cr Pr.acic prlY 0. 708 1 S TC LL 20. 0 PSF TC DL 7.0 PSF REF R408-- 19395 DATE 04/07/17 AN ITW COMPANY 2400 Like Ortnge Dr, Suite 150 OrIado.FL 32837 FL COA NO 27U pcnorr •n: cn., r,-,cu on,. `nac 1 l•`f •n.l l Prb Ia„ 6_'.r'y b Ina p.r NCSIry 1A.I•„ c o top a 11 n. . prop.rly .t .cn • uct r.l • • Ina a cta cMr1 •n.rl ."- • prop.rly r lala a.111 . Loca l.n, ,np.., rar P.r..n.nt"Lt.r.1';.,tr.lnt .11 n... br.c lrp In,t.I I.a" S occ o . p, NT or N10, .• •PPII.. bfu. Applanllr, ,c• r p•cn r.cp or Cnr .cr a.po.I tl o.. .• ano.I. .bov p M Joln[ D.ull•, R. M1r to sl^Pi11 w, wclbv ra pl . po•Itlon•. rtA.=.. • 01v1•Ion or ITR NVl lama Co.pon. a Grpup Inc. • ••po rI% r .ny a.vl.clm r r..lna. . y r.11ur. [o bulra to c •• In c` o n .ItnnANsl/rrl 1. `p ro n nall.q, •nlpP lrq. ` A nr-.- or tru,•., NI .n enI, .rm np ,r r R =.R. I II NI. RrwI ,eA. IN Ia.eM .m..eAr of pr.f"'Ic I W"V n 11 r•.p. l.l l lq rl.lr r r Y,IpI .14w1. TM ,uI WII ley .r NI. Orwl,q fK .,, ,Cruetur. 1• r.•pr.• IbII1cY •r u.. Wlla l.q D la r p.r AYSI rt I 1 S.e.2. Fpr .pr. Inrpr-•tip„ • nI. J.b . a•n•r• . P-' t -•. ,It":: ALPINE ..-...P. no lt..aa.: TPI: pina pra; Rrce .... 'tlY IGc:.... pra t S 1 O ' 1• t• k r'( I w •. • 1 •.. V qss/p Ati, b s" MuI illiam H. Krick Lic. Number 70 BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR408 17097180 HC-ERG KD/WHK SEQN- 739274 DUR . FAC . 1 25 FROM RF 6IS PACING 24 .0" JREF- 1VZS408 Z09 V'F/ V //GV I / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - A05A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 82 Dense •T3 2x6 SP SS: Bet chord 2x4 SP N2 Dense :B2 2x4 SP N1 Dense: Webs 2x4 SP 83 :W5 2x4 SP 82 Dense: Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 30.00 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 15.33 BC- From 10 plf at 15.33 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 TC- 236.98 lb Conc. Load at 7.04 TC- 169.13 lb Conc. Load at 9.09,11.09,13.09,15.00 TC- 187.64 lb Conc. Load at 16.91,18.91,20.91 TC- 499.19 lb Conc. Load at 22.96 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 lb Conc. Load at 9.09,11.09,13.09,15.00 BC- 102.65 lb Conc. Load at 16.91,18.91,20.91 BC- 358.09 lb Conc. Load at 22.96 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 101 W3X10 3.00 L 1.25 111 W3X4 2.50 R 1.25 2 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row • 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 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. Calculated horizontal deflection is 0.20" due to live load and 0.25" due to dead load. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 2) 2x6x6-11-9 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3 , min. nails • 8" OC, plus additional nail clusters at: BRG.. (4), heel: (7), list panel point: 4). 2X4 III 4X6 = 3X4 [ 11 ] 2X4 III 3X4 = 5X6 = 3-1(-3 0-4-3 L 20-4-0 4X4(A2) = 2X4 III 3X10[10J = 2X4 III 6X8 4Xt3 (IiI UK) U" I 7 0 0 I 16-0-0 I 4-7-8 _I 30-0-0 Over 2 Supports R=2660 U=634 W=4" R=2692 U=578 W=4" Design Cr i t : FBC2014Res/TPI -2007 (STD) \P, H. PLT TYP. Wave FT/RT=O% O% /0 0 15 .r - fir` TY:1 FL/-/6/-/-/R/- Scale=.25"/Ft. WARNINGI " REM AND FOLLOW ALL NOTES ON THIS DRANINGI TC LL 20.0 PSF REF R408 - - 19396 d AN IrW COMPANY ilipm,NT•• FUNK ISM THIS DRAWING TO ALL CONTUCTORS INCLUDING THE INSTALLERS. Tru•w• ro.ul r. a •.• •ro In r•brlc•clnp, M1•ndllnp, •nl ppl np, n c•Ill,p •,N b Klrq Ror.r to n CrellOY'Prl1•tot bit ion oIrSCSI`(Wulldlnp Co.p.n.nt S•l.ty Inforo[lon, TrlWICA)rr r uf.tY pr•ccl o p.rfor•1nD c . l,.,ecl on+. Imc...... ..... proad. c..gor•rY b .cup Wr SCSI. `Unlo+ -t.d •: goo < nord .M1.11 „: . p1-1.y . .I .M1..tnl p . both <n.rd .M1.II n . P.d %: r 1pld c.11lnp. Loc•cl on+ +M.nt lornp.r.•n.nc"1•t.r.l r•+ • or .e • I M1•v. br.clnp •; •dtSCS cc on• A7. ST .r W10. •+ .ppllc•b'e ApPlonPl'..• d o.onl r•cn or cor r . d p.n ltlm •+ • IM1. Jelnt Daa1.. un1... wt.d .CM1. a.. H.r.r to dr..Inoi1,D N.Z r a.na.rd pia. Peal ` ` A 1plm. • dl vl•lon or ITW Wul ldl.p Co•p.ne • Group Ina. • t bo ro+yon•Ibl• for -,y d r•,rb[ Inp, . nY r•Ilur• t build LM [ ... In c o nc .ItM1M1ANS.'TPI ,, • ror M1.ndl lrq. •nlpplrq,o" dlnnt• I I•clon A br•c„q .r tru++.•. y O ! DB , = ti STO@. w •' .• \ 7. 0 PSF TCDLDATEBC DL 10.0 PSF BC LL 0.0 PSF TOT . LD. 37.0 PSF 04 / 07 / 1 7 DRW HCUSR408 17097205 HC- ENG KD/WHK SEQN- 739416 2400 Lae Owg. Dr. Suite 150 Ofludo FL 32s37 FL COA M0278 I IN, "I• dr Inp •r •..•r P.W II•tln$ N1• dr-lnp. IMla.e• ••dWt.rl•• •f Pror•••I-1 ."Ir: ill. r..•. 1•I l lty ••I•Iy r.r - d.a pn Yam,. Th. .ul t•bl l lty ..• ... .r NI. •r-.M rK •N2 --t-. I• r.• P.n+lblllty .r V,. 9.11d. rq Dr IIII -r ANSi/T 1 T S.c.2. F. r .... ....r..tlm tnl• ,.b • p.n.r.l ro • p•p. •^" t ..' .It.. ALPINE .• Ipl n•It•.cv. TPI .... Ipin•t.orp, Y,CA' ....nbcl mu+cry cam: ICC n•lo. orp IO AL`` r!/!• r-_. 1 illiam H. Krick Lic. Number 70 DUR . FAC . 1.25 FROM RF 6IS PACING 24 . 0 " J RE F - 1 VZS408_Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - B01 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & 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. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 4X4 = 139 mph wind, 22.66 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. 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. M 2X4 (A1) _ 5Ad = f-A4li+ I ) _ giAkp L1-8-0>JIJ-4-Q1 10-4-0 8-6-0 9-7-0 I 9-7-0 19-2-0 Over 3 Supports R=531 U=124 W=4" R=344 U=42 W=4" R=91 PLF U=26 PLF W=8-6-0 RL=129/-128 Note: All Plates Are 2X4 Except As Shown. H• Design Crit: FBC2014Res/TPI-2007(STD) QTY:1FT/RT=O% O% /0 0 15 • ••ON—, FL/-/6/-/-/R/- PLT TYP. Wave WARNINGI •• READ Alm FOLLOM ALL MOTES OM THIS ORAMIMGI J •• TC LL 20.0 PSF IMrOMTAMr•• FURNISH THIS DRAW I NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru.w, r.qul re o ..• .r• In r. ....... n MIInR, >"IppinO, n t.11„q .M b Klrp. R.for to • roll I'lCSI`(Rul 1.1 nR Cu .% stray Inrorocl on, Cya rl .m r,CA)'r r wr6y pr.t[I > Pr1 r o. 708 1 A Unl TC DL 7.0 PSF Ltut bltlm e p•r r•r.InR t •>. (,.,ec1•na. In>ta l.r, ,n I pr 10. c•.p.r.ry C 19 p.r MCS1. prep•rl'". w ,tract ... . "1„y ,n• bo ° "•11 " . IreP.rly . P.roontul,1°,d s BC DL 10.0 PSF c•1IlnR. Loc.0 •n+ l•n .cI„R In,bll•.` 81 TS1r.1... R.r•r to wl^R.116Oo- Z r :t.n..r. PLt. p:aev[ °nr r @eTorn0.. > .PPn e.o. . AVPlenri BC LL 0.0 PSFca:l.fr.cnrer aefw.Il.t.. AA . pt•..t" AI pIn•. • al vl.lon or ITY Ru11.1 nR Cap•n• > Gro,p Inc c ba rp,pon•I DI• ror •ny C In c o one •It""ANSI/IPI " MI1„R. .I•Ipplrp.° ' rslnp. my slur• t• bpllD t". t ua, •.•4 • l•,•.•G AN frW COMPANY n,c...... on A nr.c _ •r crn„e.. .• .. TOT. LD. 37.0 PSF 1 4• I la lnD N1. Or lnp. Iti lc.t•• •o.+K.N•• .T rr.f••.l•rul •ry l,wrlp _` r r w •..IRn .r,..n. TIr .ult•pnIty w .,...r "I. d, IM r r I. Ars/ `cN OUR. FAC. 1.25r..r..aelna wl•ly r••p•r,•IN111 cy .r w Ru... IM D—iW-r Mr ANSIfTPI , S•°.2. t 2J00 Like Ono. Or., Sw,e I50 , Fer Inrer..tlm , ,e• , R.n•r.1 P.R.. t ... ,It., PAC I NG y <a Orlando. FL illiam H. Krick Lie. Number 70 6hS 2 4. 0 Pi tp. Icc ..•.1«wre.erR FL COA NO 27t ALPINE. ..Ipl nol v.cp.: TPI ....tw na erD..Tu: 27: 04/07/2017 Scale=.3125"/Ft. REF R408-- 19397 DATE 04/07/17 DRW HCUSR408 17097178 HC-ENG KD/WHK SEQN- 739278 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IOVV/— ' I H LL V -- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 139 mph wind, 22.66 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 2X4 (A1) =_ L114 (H l ) = 1 1-4-01 Lc1-8-0>J 1— 9-7-0 I 9-7-0I de _ I 19-2-0 Over 2 Supports R=803 U=189 W=4" R=827 U=198 W=4" RL=129/-128 Design Crit: FBC2014Res/TPI-2007(STD) H. /,-,r PLT TYP. Wave FT/RT=O% 0% /0 0 15 '•O[iT//° QTY:1 FL/-/6/-/-/R/- Scale=.3125"/Ft. WARNINGI" READ AND FouDM ALL MOTES a THIS ORAWIIIGI '' TIC LL 20.0 PSF REF R408-- 19398IMPORTANT•• FUMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r.lr. • ... .r• r.brltal h ndc.np. .nlppinv. L.c.nl br.cl p..`r•r t• tD 1 TIC DL 7.0 PSF DATE 04/07/17IcloporrWCSlc(Wul ldlnp Co•pon S.L y Infor..tl on, by TPI TCA) for r y Pr,c tol Pal r Q. rD8 z o p.r rbr.Inp t Inaull.r, ,h I prould. t oy br.clnp p.r OCSI. Unl„ r.b 111{{{iii coP chord .h.11 n... rProp.r'lyntt.cr.,d ,trot tor,` ,h .th l,q .rW bocc chord .h.11 h... . pr.p•rly i r 1pld ca llnp. Loc.tlon, , f.r P.r..nmt I. .r. ro .In of .• b,l hw. br.el np In, ...ldc S BC DL 10.0 PSF DRW HCUSR408 17097171 occl•n. ; MT or .I ., .PPIIc.bl.. APPIY Pl,cn,lcn .¢h r.cu ofot .r.d po,lUm ., .1.•w. . •• a th. /Plot Da.11,. ,L.. „•t.d ah.r.l... R.Lr t• ar..Idp, ,bGA`:cur a...d.ra PI.'. po.Itlon.:m" " t S T O : Q BC LL 0.0 PSF HC-ENG KD/WHK A 1plrp, . a vl,lon or ITr WulldI— Coy.n.n , GrPup Ine hal rq ..pv.,.... f .nY OwIKI•n r •. w dr..I,.p, .nylnn.,r. tb build ch. vua In conforunc. a[h ANSI/TPI l,`ar for h.nd.%. .nlpplr.p. ` t ••.L I '. `* TOT. LD. 37.0 PSF SEQN- 739259ANrrWCOMPANYn.ca Lunn A br. n br cr... 1 .n tN1..rr.lnp ,r p Wr W,M. ILtIr.W NI, drwlr.M, IMId•t•• mpt.rl.. .f p-?—.1-1 •l.Mln••rinD (t ••••• r•.W..IbI l Ity „Illy r.r w .•.10. Y.ow.. TI.. •ul c.bl l It> .rr p.. Ol Nl..r—lrq f.r .t>• .r. l . DUR . FAC . 1 25 FROM RF 2400 Like Omg, Dr.. SWte I50 r p.. lYlllt> •r u.. Mulltllnp D.,1 p.•r p•r AILSI rnI 1 S.c.t. 1 Odu,do.FL 32837 F.r ter. 1,r.r..tldn , I, jbb•. o•n•r 1 ,.b . 1,— . cn•....b -- FL COA00278 ALPINE: .....Ipin.l .... Tfl: w. [Plmc.orR. WTCCA: .... [ y.c... ICC: .w. illiam H. Krick Lic. Number 70 6SPAC I NG 24.0" JREF- 1VZS408_ZO9 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - BUJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 22.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 = IC1-4-0::J I 9-7-0 I 9-7-0 I Le 19-2-0 Over 2 Supports j R=809 U=193 W=4" R=721 U=160 RL=108/-114 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 Tnnmturarwyr H 0 / "4QTY:3 FL/-/6/-/-/R/- WARNINGI•' READ AFOLLO11 ALL NOTES ON THIS DRAWING IDTC LL 20.0 PSF IWONTANT•' FURNISN THIS DRAW NO TO ALL CONTIUCTORS INCLUDING THE INSTALLERS. Tru>. a, roqulra . t .ro .ro In r.pr lcaln., M1 Mlrrq, ,nl ppinp, In c.11 lrq .M Rp rpr t. • roll I. wa wlclon orrRCSI`Pul l.lrq Cc on.nc Stray InrOrY[1 m. Dy'Tpl — fTCA)r ..ray pr.ccl . Pr r"Unla, y o. (08 1 S TC DL 7 .0 PSF o P.r rpr.lnR c In>C.II.r, ,n I Pro"lo. trp.r.ry . ,nR T' RCS1. not.o o pp ° . M1.I °•r^r°a11y ""°';' ' rlRloncallnp.IM1Loc.0 (:r"p".r"'cnl"y.iM bo ""d I'n clrp I . Lo` •5 pp11e.. fv: Apply P1[o. co :.cM1 r.cnro'r'[r'u., .e p:a n. : 1nt Daal.. nptW —1.9. ,.DA`:for a.M.rU pl '. ppa cal .`; Alp S T O • — @ BC DL BC LL 10. 0 PSF 0. 0 PSF IIL11 1,1 AN Ill COMMNY 2400 Lice DnnBe Di., Scale I Orlando. FL 32817 FL COA 0027: r. • CI"I.I.., or IT` •ul 1pinR Coyp.rn . Group Inc. ,n.11 rw r.,pon,l.lp r rr r_ l Q. .ny r-7. to bu11G cM1. c u„ In confor..nc. .1 cM1 ANSI/TPI ,. pr for M1 rM 11rq'"M1lppinR. lon. c.11.c a .r.clrp A ... 1 t)ll..rtnO .r =r Np. I1. 1nR CHI..rwlnO. I Ylpa...py.e.,n..f Rr.f...1.M1 .nOlnNrlp r.. pwr.1.111 Cy Kl.ly f.r w r.l o.P.P. TM .ul WII Ity .I,a p.. .f NI. —In, f.r .ry .CrucCur. 1. r.. pvr. I.Illq :*I" calla lry 0.,Ip r p.r AN51/T I 1 S.c.z. r. r ter. Inr —I— , M1I, J..'. R.n.ra ro , p•R• • t ... .It..: ALPINE: . w .Ip.n.I u.a TPI: spin, c.o g. WCA:... "cry ICc: .... .... II 4... 1 •'r\ S/ t illiam 11. Krick Lic. Number 70 TOT. LD. 37.0 PSF DUR. FAC. 1.25 61S PACING 24. 0" Scale=.375"/ Ft. REF R408-- 19399 DATE 04/ 07/17 DRW HCUSR408 17097176 HC-ENG KD/WHK SEQN- 739263 FROM RF JREF- 1VZS408_ ZO9 04/07/ 2U 17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. k-IbUU/-/011 A CLCV. Ur. I— -- sal NF.c, - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. A~ kM I ) = 2X4 III 2X4 III 2X4 III 2X4(Al ) L--,-- 1-8-0--j LI- 1-8-0--:;-J I 5-4-0 I 5-4-0 _1 10-8-0 Over Continuous Support D. R=94 PLF U=22 PLF W=10-8-0 RL=8/-8 PLF Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 0 15 r1ARNINGI - READ AND FOLLON ALL NOTES ON THIS DRANINGI 1ldITANT'• fUANI SN TNIS OMNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T....o. rpulra a t •ro ... In r.prlc.tl ny, M1.n011rq, .M1lppinD, In c.l llrp .na b •clop. Rof•r c cM1• l c .EIUon orrNCSlc(w,IEI,q CcRob• c S.r•cy Inroruclon. DY TPI .nb RCA)rf r • •cY Pr.c c• I o p•rf •Irp c I In• .I Proa t—r. b a• tU.c n.• .. Ianuarf a • Icop p nn.• r s bM1 t 1 l-..l p. N ou•nnPkrya;. l. I. p rl•. Inn mc ALoalDctN]. ET 310. •.Pleb.p•APPI`. .1. M1 r.[r tnA. R•.. o O.wIIKIA`2MPll^cl llI M1 •orr IA• lW CpR.r ny f laI rylnR oYr•Ir..ItnaAnN[51a/ TPI r .Mllrq, •nl pp lnR. nylsEru AN rrW COMPANY In.on. A br.cl, , or cr,...... AI on tnl• ar=lre • r to r pp• Il•LInO "l• •rwlnD, IMI••L•• • • of r•f•••1•lul wVIln rli r••pv Iblll cy —I•., I.r tl ••Ip V . TMIIty aw or CNL .r—loft r r •crt cur• I. r•yan•IbI I Ity ar t— EuIIJIrq D—Ip r "r ANSI/TPI 1 S•c.E. 240O LLLc QIl11`T Dr., SUIIC 150 Ortudo.FL 7?617 For . ar. mrar..clon . col. Jab . b...r.I ,.a .w• th.....b .It.. FL CDA 0027b ALPINE .....1p, nalc..co•. TPI: •••.cPln.c.orR. RCA: •... cry.— ICC' ..•. orp H 08 1 Al .t MI Crick Lic. Number 0- 4- 0 1 FL/-/ 6/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 6ISPACING 24.0" 3-0- 3 Scale=.5"/ Ft. REF R408-- 19400 DATE 04/ 07/17 D RW HCUSR408 17097210 HC- ENG KD/WHK SEQN- 739255 FROM RF JREF- 1VZS408_ZO9 U4/U // LU I / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - CO2 ) 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 = 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. J 1-8-0-->j L--- 1-8-0 1 5-4-0 I 5-4-0 _1 10-8-0 Over 2 Supports j R=504 U=116 W=4" R=504 U=116 W=4" RL=-89 3-0-3 Design Crit: FBC2014Res/TPI-2007(STD) H Scale Wave FT/RT=O% O% /0 0 15 1 7•e ••D i1' rr' 0TY:1 FL/-/6/-/-/R/- 5"/Ft. PLT TYP. WARNING I•• REM AND FOLLON ALL NOTES ON THIS DRAWINGI TC LL 20.0 PSF REF R408 - - 19401 IldtTANT•• FURNISH THIS ORAWI NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T ru•.o. re ilr. a tro» c•r n f»rlc.[ n^C ^ M`,rp. .nlppinq• ^ L•III,q •^• ^r.c lrp. R.r.r L..n0 roll 7.08 1 •- TC DL 7.0 PSF DATE 04 /07 / 1 7 n. Lt»r cI» nr SCSI IS. . Capp^ 5:r. y Inror•.c1—, •y',PI wb TCA) rer .r.cy Pr'c:I .•PrI o. DRW HCUSR408 17097174 o p.r ror•Inp c . runcCl ana In•Pll.r. .nN l Proved. C..Per... a Inq p.r SCSI. Unto. n .a w ^•r •n•I^^-• pr•-r y • i1 •^• ^' •^° °^ •" ^ • °'"°"'y • r lgld c.11lnq. Loc.clona .Iw•nt (or^p.r .n cel.[.r.l'r.. r.l nc ofCw,e c ' n.v. br.elnp :na[.I. cc e7. ST MID. APPIY PI•c.o e.:no. y. O BC DL 10.0 PSF d FDO n. ;:inr D.LVI.' ol.. ... e.n r.L.. R.r.r . dr rd P1 noc::. w.d.rd Plcr• Pe.IN e.. roppl,c.bfu. cA1PIn I r ITW WYl ldl,q Coyon.n a Grow Inc. •n r Po 1 • r .ny a on y r'':u,. ; " Id :.: ` •' In c:nrer..nc. .Icn ANSI„PI I. re n:ndl.nl ppl,p. r n A ^44 eMr S T ' A(. •., : BC LL TOT. LD. 0.0 PSF 37.0 PSF HC-ENG KD/WHK SEQN- 739252 AN mw COMPANY on ^ I'M11 V11. u lnp •r P". II•ellq "I. dr»lnO. IMio•t• •00•Pe u• •r rr•f»•1•n•I •lp llwr ICY •r UI• tr»bq r•r w.r •crmc• I• DUR FAC 1.25 FROM RF Dr.. Suite 150 r••rw••IOI1Icr »I•ly r•r TM NIe•NII •• •1•• r.•pwwl•Illcy or — IIW 1 I,q 0»I wr r•r ARSI TI 1 5•e.]. r PAC I NG 24 . 0 " J REF - 1 VZS408_Z092400LdeOrEnge cn.•.... I FL,3±s;1 For nrer»tlon nl, J» q.n.r.l "n ' P•q. " "• Odindo. ALPINE: TPI ....cPl^•L erq. RCA: ICC: s•. orq illiam H. Krick Lic. Number 70 6FS 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IbVU/—/0I1 A tLrV. Ur. IIVAT -- -PP — Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6-4-0 Over 3 Supports 31. R=326 U=22 W=3" RL=65 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 WARNINGI'• READ IUD FOLLON All. NOTES ON THIS DRAWING[ Ir'OWTA1fr•' FURNISM THIS ONATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru.... ropul rP • ..• .r. In r•Orlc.clnR, n•Mllno, .nl wlnq, In c.11 lrq .M a .c l,q R.far to • !ol I.co•t .dltlon IrTGSIc(Tulldl no Capon L S.l.ty Infor..tl on. nY TPI •M TICAI r ..r.cY pr.ccl • PrrolA,l.aaPp.rfor•InR t o•. runct,ena In.c•Il.r. M.II Prw ld. t.or.ry o InR p.r IICSI. rrc.d l"n.r. oP.rincc.cnod •[r ucc rot •n. cnlnO .nd I—— rord .n.11 nw. • prop•rIy • rl o Mrd .n.l Pr rl Rl. c.I..- LO Ion. ror p.rwn.n["1. [.r.l•r •Inc o .w or.c lnp In.[.Il.d[ 7 CIp,dnw.ILIPn ...no.n . o.dn ncnrdr t rctlon. u, eT pr efo...ppllo.er„ Apptunrlr. • InI D.c•11 .. unl. [•d Ror.r co wlrp. 1GOA `Z .c•M •rd plo • p•lav clrotMI.' Inc. 11 rup.n•Io1. f •ny d on rrAIPIro, . Olvluon or ITT RulldlnR Cp•wrnt, Grog . ro drwl,p, .nY fa lur. to build LM c .. In .... .I[n ANSI/111 1, a rar n ,gllno. AN frW CO MPANV n•c.n aim • er.c Ly .r crp..•.. 1 NI• Irwlly. INlo.t.• .m•Rtwo• .f Pr•Tw•I w.l •n011wrl r..Pl•. mnla r.r w blpl .L..... TIr .uI4.Tn Ier w .r [r I• .rwl,q r•r .q •v.eur. I• t Ir..porp lNlllty •r w ip O••I vr wr ANSI rtPI 1 S.c.2. Tulld l 2400 LFLC Oringe Dr, SWIe IN1 b Oflmdo. FL 32937 For .pr. Inror..tl on • n1• fob . R.n.r.l ro . p•Ro .nd tF .. .It—' CC: FL COA OD 279 ALPINE ..Ip, m lc..ew: TPI .cpin•t. orR, tTTCA:... .oel &xIILry.ew, 12-7-15 R=156 U=47 2-11 11 10-0-0 R=100 U=0 f1I111UffflNpf pp` H. 1 7•e ' QTY:5 FL/-/6/-/-/R/- f TC LL 20.0 PSF 0.708 1 TIC DL 7.0 PSF BC DL 10.0 PSF 8 T O •; W@ BC LL 0.0 PSF 1, • ,..• Gt TOT. LD. 37.0 PSF S ONAL Nt DUR.FAC. 1.25 IN,,,,Nptoo i0' illialn 11. Krick Lic. Number 70 61S PACING 24.0" Scale=. 5"/Ft. REF R408-- 19402 DATE 04/07/17 D RW HCUSR408 17097175 HC- ENG KD/WHK SEQN- 771629 FROM RF JREF- 1VZS408_ZO9 U4/ U //ZV I / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16UU7—/S11 A tLtV. Ur. mmy -- tact -,pp-- Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever 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. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 III 6-4-0 Over 3 Supports BN R=326 U=23 W=3" RL=65 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 WARNINGI a READ AND FOLLON ALL NOTES ON THIS DRAWINGI INPORTAWT" FURN ISM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru•••• r•pul r• o ro•o c•r In r•brlc•clrp, n "1" "0, •"'PPl nD. In•C.111,q •na b •<I,q. RPfor to by T I WICA)r r ••r•CY Pr•cclroUnlu> 1.1 tn• I•c••t Nltlon of 6C51 (NYIIEI nO Cayon c S•!•cY Infor••tl on. •na o p•rlor•1n0 t . v,cclon> Inaull•r> M.II Prw la• twpor•ry b Iny p•r ECSI mt•a o top aMr° •n•Ilnn•vfprop•rin cc•cnN •trot cur•( •M•tnl,q •,M boc ta•ccnor° •n•II bw• > properly n.11 nw• br •c lnp In•t.1:NrlDla •IllnR. Lac•al on• • far p•rwn•nt 1•c•r•1 r.> r•Int or •u`+ N10. .> •ppllc•bla. APp1Y pl•u• Ca ••en •co o ru>• ...a po>l[lon .• .n•.n tn. Jaln[ D•cvll•. m b•• roua ocMr l.. r•r co arslnD+. 0r •c.nC.re °lore P••Icl m•. Ibno t2 on Al Plno. IT'R RullalnO Ca.ponanc> croup Ina. •n ra•pon•I bla f my °w1•clcN. slnD, mY rd luru to butte tM t u>• In onforwm• dln ANSI/TPI 1, . Ior n.,Wllrq. •nlpp l,q. Sl AN frW CORAWNY n>c•n•u • br—.- or cra — 1 M NI• drw1,lW •r o•vr Il•W I I•elllW -1. Wrw 1lp, IM leer•• we•Wc/l•• •f Pr•Tw•laul •rIWIrAt•rl1• rwpvl•Ibllltr wl•Ir I•r ci.• O••1 •Ilo•n. TM •u1CY 11 Itr •^ a•• or N1• RrwlnD ror wp •Vtccur• rwpu IRlllcr •r ct.. Wull•Irq DrIAr wr ANSI rnI 1 5•c.r. 240D Lake OwSe Dr. Swie 150 cn••. ••b •1 C••' Odor .FL 32837 For or• Infor.•tlm tole Joe • p•n•r•I ro • P•R• • Y•ca. ICC: w•. FL COA 00278 ALPINE: _dalpinalt. c • TPI :w• cPln•c 19: RCA: •.• .orp 12-7-15 R=98 U=23 2-11 11 10-0-0 R=105 U=12 IS mmwh)npr QTY:2 FL/-/6/-/-/R/- TC LL 20.0 PSF 0.708 1 TIC DL 7.0 PSF r BC DL 10.0 PSF S T O ; Q BC LL 0.0 PSF 7PSF 4,,,, o i v A ,,,,,•t DUR. FAC. 1.25 1 illiam H. Krick Lic. Number 70 61S PACING 24.0" Scale=. 5"/Ft. REF R408-- 19403 DATE 04/07/17 DRW HCUSR408 17097181 HC- ENG KD/WHK SEQN- 771632 FROM RF JREF- 1VZS408_ZO9 U4/ U //LU 1 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. I, -IODU/—/011 A CLrV. Ur. Ir T -- 4— 'PHWI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2-4 10 R= 10U=8- 0-0 L-r1-2-0-j 8-0 Over 2 Su or R=203 U=3 W=8" RL=42/-40 111mtwr(r,,,,, yry4` Design Crit: FBC2014Res/TPI-2007(STD) M H. PLT TYP. Wave FT/RT=O% O% /0 0 15 1,. 4-1 '4 QTY:6 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AND FOLLON ALL NOTES ON THIS DRANINGIINCLUDINGTHE INSTALLERS. TIC LL 20.0 PSF REF R408-- 19404 IIPONTART•• FUIINISN THIS DRAWING TO ALL CONTRACTORS DATE 04/07/17Sr.cy Inror..cl eyTPI r.° NICA)r ror cy pr.c c• pr 708 1 TC DL 7.0 PSF Iclon ofreC51`(Nu11°1 na Cow+oll. on, e•p.rl •.Iny c ... runeu ona Inaca I.r..M1 I prnvl°. r. ry " .elnD p.r eC51. Un b.. n.cw o r°p•r'p,• Kn•° .Lr t r• • • "'"° awgo•"° o- `"°r_° '"•" " • pr"°"'y • :cam' Inaca I.° o. i BC DL 10.0 PSF DRW HcusRaoa 17097183rIDI°"c.11lnD11 Loc.cl on• • r p.r..n.n[ul r.l•r •1 nc o Inp n"p.a clm •• a.o.n .tcvppllc." f.. Apply pl [•• of 1 r.coror°tror1M1. pan D.L.IL. . L.. .tw .cM1.r.L.. R.r.r L. ..InD. 1wAa aw°.r° pl.'. p.aLlon,. T 0 • Q. BC LL 0.0 PSF HC-ENG KD/WHKd 1 0 AN IrW COMLMNY Almon... r IT. Rull°Lp Cuyon. + GI.- Inc. .h.11 ,a .1pon11.1. r .ny °ovl.cl.n r rGr..Iny. .nY'r.11ur. c • c u.. In cmfor..n<. .Icl' ANSIIIPI 1.ro for M1 null.q. n.t.I I.tlon . pr.,na"«,;:.. yTOT. L. •..... I........ LD . 37.0 PSF SEQN- 739287 wl .n NI. r..lp .r ..y.r •. Il.c lrq NI. rw lip, IM 1°.t...ts.•c.11.. N •r.f...l wl.l .rlD ln..rl r..•wl.l.l Yawl. Tlw .u1c.N1I Icy wl. ,,...r till. .r—lny r.r w•r .VVCcur. I. S 2. G. aS/pNAL EN DUR . FAC . 1.25 FROM RF 2400 LrLe Ormge Dr.. Sidle l50 rwH•wwl.11lcyl,q ARSI/T•I 1 600 6F5 PACING 24 . 0" JREF- 1 VZS408_ZO9Orludo. FL 32837 F., or. Inrpr..Ll on • I. 3."•. D...r.I . • p..• • °^••• -•° mon.L.orR. ICC:'I .ro illiam H. Krick Lic. Number 70 FLCOANO278 ALPINE' .....I.'nac. t r I: r]C.: "' y.t.-: . 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 15007-7511 A LLLV. UP. IKAY -- zuzz blpper L.Ir. - rot Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP 81 Dense Bet chord 2x6 SP SS Webs 2x4 SP N3 W2, W4, W14, W16, W10 2x4 SP 82 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac-1.00) TC- From 185 plf at 0.00 to 185 plf at 11.06 TC- From 50 plf at 11.06 to 50 plf at 19.94 BC- From 5 plf at 0.00 to 5 plf at 19.94 TC- 201.00 lb Conc. Load at 1.02 TC- 222.00 lb Conc. Load at 3.05 TC- 288.00 lb Conc. Load at 5.00 TC- 360.00 lb Conc. Load at 7.14, 9.05 TC- 1372.00 lb Conc. Load at 10.88 BC- 76.26 lb Conc. Load at 0.00, 2.00. 4.00, 6.00 8.00,10.00 BC- 902.33 lb Conc. Load at 10.92 BC- 144.45 lb Conc. Load at 12.92,14.92,16.92,18.92 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. WARNINGI THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 3 COMPLETE TRUSSES REQUIRED' Nall Schedule:0.128"x3 min, nails Top Chord: 1 Row • 4.50" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row • 4" o.c. Repeat nailing as each layer Is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 20 gage metal shim required between chord ends to distribute axial forces at joint. See DRWG RIGINSRT1014 for more Information. 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=3.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT. BITE 1] W4X6 2.75 L 1.25 4 W3X6 1.75 R 1.25 51 W4X4 2.50 R 1.25 61 W4X4 1.50 R 1.25 71 W3X4 2.75 R 1.25 81 W3X4 1.25 R 1.25 171 W3X4 2.25 R 1.25 181 W3X4 1.75 R 1.25 191 W3X4 2.75 R 1.25 201 W3X4 1.25 R 1.25 211 W4X4 2.50 R 1.25 221 W4X4 1.50 R 1.25 231 W4X4 2.75 R 1.25 5X6 ( * * *) [24j= W4X4 1 .25 R 1.25 4X6[1] = 4X4[5] = 3X4[7] = 3X4 = 2X4 III 3X4[18] = 3X4[20] e 4X4[22] = 4X4[24] 1-4 0 4 3X6[4] - 4X4[6] = 3X4[8] = H0912 - 3X4[17] = 3X4[19] = 4X4[21] = 4X4[23] 3X4 III 2X4 III 19-11-4 Over 2 Supports J R=4140 U=108 W=7.25" R=3190 U=82 W=6" 1-4 0 10-0-0 Design Crit: FBC2014Res/TP1-2OO7(STD) ' H. """*v PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15 IR, ''t QTY:1 FL/-/6/-/-/R/- Scale=.375"/Ft. WARNINGI" RM AM FOLLOE ALL NOTES ON THIS DRANINGI ILIF '•,• IIRa, TC LL 40.0 PSF REF R408-- 19405 IONTANT" FURNISH THIS DRAWING TO ALL CONTIUCTORS INCLUOING THE INSTALLERS. f Y r2. lr• • ... .r 1"...... n.mll q. .nlppl y. In t.I Il q . b rinR. R.r r t. D TC DL 10.0 PSF DATE 04/07/17 IclanorrRCSlc (ul l.Irp Co.pon 5 r Inror-•cl•n. Dr tPl •M ncA)rror .ray Pr •ccl . P 7 o p-rM nR c In, .I l.r. •n Pro cwQpr.ry b my per 6C51 UnI• roc•. p Q. 08 .{ op - 1d :n.I h-`ploV:lly .. K:ed r:I .na cblr - o 1-d . . -P•rlr . BC DL 5.0 PSF DRW HcusRaoa no971s7 rlyt.to II.'.I L--I- , r p.r-.n•nc I.bre l... .Inc prt.o . 1 n •cloy 1-- I.. I O occlon. e7, n er no. ., .ppllc.n' Apply pl.u. co .•m•r•c, r v ' .na P•luon .. ,no.n . ...e d III rC n. . Int G,t.I I,. 1.•, opt.. •tn. a... R.I., to .r•.1,. I.GACZev.r . t.I. p1of. p.. I-1- Ina c.°` 3 T O • Q BC LL 0.0 PSF HC-ENG KD/WHK tAlpine. • .wlN on or I; RW IOI,p Cp•ponn , Group Inc. •lr ro.pon•lbl. r mY I, • L. _ a lrry, my rd lur. c bull. tM C m, confor-.,rce .Ito ANS"'P. 1, o ror n Mllny, ,nlppiny, i `/ AN IIW COMFANY ° .c.I Isle^ A br. n .r tru•....+( . TOT. LD. 55.0 PSF SEQN- 739381 An- 1 on NI- .rsolr-,r l or -oP.R. I I-Irry NI, droolnp. Ir 1- .x.P-. or Pr.rso.I-1 wvinwrI •rp ', ••n,. re.puwlbI r I ltysolelyroryeeelp ,low The ,u1e.b1I Icy .rm -ee or "I' or-IM ror any CAS,/ • r ` DUR . FAC . 1.00 2400 Like Onnre Dr, Suite ISO re,perellbll Icy .r tn. wlldIM D•,lyep• nr r ANSI/TPII S-c.2. ti ON C\ . OrILlldo,FL 32837 Fpr r.Inrpr..tlan hi. J.b.•.... r.1 ,.yt• t-•b•Ic.. " N'" 11""A 24.0" JREF- 1VZS408 Z09 FL COA 9027S ALPINE. .. Ip.--.- TPI. .tpIn.t..,g. Ill vY a .... .Ic.r.. pry illiamII. Krick Lic. Number 70 ,PPACING - 04/07/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - FG2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 9.17 BC- From 10 plf at 0.00 to 10 plf at 9.17 BC- 888.04 lb Conic. Load at 1.42, 3.42, 5.42, 7.42 Truss must be installed as shown with top chord up. The TIC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 1-4-0 3X6[1] 2X4 III 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"xY , min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows ® 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 2.25 L 1.25 41 W3X6 1.50 R 1.50 71 W3X6 4.50 R 1.50 81 W3X6 2.25 R 1.25 2X4 III 3X6 [8] W2 W5 10-0-0 3X6[4] = 3X6[7] 2X4 III 2X4 III 9-2-0 Over 2 Supports Doi R=2345 W=4" R=2216 W=4" Design Crit: FBC2014Res/TPI-2007(STD) H PLT TYP. Wave FT/RT=O% O% /0 0 15 4.ptrR' r' QTY:1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINGI " READ AND FOLLON ALL MOTES ON THIS DRAWING IlDRTAWT'• FURNIeH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. lr '• _: TIC LL 40.0 PSF REF R408 - - 19406 DATE 04 /07 / 1 7Tru,... r.,.Ir• . »• .r In r.brlc.cl nR. ^ naII.•R. •blppl^R. ^ ,.I Irq .. . rino. R. r.r .., r^II LM l c .alclan o `Wc51` puI101nW Copo^. [ S:Pr Inr^rucl•n, by rIlIr.. WICA)r- o p.r or.Inp c Inca I.r, . I prorlG. c»p•r. ry b InR p•r .1IBCSIUnla„ mou . Epp c , .N.I n::.rurup..i. b .cr.•c . . cr.Irq . a. pre ..I I ^.... pr^p.rly . . r lylUnc:I llnp.I Loc,U on, . `re np•r..n.n6ui .[.I'r.. n.v. br,clnp Inca l•C c , e]. WT or e10. •• ,ppll.. bf', Apply ,.,c•. t •,cb r•cn pr tore CUW oa clon . • b• n:'.:^ D.cal.. L,, .. ,n a... R.r r Lp Ur•, I q. ,eG cz» . ploe. p:atlpn^.. Alpin.. i E S T O • @ TIC DL 10.0 PSF BC DL 5 .0 PSF BC LL 0.0 PSF DRW HCUSR408 17097189 HC-ENG KD/WHK a AN rrW COMFNVJY 2400 Lake OmSe Dr. Suite ISO Orlando. FL 32837 FL COA NO 278 avl,Ion or In WW Ia nR Cupu^• x Grow Inc. n.l I ... ..... r ,nY tlw uU on f InR. my filer. t uI1C C m, In confor»nu .I M1 ANSI /r 1 ,.` r n.,Wllrq. ,nlpplbD• u1 n.c.I I.cl en A nr.clnD or ` I .n NIA Wr•NIrIW .r .ur.r F.W. Il.tlnW NI. Wr»InO. 1-I.al..uu.K••.. or Rr.f».l.r..l . Vlrwrl r..p.. lbI 11 C> »NI> for w a»IWn .r.p.... TI» .u1e.NI l ICy ... e.. .f V.I. .r»Irq rut ..> .ermeur. 1. r•.pv., Iblllc> er en. calla lrq »r ANSI/Wl , Sol i. F.......•I.I^^ nl.,eb, D•n•r. , p.R• • -'b ALR NE: .ap—it. Tpl: cw n.c.erD; WTGl1 .... r Icc ....• .erR y / (` yI•/ ,r,*F p` C'\ S/ON L '.` , rr1 , Y~ PP Illiam 11. Krick Lic. Number 70 TOT. LD. 55.0 PSF SEQN- 739326 DUR . FAC . 1 . 00 FROM RF 6IS PACING 24.0" JREF- 1VZS408_Z09 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. — F01 ) 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 Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. 3X4 = 1X3(R) 0-8-0 T 1X3(R) 3X4 o e R=87 PLF W=24-1-12 W=3X4 See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing Is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 1X3(R) 3X4 = r'T —2X4 III I 24-3-4 Over Continuous Support I Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 PLT TYP. Wave WARNINGI" WAD AND FOLLOW ALL NOTES ON THIS DRANINGI I NPORTANT•• FURNISH TM IS GNAWING TO ALL CONTMCTORS INCLUDING THE INSTALLERS. T ruaw. rpulr• a .b .r rWrlc.[I n0• n Mllnp. •nl ppl nD, n t.l I Irp .M • .e .q. Rer c s 11 MntS•fay Inlor•a len, •rW N1CA) Cr r .. r•t^ pr• t[ I reUnloa t •Gltl.n oIrNC51c (lullolnp o•pon• I.coc wco rer•InD c • r tlan,. In.t.11.r• • I Pr--c...per.ry a Inp p.r RCSI. r1 o p.r c•c •o ,cr uct r•1 •n..q • •11 n. r• • Prap•rlY • n•r. rop•rl "I top Cnere M. P for"p.r•s.nt"Lt•ra •tnl 1 1 h, l•n.w Orclnp Imbl l•e` leII rlpc•Illnp. Leta 1•n, •1 cn ror crm. •nos. . Yf cclon• u, eTorno. ., .pPn c.•1.. Applr pl.co c r.ce r.• pea uon ., cA. J.., 0.:: H, unls. n•C.a oth.rd ••• 1Fi0o`Z•r a. M.re Pler. P•.Ievs6l on r•r• surslnD. Alwne, . m"I,IPn .r rn ew lm no wPe^e ,crew Inc al n re.p...aele r .nr a Er slop. sy fa lur. t Dulla t u„ In c o dtn"ANsI/T I 1, or ror nsEllrq. .nlpp lrq."" AN rrW COMPANY I^.ca Ltlon a er.c^v or ........ wl an NI• • rI, •r e•r.r pp• I I•elnO NI• •r lnD, IIW Ie•t•• •Pd t+IP• N r•f•••Ivul .ro ln••rl 1• r•.••.r INI1ItyIq l•ly !K tl.. —'W Yssl. Ti- •u1fYlllty I.r •! UI• Crslnp ror sry •crw ur• rs..nslhlllcr .f v.. Null.lrp p..l r ••r ANSI rnI 1 5•e.t . 2400 Like Orul9e Dr.. Swte ISO Ito: ro cn•,. ..o Orimdo, FL 32837 F. . er. lnrer.ala. nl. Jee , y.n.r. . P.G• TPI orp. WCA .•Pcl newtry.c ICC ..fe.orp FL COA N0278 ALPINE: s..: .'Pln.t f• 0.708 1 S T O :Q- c.••'p•4i ONAL 6N IMt ..! illiam 1-1. Krick Lic. Number 70 04/07/2017 FL/-/ 6/-/-/R/- TIC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 19.1" i 1-4-0 1- 0-0 10- -0 _T Scale=. 3125"/Ft. REF R408-- 19407 DATE 04/07/17 DRW HCUSR408 17097190 HC- ENG KD/WHK SEQN- 739352 FROM RF JREF- 1VZS408_ ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - F02 ) Value Set: 13B (Effective 6/1/2013) Top chord 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: 0.59" DL: 0.33". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1X3(R) = 3X10 = O-B-o-0 7 1X3(R) 4X6 3X6 = 3X10[61 =_ "1=nva 1 ` = 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. Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X10 4.50 L 1.25 171 W3X10 4.50 R 1.25 3X4 = W=3X4 3X4 = 3X6 = S 1C I lJ L 1 1 J 3X10 1X3(R) 3X8 = 1-4-0 1-0-0 10- -O - IF 24-2-12 Over 2 Supports R=1052 W=5.5" R=1051 W=7.25" Note: All Plates Are 1X3 Except As Shown. TNN11114Iff144jff M %oDesignCrit: FBC2014Res/TPI-2007(STD) TY:9 FL/-/6/-/-/R/- Scale=.3125"/Ft. PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15 INARNINGI•• READ AND FOLLON ALL MOTES ON THIS DRAB INGI f s• TC LL 40.0 PSF REF R408-- 19408 1154WANT•• FURNISH THIS ONANINc TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 Tro,m rpulra a as .ra In rwrluclnp, h-1-D. .nlpp,nR, n uIIInD m^ br.clrq. R.ror to all 0.708 1 L TIC DL 10.0 PSF DATE 04/07/17 Lba w1Uan or NCSIc(Vo la nD •^•^c s. r•q Inroruclon. bY'TPIRcr Pr ¢Clc prl S C, nrr .Sul Inn. •rpr cl•a'. co an•a'.crucZIS',•ny.d `_4'r. r b .elnpa : r NCsI„ Un b.Pf nocw ,y ap ap.r r • I •^ c`a'• •n• ' •• • '°'r'r rIDIU ul I lnp. Loca lbm ,,.a.,, r•r p.run•n[ Lt.r.l'r• •1 n[ or ,bC' bl I nrv• br•clnp ;n>ul..p L25 Appl ^>cn r><n o u W P^•I clan .. ,.wn • T O ' p BC DL 5.0 PSF DRW HCUSR40E1 17097194 nr .,D. •.,pPllc.b'ccn. J:Inc O.cal•, unl. [w acb•r 1... R.f•r c alr,Di11A^oc2 or':c.np.r^ pia. pbaavmCiwr R S : Q`FP BC LL 0.0 PSF HC-ENG KD/WHK LJ J cnfbr.^ nCE' d Alplrw. • ^Ivl•Ion or ITV Nu,lpl nD Cayonanc> Gr•,q Inc n r••— ibl• ror .ny a • r L1 er..I nD. .ny r.Ilar. ,. buIIG Tn. L .„ In .n . .ILn ANSI„PI ,. a ra n MIIrp. ,nlpP^D. c( . \A\ TOT . LD . 5 5.0 PSF SEQN - 739304 AN frW COMPANY n>u u.0 an A br. _ or 1-- ol on ,U,I• prM:y or bo••r P.D. I IaIr,N u,l..r..IP.. IINII•.C.o .w.tVr,•• o' Pr•rwa wa .^D l,wrinDI• SS`O FROM RFr••pon.ml na wear ror w G•.Iw •no.n. TI,.....; • w or "I. •r I„N ror .rry .erme,.r. i1f AL • DUR . FAC 1.00 r.w.,,.lbl l lcr .r — NuI ICI. q Drlpwr Por ANSI/TPI , Sw.2. 1 *}" 2400 Lake Owge Dr. Suite 150 c .•b F.r ' Inrar.alm • cnI. "I" D•n.r.l ^^ • P•D• • '"" PACING 19.1 " JREF- 1VZS408_Z09 Or14Ido.FL 32637 wr. TPI: ....cPln.c.orp; NTCA: •v. r, =• : ICC: --- ..r...,9 illiam II. Krick Lic. Number 70 6P FL COA 60216 ALPINE. ..•..Ipin.lo.ca.: 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. L vvv.-.III -- Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X8 2.25 L 1.25 101 W3X8 4.25 L 1.25 131 W3X8 3.00 R 1.25 0- 0 7 2-10-8 16.875" 10-6-0 1X3(R) = 3X4 - 3X4 = 1X3(R) _ 3X4 = 3X8[9] 3X8[10] - 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. 7.375" 0-0 3X4 - W=3X4 = 3X4 = 3X8 - 1X3(R) 3X8[13] - O AU = 3X8 = Ir. 6-8-0 >.IF 17-6-12 24-2-12 Over 3 Supports J R=335 W=7.25" R=1524 W=7.25" R=901 W=5.5" 1-1110 1-0-0 10..0 Note: All Plates Are 1 X3 Except As Shown. H Design Cr i t : FBC2014Res/TP I -2007 (STD) \P`1`....•••.: PLT TYP. Wave FT/RT=O% O% /0 0 15. r• dVQTY:1 FL/-/6/-/-/R/- Scale=.3125"/Ft. d O AN rrW COMF^NY 24CO Lake OnLW Dr.. Style 150 WARN INGI•• REMAND FOLLON ALL NOTES ON THIS ORANINGI IMPORTANT•• FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr".•.. .. I ppl.G, ^ ca u,q .n.. K Lp, R. ror co ° oll L .. Iclon .r`MC51`(Rull.lnp Capon. c 5.l. cY Inrorucl on, by'TPI rW RCAI`r .cy pr.ccicprl o 1 or. lnV cn... rvpclona Imca Lr. M.11 pr•vl.. cwpor.rY ° Inv p.r MCS1. 'Unlo. r 1p"°'° '""' "'"' po"p'"no..'""""" '" `° l. uIIInG. L«.0 r.r P.r..n.nc I. p• ' .Inc ar w rv. Dr.clnp In•d l.. W OCS n. ,. Ia o.c.u.. , .....c.a .tn.r_L.. R.r.r ..rwlrq. ,GGA-: r.r .c....r. Pla. p.L..^c°'"' no.. . PPI L..la Apply ` 1.'[ o.'n r.cn -Z r. lm" Po.lc.— • v" . rP. Alpin, ..I"lum •r I1r Mull.InG Cay.^. . crolq Ine nal •q ..pw 11 r .ny ° Erolnp, .ny rdlur• b hull° tn. V.o I. con or..«..IL. MSI,TPI ,.`. r.r h.—W. .nlpplrq,"' A . r.c .p I.•c.I l.clm .r cr,....•. A • wl •n NI. VrwlnM .r wv.r P•w II•elnp NI. Vrw llp, IMI..F... w.•P[II•. •/ PMrw.l•.•I •nMlnwrlA rwpr. unlcr velar rr r,,. e.aoa .,w.I. Tlr ..le.°nitr ••° "•• •r vll..rwlnR nr .I.,..el.c. I. rww.. unlcy .r cn. IIWI u q D. lNwr ANSI/T I T S-2. 4 f o. 708 C E. SA T O @ yA-, 1 • r 6 1 1A A u— O1yT1. EN, N W TIC LL 40.0 PSF TIC DL 1 0.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 19409 DATE 04 / 07 / 1 7 DRW HcusHaoa 17097197 HC-ERG KD/WHK SEQN- 739308 DUR . FAC . 1.00 FROM RF S PACING 24 .0" JREF- 1VZS408 Z09 Odmdo. FL )2a77 FLCOANO273 r•• —•• I^ r•r••cl ^^ • c.l. Jo° . V.".r.l .1..,°°.R' an.,...° ALPINE: w... Ipi .lc...w: TPI cP,.•L .rG: NTCA: .... vy.— ICC: w.. ..r• illiam H. Krick Lic. Number 70 r1A /r17 n r11-r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 29ZZ Liipper uir. - ruv 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 "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X8 2.25 L 1.25 101 W3X8 4.25 L 1.25 131 W3X8 3.00 R 1.25 231 W4X6 2.75 R 1.25 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. 2-10-8 16.5" 1.25" I 10-6-0 . 8-0-0 3X4 1X3(R) e — W=3X4 3X4 = 3X4 = 3X8[10] 3X4 = 3X8 = 2X4 III 0-8 0 1-4 0 F +10-0-0 W=3X4 = 3X8[13] 3X8 = 4X6[23] a 1X3(R) 3X8[9] 3X4 6-7-4 17-2-0 J 23-9-4 Over 3 Supports] R=332 W=7.25" R=1503 W=8" R=888 H=H1 q numlwrnur„n Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TP1-2007(STD) \P`,..H, f% j., PLT TYP. Wave FT/RT=O% O% /0 0 15. ,'r. ff Rio, QTY:4 FL/-/6/-/-/R/- Scale=.3125"/Ft. WARNINGI •• REAO AND FOLL05 ALL NOTES ON THIS OMIRIIIGI f 'A TIC LL 40.0 PSF REF R408-- 19410 INPOIFTNR•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 9 Tru r.,tllr.. .w .r n f•brltlalrpt n na ln,..nlPPlna. ,n,ral b ..1 1:.r r cb .na .11 ' 0.708 1 'i TIC DL 10.0 PSF DATE 04/07/17 cn• c .alum .frRCSlc(a.,:. n0 Cbww.. S•r• r In Porwcl on. br TPI .TCA)rf.r cy Pr•ccll Pr1 p.ror.l,q tno. funcllbna In,ha,,:,* >n•II Prwla• ...... br— ny p•r RCSI. Unl.>, rwl.a •cn 6bp lnpra .nal n... Prup•r1 n.LLan•tl .r,Gl ta .n anlrp and belt a clwra .nal n.... ptup.rlr at. . ' BC DL 5.0 PSF DRW HcusRaoe nos7zos r Pctl wl I Inp. Lm •tl m• , fur p.ron•nl I•ur•1 r., dr w , . I nrv• br.cln: :n-1 .a W OCS S T Oea. R] o R10, •, .wuc.m . Mvlr Pl•c•• r Ic r ••, tl Pn,lum . b.v. d n. '.c•r., wl... n.cw Pln.%I... R.f.r b oocz:nawtl.ra plot. p.a lmt1 rr ( BC ILL 0.0 PSF HC-ENG KD/WHK o • y t tAl Plna. • vlf.m of ITN Sul ld.n. Ca pon• a Group Inc. fn.11 •.pm.l bl. f •nY tl •• ln,..ny'r.Il.r..tl b.11a cn. tr... In :onrnr..n<.. n ANSIrIPI ,.r. r•r h.—In,,. ,nlppinP.0 •" , •..... 1•••'• G t1 TOT. LD. 55.0 PSF SEQN- 739312ANrrWCOMPANYdn•c.l l.clm a br.cl.y .r cr.n.... • w\ wl w NI. ar wlnR .r wr.r page I I.tIM t111. arwlrp. Ilw la.t.. mpt.lw../ Pr.fw.l w,.l wRInNr1A S_ ' MM twPwwlblll[y .•I.ly M1r u.. a,•Ip. Yowl. TM .ullrlllty aw ww .! N1. arwLlD ht .nr a/,Glut. 1. • 1h-'.•%.`Or DUR . FAC . 1 .00 FROM RF 2400 Lake O=9e Dr. SU1te 150 t..pan.lblllcr .r u.. wlltl l.y o..l v..r v.t ANSI/T 1 , 1• 2. n I onInf•r •b Endo,FL 32837 F.r r. .b •,an•r•. • p•0• • '• b •It• .0 PACING 24.0" JREF- 1VZS408_Z09 FL COA 90278 ALPINE: •-- •,P.n.il c ; TPI .cp..• .,,: OTCA 'c r.=>: ICC. .... ..f...rg illiam I -I. Krick Lic. Number 70 6N oarov2o 17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. I ouvr—lull h CLv -- •rr• -- Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X8 2.25 L 1.25 101 W3X8 4.25 L 1.25 131 W3X8 2.75 R 1.25 0-8-0 7 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. 2-10-8 16.5" J17.75"_I B- -1 10-6-0 T 0-0 3X4 = 1X3(R) 3X4 = 3X4 = 3X8f101 W=3X4 3X4 = 3X8 = 1X3(R) Ea 1-4-0 1-0-0 10--(L- 0 7— 1X3(R) 3X8[9] _ 3X8[13] sits = 3X4 I 6-7-4 17-7-8 I 24-2-12 Over 3 Supports R=332 W=7.25" R=1528 W=8" R=901 W=5.5" Note: All Plates Are PLT TYP. Wave vaumuNrnryy 1X3 Except As Shown. H Design Cr i t: FBC2014Res/TP I -2007 (STD) \P` ..•••••: FT/RT=O% O% /0 0 15. t: . 6`@TY:2 FL/-/6/-/-/R/- Scale=.3125"/Ft. WARN INGI•• READ AND FOLLON ALL NOTES ON THIS ORAWINGI TIC LL 40.0 PSF REF R408 - - 19411 2dLIPL,[f= IJC AN rrW COMPANY IlORTAIIT•• FURNISH THIS ORAWI NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru„o. roaplr. • ... .r. In r..rl°.clno. n.,lln,..nlppin,. n aal .. ) ..,1. Rprpr a° pll I.coL .^Iclon . rRCSIp (Rul lol^, Capon s.r. cY Infor,.N an, by TPl WTCA)rr l.q pr..0 c. pr1 o p.r rora n, c Inca I.ra ,nap pro.lo. cop,r.ry b .clop p.r RCSI pun,.,, rocw p aarn...ar .n...Lt. cnpr. , .I I n.... prpp.rly . r l,Ip c.l llnp, l.oc.al,n ror p.r..n.nc I• .r. r.. •1 na or .o • I n,v. pr.c lrq In, L.I I.C`p. R]. BT or 510, „.ppllc.olo. AppIY Pl.co.'to ..cn r.cn or cr .M poa coon . .Dovo Jol^c D.caL. wl.., npa.. pcn. a... R.r.r a..r.ano. ,6GACZ°.pr 'a.n..r. pl. p, pn.. _ AIPI ro. . avla.n nr IlV .ulId. Ga9o^. , Or— Inc. , 11 ro ..Pon.Ipla r ,ny p alm r r..ln,• .ny r.11ur, to hull. an. c ,. In canror,.nc• .Ian ANSI.TPI 1.`o ror n. 1,,. ,nlpplrq. an,ul I.clon A .r.cl.p .r vp..., i 10. 708 S T O Q 1 •` F ` • TIC DL BC DL BC LL TOT. LD . 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 04/07/17 DRW HCUSR408 17097201 HC-ENG KD/WHK SEQN - 739316 1.100 Lake Onnge Dr. $UIIC 150 O11udo, FL 02807 FL COA 00278 1 on N, ,rwll, ,r oo,•.,' R,O, I,.r.InO Nl. ,r.lnO. Ill,le.W .1 .p„rI„ .f r I.,.1rul nl, ln,.r ln, r..pula , I y »war ror T» Mlpl YSI. TI» .ulwl l Por . L. of UI. tr.ary ror .local• 1. roo,d•.l°I I ICr .f rn. Roll, l.y prl..r ..r ANSI/TPI I S, 2. F. .pr, Inrpr..al on nl, ,., , ,.n.r.I ro ,., a • c^.•. -•° •It.. ...... ALPINE ..Ipl^a c..co.. I I: w..apl ma...g. WTCA: ... «Y.c; ICC:r, S Of AI ENIM I illiam 14. Krick Lic. Number 70 naimi2n 17 DUR . FAC . 1.00 FROM RF PACING 24. 0 " 6FS— J RE F - 1 VZS408 Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - F06 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4 = 1X3(R) Es 0-8-0 7 1X3(R) = W=3X4 3X4 = o_jj::- 8 R=109 PLF W=24-1-4 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 longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 24-2-12 Over Continuous Support Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15, WARN INGI *- MEAD AND FOLLOW ALL NOTES ON THIS ORANINGI IWpDNTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr u•»• r p1l r• • e» •ro n r.erlc.[ln^C n n•IInO• •n pPln9• [• I llnp .^ b Klrp.f.of.r cocImrrecslc(wIl•I nR CoR.n• s.r.cr In r»cl on. r 1vI ...a r1cA>r ror cr vr.ccic l bo•p•rfor Irq [ • -- l.r. • p—l•. r L r... O nM p.r WCSI Unl. •• »[w nor• .n.l n• .rvrop••• .cnw .crocc . cn lrq .nn noro . •II n•... vrop.rly • M op c n ura fa'r •In[ boc[ [ .l n•v. br.c lrp In[•11[[ I r IMIE d canAr.l[- JlIonno. Rin,. [ l.. 0. nay c.•. R1I• 1IL.IIoou. cnr..n or[ 1o.on• I••Ter nI •w[. la`[ ry•r.lon[rMM per.. orslv»AoIn^n.•nnclc•[ n. lr. ol urtrYucwoc. I r. c»•..Icr.pnn•ar.1l c on. fo[ lobCo rur• of.po..' p.• 33. iT BID. 0A-2 P1I.Ilm[• GrIbl r.np nh.PI 1p••n1[o„1• Ln.0. n rr ANSI/T nIPpI^R• ANITWCOMPANY , n.v n. 0 on A br. - br vm.o.. I Wr—., . r n NI. emr P•W. I1•t ll.W cn1• prw lrp, ln•Ip.u• .b..pc•n...r Pr.r»•1.11.l .nWln..rl r••p•.,a bll lc> »NI> r•r w •»Ip •rr., T1.. I, III, ••d u» .! UI. Or»IrvW r•r N> .cr.ceur• 1. Suite r••p.n.Ib111[y or ul. WulldiM D»Ip,Ir »r AWSI/TPI 1 S.o.M. 2400 Lake OlNl e Dr, ror »r. Inror»clm . .I. Job.. .... r.I . Pro• b . Ico: ILndD, FL 3?E37 lc..c»: Tip, cpin•c.or.. WTCA. ---try.— ICC ..rD OI T ALPINE: ... S H. 1X3(R) 3X4 = 2X4 III Vy/,,-, OTY:1 FL/-/6/-/-/R/- TIC LL 40. 0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF G' TOT.LD. 55.0 PSF OUR FAC 1.00 W WgI W11M"! I. Krick Lic. Number 70 61SPAC I NG 24 .0" 04/07/ 2017 1-4- 0 1-0-0 10- -0 _T Scale=.3125"/Ft. REF R408-- 19412 DATE 04/07/17 DRW HCUSR408 17097192 HC- ENG KD/WHK SEQN- 739320 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - F07 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W4X4 1.25 L 1.25 111 W3X10 4.00 L 1.25 161 W3X8 2.75 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 5-4-8 22.757" 19.243" 13-0-0 - 1 3X10 = 3X4 3X6 a 4X6 = W=3X4 = 3X4 = 3X4 = 3X8 = 1X3 0-8-0 i T 1X3(R) 1X3(R) R=622 W=7.25" SX4 a 4A41.81 = 12-1-4 3A I V L I I J 3X8[161 29-10-8 Over 3 Supports R=1843 W=8.485" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 PLT TYP. 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Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 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 9] W4X10 4.00 L 1.25 14] W3X10 3.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non -bearing partition walls to be supported at any point when panels are 30" or less. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Max JT VERT DEFL: LL: 0.25" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. 19.243" 20-3-4 - 8-0-0 W=3X4 Em 3X4 = 3X4 - 3X8 = 0-8-0 T 1X3(R) 3X8 a 4X10[ 1X3(R) 4X10 = 3X6 = 3X4 = W=3X4 3X10[14] 1E 10-1-4 1E 29-10-8 Over 3 Supports R=464 W=7.25" R=2081 W=8.485" 3X4 3X8 = 1X3(R) 3X8 m 3X6 m 1X3(R) 19-9-4 ' 1 R=920 W=7.25" 0-8-0 1-4 0 T10-0-0 Note: All Plates Are 1X3 Except As Shown. M H ',, Design Cr i t : FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. `B3 • • f} Y:1 FL/-/6/-/-/R/- Scale=.25"/Ft. WARNING(•• READ AND FOLLON ALL NOTES ON THIS DRANINGI s TC LL 40.0 PSF REF R408-- 19414IWGRTANT•• FURNISH THIS DRAW I NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . TI"r •Rvlr. • ... .r f.brl utl nR, M1..bIInR, ,nl ppinR, In tall .. b aln,. Rorer t.. nak 0. 708 = TC DL 1 0.0 PSF DATE 04 /07 / 1 7calclonorrRtv`O•.0 anR caPon.nc S•r•cy Inrorucl on, bY TPI RTCA)r •r•cr pr.cclt. n a o p.r ror.I,.D c In .I I , .n.n prw ltl. c=,.ry b nR p.r RCsI `ounl. b : pP rtl .nal"::..`p."; at«a : r t.ra .n aM1InR .na batn:`tl.M1.II b•... .p;:ay ::-BC DL 5.0 PSF DRW HcusRaos nos isar.r p.r..n.nt Lt.r;... .Int nr ..b, 1i1`,:11 M1... br al,q In,t.l .:`p.t S TO- I O RT or 810. ., .ppIt bI:7,I, pl. co .aM1 ran or cr•.. r . ra P.,1um . d n. Jnlnt Daal., nl.., nptw ptn. _L.. R.r.r c. tlral g'6OotZ nr a. tl.rtl plot• P• It'-"frS @ BC LL 0.0 PSF HC-ENG KD/WHKtAIPIn.•tllvl•,on or ITR Rul ltll nD Cvponon a Grolq Ine.,n rv,pon,Ib1. r •ny tl on / r •-Iro, •ny r.11ur. co bvlltl cn. t v,• In con ror.•nc. -Itn ANSI/IPI 1, o f r M1 nal lrq. ,M1lpplrq. '.`•. •• .• \ AN r W COMPANN °n .I.u•n • bra•ro .r trv..... S .••• TOT. LD. 55.0 PSF SEQN- 739342 1 — TA I. .r IrIR ...or.r R.N. I1•cln0 "I• .r..lro. Inal.•t•• m.t.rn..r Rr.rp•1•rul .rolR..rlro n G r..pp..lbl l lcr ..I.Ir r.r tl...••INn •Ic.n. Tb..w wl I Icy •tr w .r cnl• .r InR ton A V /ON A. 2400 Lake Omp Dr.. Ste IN) r..P_..I.I l ltr ANSI/T I T S—.2. arNpIMT OUR. FAC . 1.00 FROM RF Odado,FL 32831 rnr r. Inrpr.alnn , - J.b•. D•n.ra „n ..Ra. tn... -.b " JREF- 1VZS408 Z09 FNT L COA NO 273 ALPINE ....Ipina t..t. TPI .tpina.nrR. CA: iry.— Ice: nro illiam 1-1. Krick Lic. Number 70 61SPACING 24.0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - F09 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 121 W3X10 4.75 L 1.25 201 W3X8 3.75 R 1.25 231 W3X6 1.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 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. 16.5" J 16-4-4 ' 1 °-0-0 W=3X4 = 3X4 = 3X4 = 4X10 = 3X6 0-8-0 B2 1X3(R) = 3X4 = W=3X4 3X4 4X10 3X10[121 1X3(R) I r 5-9-8 _ I R=1819 W=6" 25-8-12 Over 2 Supports Note: All Plates Are 1X3 Except As Shown. 11 Design Crit: FBC2014Res/TPI-2007(STD) P.• FT/RT=O%(O%)/0 0 15. PLT TYP. Wave WARN INGI•• READ AND FOLLON ALL NOTES 01 THIS DF"IMI 1WIORTANT•• FUM SM THIS OIIANI NO TO ALL CONTIUICTONS IMCLUOIM THE INSTALLEW T ru•w• rpulro . •.• .r. In r.•rlc•c l,p, M1• -"0. .M1lpp„q. calln0 •nC • KInR •.far t• •r,G ell Co•.eon.nt S• " Inforutl on, ny TPI •ne /1CA)rfor ..f..Y pr•ccic• PrlI•cot bltla orrNCslc(Nu11ElnR ep.rrora na c acu on. Inca l.r.. l vr.,.a. t..por.ry o Iny p.r ecsl. Un l... ac.cnl nLx.cl top c orG .na l M1.r•rproarl• cM1l,p • G a to C • •II nave • Prop.rlY • t• rnp•r.•n. c Lura •r•. c o(.•tryndl n.r• br•c lnR In cd l.•yp. 5 r•co i rl Rl tlnca llnp. a.. nu. eT •r e10, a •wlle.e b, Apply pill.. to ..e n o .ne w.lcla .. w.n . o octla. n. J•Int Il.ca l.. a co np. twA-z ror fc•,m.r. PI•c• w•I uon•. tAlpl i L O r.a m. • G •1•n r IA W^Iny Capon• • orYl y. . •ll at a ••pon•Inl ror .y G•vl•cl rr Er..lnR• .nyl r.11ur• co b I t . In c IcnnANsl/TII t. r• Ilrq. nl w lrp.•" a r onr•. y L n ••:... AN rrW COMRMIY In.c. n.0 on a •r.c lnR or cr.n.o.. l7 1 an NI• •r•ollp •r •wr•r 1.4• II-Iro TA'.dr••Inp. Ill•1••a•• ••••DS•ll•• •T Nr•fw•It•ul •rlN llwrllp I U 1..ra ln0 r•r ••ry •VVeeur• 1• 1 AOI r.•Al•I•I l lir wl•Ir r•r t1.• •••1 Ol Yl•.n. TM •.1 c•Nl l lcI • ••• .r y 2100 Late Orange Dr, $WI! 150 r••p.rl•Iblllcr .T ul• Null.Ilq 0••I r rr ANSI/T I 1 S—.2. M1.•. wn Tor • Inror..cla • nI. So• . vn•ra ..o + p.R..na c .Ic•. Odarldo. FL 32837 ALPINE .Ipin .. TPI .cpin r0: WTCA. m crr.c ICC: •rR illiam H. 1 FL COA 00278 3X4 = 3X8[201 H, ZC)Q: Y Yy 08 1 ALENj t I rick Lic. Number 3X10 = 1X3(R) 0-8-01-4 0 7 1 3X6[231 Ea 1X3(R) = R=1056 W=7.25" 7 FL/-/6/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 n ISPAC I NG 24.0" Scale=.3125"/Ft. REF R408-- 19415 DATE 04/07/17 D RW HCUSR408 17097184 HC-ENG KD/WHK SEQN- 739297 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - F10 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4 = 1X3lRl = It 0-8-0 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 longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 1X3(R) 0-8-0 1-4 0 3X4 mlU(R) 1X3(R) 3X4 = o-a o-a J 10-6-8 Over Continuous Support R=110 PLF W=10-3-8 IIIIIIINrrr4ryr Note: All Plates Are 1 X3 Except As Shown. PM••H R/;, Design Crit: FBC2014Res/TPI-2007(STD) BJ'r Y:1 FL/-/6/-/-/R/- Scale=.5"/Ft. FT/RT=O% O% /0 0 15. C' PLT TYP. Wave DRANINGI s TIC LL 40.0 PSF REF R408-- 19416 WARN INGI•• REND AND FOLLOtr ALL NOTES ON THIS TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C y eINORTAWr" FURNISH THIS DRAWING 0. I 0ncallrq .nE b .c b R.rar ce .nC oIl • O 1 = TIC DL 10.0 PSF DATE 04 /07 / 1 7 Tru (.brle..inR, b.nd —g. .nipping, c o rWCSIc (Ru1lElnIt Co.pon• c s. r.q Inrorocl on. by TPI rr RCA)r ror .r.cy P.¢tic. pr1Eldon p.rr r.I nR c . runcclm.. c.I r, . RCSI UnI. bo1.. I Inn:. Pr 11Y .c ::n.E' CrcC: :I°a1 `:; .` Inora :^:v: b :cl:g°;n:i'` 5 or BC DL 5.0 PSF DRW HcusRnoa nos7lss r I[E olllrq. eocalm, .bo.n p.r:.nm[ I. r C Kn r.cn or "rb P.,Itlm ., m•.n . a : S T O es. eT r elo .. .p Ilo.bl'•y. Apply PI=<<• _ • f, • 'wQp•,Iclm., rr .• y BC LL 0.0 PSF HC - ENG KD/WHK 19 CM Jolnc 0•c. 11,. nl M bo r..pon.Ibl• far .ny Er l.t on •. r1... R`• f IeOA-I r• ro c.nE.rO PI, cg R D AN ITN COMPANY AIP Irw. • Elul..n or ITW WIIEIng Ca.pon•nt. Gr•q Inc. .n•11 rqtEr..lrq. .ny r.11ur• co WI1E tb. t ,. In c o ..nc .Icn ANSI/iPl ,. r for b.nEllrq. .nlpplrq. b.0 Inca Lu v. • br.c 1..R •r crm.... In..rI C.• ..•. 1 N i o AI A` TOT . LD . 55.0 PSF SEQN - 739348 rl .n till. Wr.lrq .r e...r RY I I.tIrIW NI. Er lrp. IrI.IE.t...s.p.n...r Rr.f...l.n.It r.r tr.. ...1P Y..wl. Tlr .ult.blllty .nE w .! N1. Er..lnR f.r .nr . cur. 1. IY I r DU R . FAC . 1.00 FROM RF 2400 Lake Onng'e Dr.. Suite IN) r..p/1.I.IIItr r..1y r..pm.la llq er w W11EInW P..Iprr ..r ANSI TI , S.o.2. tr,....b ,It.. PACING 24 0" JREF- 1 VZS408_Z09 oa.,1do.FL 32s37 F.r .br. Inr.r..tl on , — 3.b•. o.n.r.1 .,o . p.g..nE tpin.c.org. 1ITCA: b<InE ,try.ta ICU org illiam H. Krick Lic. Number 70 6lS FL COA 00 278 ALINE: .Iw=, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i 0-8-0 T 1 X3 III 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W3X4 2.25 L 1.25 8] W3X4 1.25 L 1.25 10] W3X4 1.25 R 1.25 27.5" 2-10-8 J 5-4-8 1X3(R) a 3X4[4] = 1X3 III 3X4 [8] im 3X4 = 1 X3 III 1X3 III 1X3(R) 0-8-0 1-4-0 1 - - 3X4[10] Ea 1X3(R) M(R) 3X4 10-6-8 Over 2 Supports =j R=566 W=7.25" R=566 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) %nH. PLT TYP . Wave FT/RT=O% O% /0 0 15 '•0 / '-- QTY : 4 WARNINGI " READ ANO FOLLON ALL NOTES ON THIS DRANINGI J '• Ii TANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ! T rua,1, r.qulro 0 0» •r, In .........9 M1 - 9 ,b 1ppl n0. nlc.11 lrq •TC b 1.Lq. R. r•r 0. IO1 L[ut .elclon •rrWCSlc(6u11UlnR Cb•P1n [ $•racy Inrorocl on, br'•m W6CSIrrOUnl.,•`r pr1°U o »rror.Ir.W c ». r...cclon, Inca Lr. ,M1 I Prw L. c or.ry br.cl na p.r mc» • op cMr• ,n,llnn.v props l' n. KM1.• lv uccura ,M1• Cn lrq •M becco• c ° M.I I ba• • prop.rly . r IGI° c, Ilrp. Loc,U ona `!.r »r»n.nc I.ur11'ro 11nc o »m ,ronal nw, brlc lnW -mc11.••` S T 1 0 6I. WT or 610.... pPPllubf,. Iano1a•• :' •1en r•cu or cor ' ...a ro,101t... no... b1r S 1 O tn1 Jng. 0. cr " ol• . tn r.l,• R.r.r t• »I . 160Q` 1 ,c•nC.r° plQ • posl Cl m,. j Alpinl. • r ITY Rull°Iny Co.pono • Group Inc 111 n .,pon,Ibl. r 1ny Oovllcl.n r • w • Orslnp. •nytr111 ur. [o bull° LM1, t u„ In c »nc •ItnM1AN51/TPI 1. r• r M1.IWllrq. ,M1lpp lrq. A1_ . AN IrW COMRkW m.0 n.0 o.. A 1r.c ...R or cr.,,»•. c C `...,. ..• 1 on N1• Er»IIIG •r eevr ro• 11•T IIIG NI• ..w lnp. II.W Io•T•1 1ee•r.•r.•. •f rr•f»•I..0 lc Ilwrlr.G P r••p•b lNlllq »I.1 f.r W b•Ipn Yw.. Tlr »ICI.IIIcr • •! VII• •r»InG ror •.ry • ur• 1• SS ON AI , 2400 Like Owg. Dr. Suite lSO r»r»•Iblllcy •f t1.. Wull•Irq p.11 o..r »r AN51 TI 1 ^.2. n . »b V „` Odindo. FL 32837 For ,ur. Inr....11 n , [nl, Job , O,n.r.1 rw , pp. • c • ,IC» IRA FL COA 00279 ALPINE---..Iw^°'°,• TP1 ... cw^•° ,rR; WTCA: .... <r•co.• ICC. •M•. ,. r• p,G illialn 1-1. Krick Lic. Number 70 04/07/2017 FL/-/6/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 ISPACING 24.0" Scale=.5"/Ft. REF R408-- 19417 DATE 04/07/17 DRW HCUSR408 17097196 HC-ENG KD/WHK SEQN- 739345 FROM RF JREF- 1VZS40B_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. IoLou/-101 l M iz GV — -- "_' Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 23.375" Typ. 3X4 = 1 X3 (R) 2X4 in 0-8-0 1-4 0 10-0-0 3X4 = 1X3(R) 1 X3 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. I4-7-4 Over 2 SuppoLtls R=128 W=7.25" R=144 H=H1 *wurnlwruNhrhrr Design Crit: FBC2014Res/TPI-2007(STD) %:` H• PLT TYP. Wave FT/RT=O% O% /0 0 15 '•0 /`,QTY:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING(•• REM APO FOLLOW ALL NOTES ON THIS DM/INGI ' TICLL 40.0 PSF IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408 - - 19418 Tru„•. rpulr. • .,n .r• In I,br.ca.allnD, ,nl pPl WIG, In c.11 lrqlrp. R•r.r co oll lclon recsl`W"uel.q G.-n c s:r.cr Inr.r..cl•n. Dy vl ...• WCr•r ..r.cr Pr.cci P,l r O. r08 i i TC DL 10.0 PSF DATE 04 /D7 / 1 7 o• p•rror-1rq c •>. rv.cU on, Inca Lr> ,n 1 Pre"1•. L por.i- • .c 1. P•r RCS1. IA.1•>. rocs i; laI„I I : ao^ar :na ... "r _:.•n' .. a I:Ra :: . yes BC DL 5.0 PSF DRW HCUSR408 no97191 occl n, ], 07 er W,G. .> .ppllcAl.. APP,Y P .co C •' n f.cn ro[r.n.'•r.E11 npo: Klon . •m" dn D. r>II,. '.L.. R.r.r L. .DA`:.rof...r. . S T O ;Q BC LL 0.0 PSF HC-ENG KD/WHK L Alol,. o. . arolao .r I,r R"Ilal w cc.a.nan , Gro,p Inc n.11 ro roue..,lel• r .nr aal.uen 4 1 4 ! r.. lr. D .nY ra lur. to bull• Ln. .. In conforonc. .I[n ANSI/IPI ,, ror n. 'W. ,nl pp lrq AN FrW CO K4PkW 1n.c...... on A blK, .r L,.... ` TOT. LD. 55.0 PSF SEQN- 739355 1 w. ENI. •r.•InW •r e.v.r r.D. II,cI..W tNl. •rwlnW Ir.•1•.c.. ••o•i.• •/ Rref„.I.N.1 .WIG IIwrIM ` ' V r..p. n.lelllcr rl.lr r.r r,.....I...1..... TM .ult.Nll ltp ......... ml. •r..I..W r.r ..r .r.e,. I. DUR . FAC . 1.00 FROM RF 240D Like Ornge Dr.. SWIe 150 r..porr lblllty .I tl Wullelry MIRMr p.r ANSI/M , S.c.2. Odudo. FL 31807 F.r, .Pr. lnror-•LI.,, • nl• • W,.•r.l ro • pn. • 1n.,. ^° ,1t.,. PACING 24 .0" JREF- 1 VZS408_Z09 FL COA# 0278 ALPINE ..- aP. n.1c. _ : TPI. ..,Pin>. or.. ;CA: m r• ICC. .w. —g illiam H. Krick Lic. Number 70 61S U4/U // 2U 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IbUU/—/Dll A tLtV. UY. IKAY -- ZVZZ hipper UIr. — rla J Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 235 plf at 0.00 to 235 plf at 2.48 BC- From 10 plf at 0.00 to 10 plf at 2.48 TC- 827.00 lb Conc. Load at 1.88 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 1 X3 oI 1 X3 III 1X3(R) 0 4X6 = 0-8-0 1-4 0 7- 10-0-0 1X3 m 1X3(R) 3X4(R) III 3X4 = Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/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. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 7-4 Over 2 Suppo R=532 U=13 W=7.25" R=902 U=15 PLT TYP. Wave H=H1 xrnrwrrrN Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 5VIA//`_ QTY:1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINGI•• REAL) AND FOLLOW ALL NOTES ON THIS DIwINGI 1W-WAI1T•• FURNISN THIS DRAW I NO TO ALL CONTIIACTOIIS INCLUDING THE INSTALLERS. TC LL 40.0 PSF REF R408-- 19419 d AN ITW COMR%W 2400 LAe Ortnge Dr, Suite 150 Oflando. COL 32837 Fl.coAxona Trua w. ro.ulrt a a.o .r. In r.prl[a1np, M1 rW 11nR• •M1IPPInR• n ttll'"D •nb br•c lrp. N. r.r t. • roll t tUltlon 'WSI`(wIIEI.. Cc ontnt S:r.cy In .aeon. ny'TPI .no NI CA, r.r ..rtty Pr.ctl . PrI L.'ptrro•.1nR c Imt.11Ara ant11 pr.— rc Por.ry b .[I,, Ptr NCSI Iln l.aa roWcM1ora •n.I n:.orpr rly • cote .cr„c.... I .h. nl G Ana a .—I n . Pro WilyrIGIEct111nD.I Loc.tlona . r "r....ntI.ctr.l'( r.l n[ o" 1w I—.11bt 'S J.Int Otc.II.. .1... rwc.a ocM1.r.I v. R.l.r co Crslrp. 160A-z roraarb.r. Pla• poa cl ma b" a ua m. Ionao.. a .PPIIotb1•. .. R flat. co':`[M1. Ilcnoc baru.: I.MM1Po:I[am . ev M1 .. Pa Ib.. r trip" tAIP: M. • ro or IT.' WII` CPlyon.n a orYM'n.I .n .n. a rr p, •ny rtllur• t bull[ n• ru In con r M1 ANSI/IPI 1. or for M1.—.I-. M1lpplrp. t.I .t b„ . br.[„ :r tru,.... In- NII.nI NI. dr Irg .r ooy.r Apt I I.tlp "I. dr—I.,. IMI.— .ot.P- N Pr.f...1o,u1 .rq l,wrlp r..P,.lblII ty wl.lyr.lW Yw,. TM ..It.Nlllty W u...r NI. Cr IM ror y .truecw. I. rtyv Ibllltp .r n.. Wll l.q 0-17Z P ANSI/TPI t S.P.3. ALPINE 1P,o 1lc .-;'Io mcp1..?..pfTCA "n ec!Rra-'vycam. ICC •mow .rR Y o. 708 1 i t S T O ; Q A it`F •. 1 .• H ..t"• • 4 .- DNA , illialn H. Krick Lic. Number 70 TC DL BC DL BC LL TOT. LD. 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 04 /07 / 1 7 DRW HCUSR408 17097185 HC-ENG KD/WHK SEQN- 739361 DUR. FAC . 1.00 FROM RF 6hS PACING 24.0" JREF- 1VZS408 ZO9 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - JG1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W4X4 1.00 R 1.50 91 W3X6 S 3.25 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 720.76 lb Conc. Load at 1.40, 3.40, 5.40 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4[6] o 7-0-0 Over 2 Supports R=1372 U=335 W=4" R=1250 U=306 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15 PLT TYP. Wave WARNINGI•• HEAD AND FOLLOW ALL MOTES OR THIS ORAWINGI I1pRTOAIR•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T ruaw• rpulr• a .•a •r n r•brlc•tlrp, M1•,.elln0• •M1l ppl nD, n c•Illrq •ne b •clop. R•r r co •l , 1 5•f•ty Inlor•.cl.n, by TRI •ne WICA)rr•r ..(•ty pr•ccI 1 •c••c •tllclon oIr WCSIc (RullelnW C.won•nc c•• por•,y a •clop p•r RCS, Unl•a, roc•e . p• rf.r•l np c • (urctlanf. In•t•II•rf ,M1•11 prole, any ` cM1•e •cr uct r•1 •M M1l,q •M a <re M1•11 • •rap•rl; cMre • M1• M1 • prop•rl n or c"1•t•rd• •1 nc oo dLM1•v b •clop Imtal •e` rlCec•1IInDlI Lec•c1 •n• , p.ronm I•t[c u•ocn ncnr•«u, ...e pu,uon a •M1..n •b.. w lubf. AP Joint D•c•II•. .., •e oth-1— R•r,r wl•11ena2b.• r • c•ne•re plo . p••Iclaes. cAl Pl,q, • .1•lon or I1r WullelnD C.•qw.• • Group Inc. • ••p.n•1 OI• r •ny e.vl•clon r r. r•• I. Mlpp lrq. nInp, •nYl !•lluru t bulle t • t u•• In c n ul [M1M1AN51/Tpl 1.`ur fur M1 ellnD. AN DIN COMPKW n.ca Lu.n a I—— or cru••.. 1 • n NI• Wrw l,Ip •r wu•r R•W 11•t lrp NI• Wrw lnO• 1M I••t•• •wMt•^•• •f pr•Tw•I w•1 •rlWllwrl 1• rwR ol\Illcr wl•I, T•r tH• ewlW • . Tl •ultwlllcr •,r w •f NI• •rwl,q T•r = •er..ecur• r•• pv l•IIICY •T — calla l,q Dwlp,•r p•r AXSI VI 1 S-2. 2400 Lilt Cringe Dr, Swit 150 cl.••. .•e It••: Orlando. FL 32837 F. r ter• Inror.a ion M1l. Jo • D•n•ra • 1,— TPI, wu.cpin o g, WTCA: .... try.— ICC. •w ••r..rD FL COA NO 27b ALPINE • Ipl n•lc•.c.•: Q QTY :1 0, 08 1 T O F. H. Krick Lic. Number 70 04/ 07/2017 FL/-/ 6/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 19420 DATE 04/07/17 DRW HCUSR408 17097173 HC- ENG KD/WHK SEQN- 739268 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Gir. - tJ/ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=169 U=81 R=127 U=0 2X4(A1) 1-4-0-:0-J I— 7-0-0 Over 3 Supports 3 R=360 U=61 W=4" RL=124/-30 23-10-11 3-1 -3 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) pp H. PLT TYP. Wave FT/RT=O% O% /0 0 15 1 7-e ••DUY °y QTY:7 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING I•• REMAND FDLLON ALL NOTES ON TN IS DRAWING 1115,100l • FUIIN ISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF REF R408-- 19421 DATE 04 /07 / 1 7Tru--.- royul r. a on .r- In f.brl c.cl nR, n allnR, -nlppl.g. .....l ll,q .ntl b Kl,q Rof.r co .,A lollalaltlno:`Ksl`o.11_9 Capon. a e:f.cy In r..elpn, byTpl p„tl rrCA,'rpr ..r.ey Pr.eela- Prl o. 708 1 .z TIC DL 7.0 PSF ro•p.rfor.l nR c Inac.l1.r- a 1 Provltl.fc o r. ry b ,nG p.r NCSI U,.I.-- .noca o y ba enortl -n-1 Inn:..raropori nee.en...cr ec' .1 .n..enl q ... bo« tl .n.11 n.•.. PrPP. rlyb. ryD e rl Gltl wlllnp. L. lom - ( or p.r.Apply I.c.rd •1nt of .nb bdl nrv. br-clrp InXa1a y-. BC DL 10.0 PSF DRW HCUSR408 17097172 a n FDO 2 N], BJ or e10. .. -PPIIc.bl o. Apply Plat- co ..cn f.co of c .,,tl Po-lclt, .. -no.n -bov dA `:o;nL D.ea1,. un1... rota PLn. a... R.(..fp , bDo_ Z fpr ;e..rtl plot, PP.1w1 O BCBC ILL 0.0 PSF HC-ENG JB/DF I LC AN mWCOMiANY 2400 Lake Orulee Dr. Suite 150 r. `. AIPIn., • tllvl.lon of ITW Nulltllnp Cup.na a Group Inc nAN n c ba r..pon•Iblo f -% tl Irp, .ny r.npro c b,.ntl c r„-- In con o .,,c n ANS VTfI ,. .r ror n.ntl n,y. .nlPPl,q. c.11.cla A br•cl,q bf cr,n-.a.` 1 M "to Iroolrg -r - pope Il,",g NI• droolrp, Itilb-u- ----pe-rr- of prorw-l- I .rvin--rl roo,o,-l.nley -ololy for tl p--Ip -Nan. Te..ule.bllley Nw N H,b trlrq for .n -eruecur. 1• r....,. Ielncy .r ,. wll. lr,D Ip r rr ANSIrnl , 5-c.z. y / 1 •,. do FSS/ pNAI ENG Nr""Ia , TOT. LD. 37.0 PSF SEQN- 738902 DUR . FAC . 1 25 FROM TH S PACING 24.0 " J REF - 1 VZ 5408 Z09 OdNIdo, FL12817FLCOA NO 278 rnr r. Infor..elon • .nl, ,bb - y.n.r.I ro ,gip a . eN.-. -.b ALPINE- .v.- lpin a "l: .tpin-, prg. WTCA: .... n ry.ca: ICC '.... .r, illialn H. Krick Lic. Number 70 04/07/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - EJ71 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. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) Em L* 1-4-0-3-J 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.05 ft. from roof edge. 1-11-8 _4.8 4-8-0 7-0-0 Over 3 Supports — R=360 U=28 W=4" RL=92/-30 R=188 U=53 R=103 U=0 23 -10-11 2-1 -3 21-4-0 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=O% O% /0 0 15 1 -r i--. +' QTY:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AND FOLLON ALL NOTES ON THIS ORANINGI TIC LL 20.0 PSF REF R408-- 19422 1lORTANr•• FUNNISN TNIS DMNI MG TO ALL CONTRACTORS INCLUOIMG THE INSTALLERS. i• Tr, m••. r.,,.Ir• . ... .r. In r.•rlcalmC n.Mllrp, .nlppinD, en,cal.nD .. ..,.: R. r.r L.. r•1: D 1 TIC DL 7.0 PSF DATE 04/07/17 l.c••c wlclon •IrNC31`(Null°In Co•n S—ty Inforoclon, r rpl .... NTCAIrr r r•cf pr.ccl • pr Q• 7D8 p. r Nor nN cMa• ...cclena cc.Il.`• .n I prov.I°„ c•.p.r. ry o •.r NCSI„ •U" •. n•cw • N r• n...r°r°°•r, w• n.• r r " e ` r° ' • i• p.rlr ' BC DL 10.0 PSF DRW HCUSR408 17097207 r lN1• < llnp.' L«.clen. `Nor p.ro,wn¢ I .Inc . rinp .I l.•C O .. ec .. U, .T or Nlo. .• .ppllo•f•• AppIY `' to':e e.cn r.cn •Z roro Trb.°••'a.• n • •'lam' 8 T O d cN. J.Inc D.c.i..' . nocw •cb..L•. R.r.r °r..Inv."bo`z•. • wo . p.Iml .a'.•• Q. BC LL 0.0 PSF HC-ENG KD/WHK A 1pin . v r ITN WII.InN C•yn• • Gro,y :,- 1- f .nr ° on r r= ZU.- myl hllur. c bulls c m• In cm o one dN"ANsI/all l,r r Nor n Ml l,p. .nlpp l.q. ' AN r7WC0Mp1W In•c.11.L A nr.„q .r cr.,.o. ` , 'y,• .• 1 .•. t1 TOT. LD. 37.0 PSF SEQN- 739055 NI • n VII. —I*ly •r .er.r N•p• 11-.17 NI• nN. IM 1 — • .r Nr•f.••Isu, .nN llwrl n••••• 6 DUR. FAC. 1.25 FROM RF r••pta•LIIIcr ••1•Iy r•r W sip, .IMw.. TM .ul Wll lcr . w •r NI• trol,q fr •..r •cr.ce.r• I• n 2400 LeLe Orange Dr.. Suite ISO r••por 1.111Cr •r c,.. WII°I,q tti.l p.•r p.r Arsl/T I , ..p.E. VNA'01 Orlando, FL 32837 F•r ter. Inr•r•.clon cnl. 3""'• N•n.r.l "" • pw• •"° ° '•°'— -i Krick PACING 24.0" JREF- 1VZS408 Z09 FL COA 0027E ALPINE: .o.ap na lc. : TPI' .tP n.c. •rg: WCA ---try • • ICc ••ra illiam I-1. Krick LiC. Number 70 61S — 04/ 07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. UP. INAY -- zuzz blpper uir. — w l Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.511), toe nailed at Bot chord. 6 2X4(A1) Ea L<- 1-4-0-j R=-36 Rw=24 U=34 20-10-0 1 -3T+ 20-4-0 R=9 Rw=15 U=10 0— 1-0-01layer 3 upports R=201 U=56 W=4" RL=32 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) M H. PLT TYP. Wave FT/RT=O% O% /0 0 15 1 '•OOY QTY:6 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING " READ AND FOLLOW ALL NOTES ON THIS DRAWING) TC LL 20 . 0 PSF REF R408 - - 19423 INpORTAWr•' FURNISH THIS OMWI No TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 04 /07 / 1 7Tru,... roa"Ir.. ... .r. In f.brl[aln., n n.11np. ,nlPPlnp. In,aa llrp .1 b K1. R.f.r a.. fDII Inforualon. TPI TCAI' r ,.l.cY , prl O. 7108 1 TIC DL 7.0 PSF aM 1.[.,c Witlon lrRC51`(RuII.Irp Capon• t 5,(.cy DY ,rtl Pr.c[I o p.rfor.lnp t In,c.11.ra M Pro"1.. t.r.ry b In. p.r RC51.f"Un1.,, rocM o D° `^° ° .^•' n. •f ° ^°', ,-' •° •` r " "'"° •"° "` `"°'° ""' °r"°"'y ' i BC DL 10.0 PSF DRW HcusRaos 17097213 II(jI1 FDrlpl. c.i IIZ. L.alonanc o!Cb. •11' nI..'0fVAPPl f16O o! : r•' = Po- S n[ Da. l.. 1.,. noa.. ptn. a... R.f.r aD °r..lnaa aDo[Z . n°.r° °'or. po,lwl ." Ib1. f .ny ° f T O 'n. i ' Q BC LL 0.0 PSF HC-ENG KD/WHK Alpin., r ITWY llullpin. Cc.go,v . r— Inc. . .,Pon, r.. l.0. .nylf.11ur. to bull° aM c „ In c` o rc .Ian"ANSI/Tpl /.r fo n.,Wllrp, ,nlpp lrq.°n onf r..• 141• / / p TOT. LD 37 PSF SEQN- 739216 ANrrWCOMPAWInaal.[lon . .r<„p .f tr",.... NI . n Vll..rwl,y .r e...r p.p. 11-InW "I..rwlA. 1"I.AW .eo.pc of pr-f...I.rl.l MV11 1 r.. pwlaen Icy T,r .ulc.Nl l lcy . l — .f tl.1, .r..IM f., .y ertccur. 1. t` r},•• •"•• • • • 0 DUR FAC 1.25 FROM RF 2400 Lake Onntc Dr., Swte 150 r.. pwl.Iblllcy of [I.. Ru11011 q D..Ipwr p.r ANSI/TTI 1 5.c.2. h rY— rw I—,-1 PACING 24 .0" JREF- 1 VZS408 Z09 Odzndo. FL 32837 1. ter. lnr.r.alon , nl, 3.b'..•n.ra ro + p... •^. t ..b •"•• FL COA 90278 ALPINE• ... .1 P.TPI .cpin 1—g. NTCA: , be „b y .- ICc:.... ,.l. .ra illiam H. Krick Lic. Number 70 6F5 04/ 07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - CJ3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=59 U=28 R=50 U=0 2X4(A1) e L* 1-4-0-:;-j R=222 U=45 W=4" RL=62/-23 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0 0 15, WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS ODAVING1 Ar I iONTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru>M. r.qulro ... .r. In r•brlo.cl nq, n Mllnq, .nl ppl nq, n c•II Wry .n0 br.o lrp. R.r.r co I• c .altlon errg,CSlo(Wlan lby T I .M RCA) r ur.cy Pr•ccl .rl b• p.rfor.lrp a a>. ,.,cclon>. In.c...... m I Pr o"IN a..por.ry • Inq p.r g,Csl. r•Unlu. noc.a a r. cop cnora .n.11nn.r.rprop.rlyn. •on.a .crucc . cnl,, .,b a . prop.rly . rl pia c Ilr,q. Lbc,al on, , r p.r..b.bt :1'r •1nc eo n..1•In,ullb u, eT .r no. :..pvllem.. Apply PI .c". ar r•<nrb. 1.r = r..aclon .. •Iw. n . ... tn. J.1 na D.c•11 ., unl• rota bt. ...... R.r.r c ominq. 160A .c.na•ra pl.'. 2 Alp:—. • al"I.lon or ITN Wllalnq C.yon.n . Groay.n.11 n. r..Pon.lbl. f. .ny aw l.tlon ar.. lf.I.... c bulls a . tr... In on l.r..nc. .Ian ANSI/TPI 1. .r for n n Ilrq, Nlpp lry, '/y AN 11 MMFAM Inca Lclm • brot.bg or r', 2400LikeOnDr., Swit I50 Orlando, FL 32837 FL COA OD 278 Ml . n NI. arming, or bov.r P.O. Il.t lrlg, "I. arao.l g. IIW 1.•tm .bb.g,tof g,r.rm.lon.l .,p lrwrli r., psrlbnity m1.1y ror Ts amlp ol-on. Tbo .u1t.N1I M, .,r w or VII. or leg, ror .m, .trpo[ur. I. rooporo blllty or tbo g,bllalna Goo' bor Mr AXSI/T I I S.b.2. cn... .. b F., o Inr.r..cl"n . I. 3bb . q.n.r.I , p.q.. .II..: ALPINE: .... 1pi . TPI: cpin•c.orq, NTCA: ... "c1y.c ICC: m., .orp Main H. H. a. UOYi'4 QTY:4 FL/-/6/-/-/R/- of '•. r ` y TC LL 20.0 PSF Og TC DL 7.0 PSF BC DL 10.0 PSF O Q " BC LL 0.0 PSF TOT. LD . 37.0 PSF A1. ENG DUR.FAC. 1.25 Mai KrickLic. Number 70 61S PACING 24 . 0" 04/ 07/2017 Scale=. 5"/Ft. REF R408-- 19424 DATE 04/07/17 D RW HCUSR408 17097212 HC- ENG KD/WHK SEQN- 739215 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - 0 3T ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 R=74 U=25 vn III 0-1 -3 R=18 U=0 2X4(A1) Ea 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 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. 1-4-0-j 1-11-8 _4_e_8_ R=222 U=45 W=4" RL=62/-23 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0(0) 15 PLT TYP. Wave WARNINGI" READ IJm FOLLOW ALL MOTES ON THIS OANINGI I TAIff•• FUIINISH THIS OIUIW I NO TO ALL CONTIUCTORS INCLUDING THE INSTALLERS. Tru r.du nR, n n.11np, ,n1pPIn0• n c.11 lrq ,nE b •clop. R.for to • f, Lo•por.• c S. r•tY Inror,.cl WICS.. r ,.f•cr Pr•c cl , , foUnl,eacn• 1 a •.l clon ofrNCSlc(Wull.lnR o Wr! •.Inp c Ina •II Prw l., a P '1 br. Inp p,r WCSL mu. o nlsopcl.or..n. nn .. rpr.w•• •n.r..n r .n• m bocaacc . .0 b..• . vr.nrlr ar. n•11'na• rl pl. wl I lop. Local onf , rnp,ron,nt LUr.I• .Inc e w br •clop I.•I l,a onPPu.. bf.. Pl. nr•ra .ro w p.aalo,. . . owlnR, :c..rC I, to.a a ,60.`Z P1 . a ,wc•O pan.r.l.. R.r r a. InII O I AIL IL AIDI m. . .lu ,I•n or IT• Rul I.InR Cugenon a crop I,w. ,n.11 rw r:r lb r Any . •n r r•.InR. .nY r 1:% co bulls an. a u„ In cc o u •Ian ANSI/TPI 1. r for n rMll,q. .nlpp lrq. AN frW COMPPJ" n.c•I Lcl on A•br - or cr.a..,. w.l ,n NI• .r lrp ,r ,bv,r M0, I l,elnp NI..rw lr.W. IIW I„W ,oe,We,r.o, ,f Wr,TM,loful ,r.W 11Nl, I! I. Tl...w wnlcr .n. w or "I, .r JM for ..r •v.obur, r•,p•.Ir111eY •r cn. Wll.lfq D.,1prr W,r AMSI/ I T S.c.2. 2400 Like Omnge Dr. Swte I50 c .,b ai- OrlRodo. FL 32837 F. ter. Inr.r..cla , nl. l.b'. a•n,r,l . P•9, TPI' cp.n.—Ig• WTCA crY ca ICC orp FL COA 90278 ALPINE: ..Ip,n•Ic..cs: .... 1-10-11 21-4-0 20-4-0 N1 H. R6?`E•.4Q1'i'1. QTY : 2 0. r08 3 T O .•Q iPON AL ENM Iliam 1-1. Krick Lic. Number 701 04/07/2017 FL/-/6/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 19425 DATE 04/07/17 DRW HCUSR408 17097208 HC-ENG KD/WHK SEQN- 739389 FROM RF JREF- 1VZS40B_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k ovvr—l.a1 -- vINNc. — Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 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 bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 R=89 U=0 22-10-11 2-1 -3 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) H. ''"' PLT TYP. Wave FT/RT=O% O% /0 0 15 R. %G;QTY:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINGI— READ AND FOLLOW ALL NOTES ON THIS DRAWING IW-MTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 01. F rS:f.cy TIC LL 20.0 PSF REF R408-- 19426 Trua,a, ropul r. , • .r, In r.erlc.tlnp, M1 nCllnp, ,M1lppl np, In c.11 l,q .rb b .c lrp R.f,r co Inforutlbn, by TPI .,,• nCA)'r r .cy Pr.Pcl p Unl. O. 708 1 TIC DL 7.0 PSF DATE 04 /07 / 1 7 Co•p,rr np c . rl..cu an, In.un p:hv d, crpor.,y a Inp p r NCSI. c :I rIy S DRW HcusR4os i7os7zi d O AN I WCOMRAM 2400 LALe OwSe Dr. Swte I50 PP c o::n.11 Pr.P.rl ntt.cn.O . n. 1l ,n• W Pr...II n.— . ;:. r Ip1OM1c.11I np. Loc.clon, , for p.run.nC I.c.r.l•r„ .Inc ufc o . I nrv, br.cl np Imull.a ccl.n. Wl. .1 ,r 10. .. .PPIIo b.,. ApPly pl.c., co ..'M1 l.co `l Pr .c- Po, Swan ., .M1e.n .bov tM1. JPlnc Daal.. .nl... roc.. tM1 ra.. R.f.r t. prwl,q. ,ADA-: .,,• r• Pla. P•,Itlon,. "'° A IPIn,. • Plvl.lm or ITr Nun Clnp Co.p.n. , croup Inc n.11 no ropon.l bl, f .ny Pw 1.[lon rtlralrq, .ny Hour. c. bona c . crm, In conror•,nc, .1- ANSI/TPI ,, or ror n.,wl l,p. ,b WiW. n.t.11.tlb„ A br.cl.,p •r tru,,:.. 1 en NI• .r lnp •r —1 MD• 11•tlnp "I •r••Ip. 11,•IP•w •ewNtAll•• •> W!•r•••1-1 •Iplrl••rl TM•r till. •1,IW POII.1bIllc> ,r w calla l,.W D,.Ipn.r P•r ANSI m1 , Ss.z. I O y a V\ SAr/OVAL E'N ` I BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF HC-ENG KD/WHK SEQN- 739214 OUR.FAC. 1 25 FROM RF 61SPACING 24.0" JREF- 1VZS408 Z09OHIO&FL 32337 FLcoAaz7n For ter. Inr.r..clon nl. Jw'. pw,r. . P.p, . U ..b ,Ic., ALPINE.---..IPln.lt-•=: TPI'i...tPln.t.^rp: nCA ---. py t IOC: ---• ^rp illiam H. Krick Lic. Number70 04/07/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. TRAY -- 2922 Gipper Cir. - 0 5T 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. 2X4(A1) Em 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R=134 U=55 R=61 U=0 L- 1-4-0-j 1-11-8 -4-8 2-8-0 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. WARNINGI " READ AND FOLLON ALL NOTES ON THIS DRANINGI INPONTANr'• FURNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru ropulr• . .•o .ro In f.brlc•clnp, M1 ndllnp, >nlPPlnq, n c.11 l,q .nd b .c lnp. R.f•r c .,.d dl clon o rACSIc(Wul ldl np Lugon•nt S.I.cY Infor..tl on, by TPI .,tl WTCA)r r •cY P ctic e p.'•.In. c P,.cti In>.n.rf >n.16 p—d. t..per.r1y b In : r SC l.f IN.1.» lop d • IIM1n .fpr.p•rly • c .d • r.l • Inp •nd M1.v . Prop•r1Y . c IjnIjlI rlpld c.11lrp. Lec.tl on• .I_ r p.r .n. ncul•t.r.l•. r.lnc o M1.11>n.v br.c lnp In.c.11.dtp. u, eT .ro•brr Awt.nLr..,.c. e pn r.co .ram« o t.. a p'.,_... a N• Je nc D•caI .e . ,r[w cM du. R•f to dralnp. 1•pA`Z•r . .N pl.. p••Iclan` Imvfr AI DIrw, • on of ITr Wp,ld„q CPgwn•n > Gro.4 Inc. .M1•11 rw ••P•n•Ibl• f •ny dw dr..lrq. .ny r.1.:% c build cM t u.> In o .ItM1 ANSI/TPI l,r r !or n ,.dllrq. +M1lpp l,q, AN D'W CO MAkW c.I I.clon A br. - .r cr.,•... n.•• 1 •n enl• .rwlnW •r .•Y•r MW 11.t1nW cM1l• drwlro• I Ip •ve•Re.e• of pmf•.•len 1 •rgln••r1 r•.p•n•Ib II., rbly hr w .••1 pr. •Irw,. TM1• •u,C 1. KY -1 u•• or NI• dr—IM I.r Ary •trueeur• 1• 240D Lake Olulje Dr. Suite 150 r••pd.•Ibl l lcr .r — Wulldl,.W Dwlpr..r ••r ANSI/Tll I S•c.2. c ..b1ro ..p. FL 32837 For •or. Inrer.. on I• Job*. p... 1ITCA. •.. t y OA MD278 ALPINE .IP,n•Ic•.co. `ITDI cP n.c orp: CC: FL .... . rp 20-4-0 M H Q 1 QTY 0.708 1 ~ Ls T O iQ - IA Q w at 11. Krick Lic. Number 2 FL/-/6/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 1 (SPACING 24.0" Scale=.5"/Ft. REF R408-- 19427 DATE 04/07/17 D RW HCUSR408 17097202 HC-ENG KD/WHK SEQN- 739386 FROM RF JREF- 1VZS408_ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 16007-7511 A ELEV. OP. IKAY -- zuzz blpper L.Ir. - nji 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 139 mph wind, 22.09 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 2X4(A1) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 1-10-10 --j 9-10-1 Over 3 Supports ' 1 R=318 U=143 W=4.907" R=68 U=22 R=331 U=64 3-10-6 3-9 14 0-4-0 Design Cr i t : FBC2014Res/TP I -2007 (STD) ......./•, PLT TYP. Wave FT/RT=O% O% /0 0 15. tr .D, QTY:2 FL/-/6/-/-/R/- Scale=.5"/Ft. a AN ITW ODMAWY WARNINGI•' READ AND FOLLDN ALL NOTES ON THIS 011"INGI IipiTANT•' FURNI SN THIS OMNI NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trua.u. 1n r»rluclnR. n.nE11nR. .nipping, 1n ulll,q .nd b .c1ng R.ror co •nE bl1I.t•.t «Ic1on orreLslc (Ru1101,p Copon• t e.r. cY Infor-,cl.n, by'Tpl . 1 WCAIrr .. r•cY pr•ctic prl b p.rror-1,IR c In,c.11.ra ,n•II prOV1» t.»br.ry b ,cIng p.r /CSI. "Unl», M b n 0o cn.r. .n.11"n:.fp bp:1l'^at.cn.0 art r.1 ,n••tnbp .« bbttb-" r..b•11 ".... prpo.ay r IDI. c•111rp. Luc•tlon, for »r-.n.nt"I .c.r.l r•. •Int of »b, "1"i.11 n.v nr•c l,q In,c•I 1.:`p: RCS c ». R7, eT or R10. .a .pp1l- lbf.. bplan o•c., oc' •«n r«u or tru• -1 pb•1c1on .a „rw, .b.". t". J.Inc 0•b .'bcn•r-Iv. R.r•r co »1rp• 160oC2 pra•nC.rC p1-. poaclon. A Ip1n•. . 1 r ITIN Rul lolnR Co-po^.n . cr.,q I«. .".11 n ru.ponf lbl• r .ny owlal•n r p. Er»Ing. .ny ra lur• co bu- 1M1 c u„ In c` »nc• dtb ANSI/T 1 ,. r !or " «Ilrq, ,nlpp l,.R. m.c.11.u« a .r.c 1,y or v,..... O. 708 x S S T O ' S /_ A L, hAn 1 (9 F S TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 19428 DATE 04 /07 / 1 7 DRW HcusRaos nos7m HC-ENG KD/WHK SEQN- 739219 2400 Lie OTNISe Dr.. Salle 150 Or1NldD, FL 32877 FLCOA#0278 s»I a I.Cr»Ing .r must .Os listing Me .r»Ing, 11, 11 »0tion lbs se Rr-I».1-1 sry l,wrlro bllltY »Lly for is M Iw s1,>•1. Th. sultYlllty . 1.. oe -1, .r»In, for w .trtcur. I. r.-p I-Ity •r cn..-Ing D»Ig,rr »r ANSI rnI I Ssc.3. F"r -r. 1nr"r.al"n • n1, ,« , R.n•r.l ro • p•q. • t -•° .1°•,° ALPINE .Ip,n•1t..=». T.I. -pi _ prg. .TCCA ^ r =» ac: org 1 /i NN A_/ I NAL III y-A P illiam H. Krick Lic. Nwnber 70 Id/117/7017 OUR. FAC . 1 25 FROM RF 6hS PAC I NG 2 4 . 0 " J RE F - 1 VZS408 ZO9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. I0VV/-/011 M CL.Cv. Vr Irt-1 Value Set: 13B (Effective 6/1 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 0-4-3 BE 2X4(A1) _ 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 9-10-1 Over 3 Supports R=492 U=101 W=4.907" R=312 U=74 T 23-10-6 2-9 14 21-4-0 R=255 U=47 Ti 20-4-0 Design Cr i t: FBC2014Res/TP I -2007 (STD) \.!..H;, PLT TYP. 20 Gauge HS,Wave FT/RT=O% O% /0 0 15. t' ff 9,TY:1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNINCI•• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI INPWANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T rina•. rpulre . ... .ro In f.prlu[l ro, n MI lnW, .hI PPI nR, n ull lro .nd b .clop. Ro for tGluoneI`WCSI`ceullUlnG Co,pon•nc s.rar Inr.rotlon ty TPI ...d ncprr •ty P ccic prlUnloa O. 708 1 = TIC LL 20.0 PSF TIC DL 7.0 PSF REF R408 - - 19429 DATE 04/07/17 d 1 0 AN rTWCOMRkW 2400 LaU Orange Dr., Suite 150 Odando. FL J2: 76FLCOAMO27Y e•p.r(or 1nG Cneae l..,cU ona. In.ulLra .ndl Pr Quid. t-1.,y b .1 per WCSI rota o n toP chord ...II h.r. prop.rl n. ct.CM1N ,trot [ur.l .n. chl,q .nd both cNrd . n.11 n.v. . Properly rl Rld wlllro. l,oc.tl on, . (er p.r..n.nt I. bra •r• .lot pf wo. dl h.v. Dr.c lrp Inca LG`;: OCS ctlen. W]. 57 Gr WIG. .. •ppllc. bru. Applonfo• u, . fa . cn r.co or tr par p.f l.- o .t, . nh. J.Int D.t.n,. ,.,I... pt.d Ptn. ,vl... nR.r.r tP .•Iro• IwA`z pr amrd pI t. p..I«IPn` l rrAIPIn•. • OI VI,Ion or In Wul"'"' GP•ww f Grotp Inc na 1 .. v,ponel blo for .ny G r..bp, my r.11uru co bona M• t ,. In c` ant n ANSI/TPI 1,`. ror n ndllro. enlppl ro. o" an.t.11.tlon A br. - .r Cr.n.e.. I rt NI• Wr lnW or ewer P•W Il Ind ". •r—lro. IMIG•w •Gb.p— •r Pr•r...lwu1 w,R lrwrllp r..Pw•.IN llty rl•ly !•r W Gulp •Rowe Tr .Plc.bllltr .•G P.. M UI. Gr•.Iro r.r w•r .Vvotur. 1. rw,Pwrlblll tr .f vt. WpANS I/T I 1 sec. 2. ALPINE e :p:Ipl;,a_ "ITPI « '. 19,,'M: n` ' pp .'fir tea. ICC. . Iles orD p S T O • - I•-/ 1 I) I illiam Ff. Krick Lic. Number 70 nw, na,n 1 BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR40e 17o972D6 HC- ERG KD/WHK SEQN- 739408 DUR. FAC. 1.25 FROM RF 6ISPAC I NG 24 .0" e JREF- 1 VZS408 Z09 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 e__a._ n Kzt = 1.110 2x4 Brace 1) Ix4 'L' r. Brace IN 1) 2x4 'L' Brace w 2) 2.4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Broce Group A Group B Group A Group B Group A Group B Group A Group B Group A Group BGobleVerticalNo Braces S pacing Species Grade 7' 2' 8' 2' B' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' S P rr R 1 / # 2 3 4' V 3' 10' 6' ill 6' 2' 6' 7' 8' V 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' U Stud 3' 10' 6' 2' 6' 6' 6' 1' 8' 5' 9' B' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' rr Standard 3' 10, 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11. 0' 11' 10' 14' 0' 14' 0' 0) 1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13, 6' 14' 0' 14' 0' J S P N 2 4 i 6' i 1 • 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' p 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' D L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' S' 14' 0' 14' 0' d oj Standard 3' 9' 4' 11' 5' 13, 6' 6' 7' 0' e' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U N1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0 14' 0' 14' 0' S P P N3 4' 5' 7' 6' 8' 3' 1 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' I1' 6' l4' 0' 14' 0' 14' 0' 14' 0' I Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 4' 0' O 01 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' S g2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' k 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14'- 0' 14' 0' D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 4' 5' 6' 0' 6' 5' B' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' IT 14' 0' 14' 0' Standard H 1 / q 2 5' 2' e' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d pSf 3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' lJ r Stud 4' 10, 8' 7' 8' 1l' 10, 2 10' 7' 12, 2' 12' 8' 14, 0' 14' 0' 14' 0' 14' 0' I rH Standard 4' 10' 7' 5' 7' 11' 9' 11' 10, 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O l 5' 4' 8' 10, 9' 2' 10' 5' 10, 10' 12' 5' 12, 11' 14' 0' 14' 0' 14' 0' 14' 0' X S P 02 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0'_ 14' 0' 14' 0' d q3 5' 0' 7' 10' 8' 4' ID' 3' 10' 8' 12' 2' 12' B. 14, 0' 14' 0' 14' 0' 14' 0' J rD L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12, e' 14' 0' 14' 0' 14' 0' 14' 0' r r Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10, c., 12, 2' r 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' About jt able Truss Diagonal brace option- T vertical length may be doubled when diagonal brace is used. Connect diagonal brace for 5250 1 at each end. Max web Brace total length Is 14'. Kiel 2x6 DF-L N2 or better Diagonal TI Vertical length shownV'4 brace; single 6' K In table above.' or double cut as shown) atupperend. k U_ Connect diagonal at midpoint of vertical web. IJIf Refer to chart above WARNIMG.. READ AND FOLLOW ALL NaTES ON THIS DRAWING• J ••• IMPORTANT-- rRNISH THIS DRAWLIC To ALL CONTRACTORS INCLUDING THE INSTALLERS. f Trusus r.gJre e.tr... car. In f.bric-ting, handlrp, -hipping, b,s" Um l antl bracing. Refer to . j ragpolicetM1•test adtion of 2CSi (Ridding Component Safety Information, by TPI and SICA) for safe pr.ctkes Pry' to p.rfortinp the functions. Installers chatt provide t.npor.ry bracing per RCSI p, itIlrresfnotedotherelse, top chord shsll have properly attached structural sheathing and bottom c r Locations %hoan for Personal lateral restraint • - fl r fl IUf\\\IiJiiQI1LI' Nall hove a properly attached rLIJ, c.aing. e hNallh.va bracing Installed per RCSI sections R3, N7 er Det as appllesbnolur. Apply plates to eacn isOftrUSSandPOLtIOna5LhOenabOvtantlOntM .idol Details. unle5- noted OthtrtlSf. S O .• J AN IOW COMPANYAlpine, R.Per to ora.Nps 160A-Z for-tarWartl gate position-. divisionBuilddeviationA- a division of ITV Building Components Group Inc. shall not be esponslble For any deviation fr t s draeingI any f.lure to build the truss In eOnfore,anee •thin ANTI/TPI 1, or for Mardlu,p, shlppiny to ra `. tay. 13723 Riverport Drive ins taaation L bracing Of trusses. A -1 on this drawing or Cover pope lbtblg this d-aarp, l d-leS atteptanct Of Professional a gim- ring ... p-.UUty solely for the design -h -n TN slt.balty antl u-. of this dre.fp G' 4 u Q Q1, '.F• hforanystructureIstheresponsEDttyoftheLAeireDwslgnerperMal/TPI I Sect 17Suite200 Morylond Heights, MO 03043 for rare information see this Job's general miss peg• and these .b cites, SDCA, ee-,sbcftlu-try.ergr )CD sew lccsmfe orp wolli- ALPIND saw alpineite.com; TPb see tpinst,org, kenqth. Bracing Group Species and Grndesr Group A: S ruce-Plne-Fir Hem-Flr NI / N2 Standard M2 Stud M3 Stud M3 Stnntlard Dou las Fir -Larch Southern Pine•.• M7 N3 Stutl I Stud StandardI St.nda d Group B: Hem-Flr MI 1)tr Nl Dou I Fir Larch Southern Pines - NI N1 N2 02 lx4 Braces shall be SRB (Stress-Roted Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn be used with these gratles. Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load From 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with Ind (0.128'x3.0' min) malls I( For (1) 'L' brace' space molls at 2' O.C. in 18' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces- space malls at 3' O.C. In 18' end zones one, 6' O.C. between zones. L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Less than 4' D' Greater than 4' 0', but less than 11' 6' Greater than Il' 6' Vertical Length No Splice Refer to common truss design For peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 V'f/V //LV 1 / T RelnfoiMemk Go Tr Gable Detail For Let -in Verticals Galote Truss Plate Sizes propriate Alpine gable detail for a 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 apped plates to span the web. 2X4 2X4 2X8 engineered truss design. Attach each 'T' reinforcing member with End Driven Nails IOd Common (0.148'x 3.',min) Nails at 4' O.C. plus 4) nails in the top and bottom chords Toenolled Nalls- lOd Common (0.148'x3',min) Toenails at 4' O.C. plus 14) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail For ASCE wind load ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014. A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIO1014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, S18015ENC10OB15, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S1203DENC10OB15, S14030ENC100815, S16030ENC100815, S18030ENC100815, S20030ENC100815, S20030END100815, S20030PED10081` See appropriate Alpine gable detail for maximum unrei ' • 9uMj;f tical length. T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -mall 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 Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 I) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. T' Mbr. Size Increase 2x4 30 2x6 20 v V it rl ^ r FI JI III II IILUII 1 I I\ II\ V I.lUvV AN ITWCOMPANY 13723 Riverpon Drivo Sidle 200 Mp ndMelHeights, ryle D VARNINFd.. READ AND FOLLOW ALL NOTES ON THIS DRAVINGI , efMPORTANT.• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reailre e.tr.n. core In fabricating, handling. shipping, nitalling and bracing R.Fer to the t.test edition of SCSI (8.110V Component Safety Information, by TPI and SSCA) For safetl temporary broclnp per nest. these ot% Move inscy at halt strucprovidturalpracticesprioroto ,ise. topUrYesfnotedothertyataD chord shill hove properly attached rstructuen wterok and bottom etshallhaveoproperlyattachedr'Igtl selling. Locations sho.n for permanent lateral restrainttral'IS of •e JnN havo broclnp Instas parSCSI secebns Y3. S7 or SIO, as •ppNcable. Apply plates to each facoftrussantlpositionas -ho.n above and on the Joint De alls, unless not other.ltr Refer to dro.lnps 16M-Z For searMord plate potltlons Alpine, a division of ITV 2uhaing Components Group Inc. shalt not be responsible for any deviation fro this dra.ing, any Failure to build the truss In conformance .Ith ANSI/TPI 1, or for handling, shIpping. Inc tdllatlan L broclnp of trusses A seal on this dra.by or cover pope IKUnp this dra•Itg, Indcates accep<orce of proiesslaral enpne.ring rasp-.DAUty surety for the design sho.n. The Sult.bAlty end use of this drawing far any structure Is the responsibility of the building Designer per ANSI/TPI I Sec.2. For pore Infornatlon %te this Job's general notes page and these .eb sit.91 ALPINE- wwotpineit.conl TPI. ...,tpinst,orgi SDCA, ...,sbcindustryorgi ICC, .•.ICcsa Fe.orp r• `" '"C ' ` ;. y ''' yJ 0,r08 1 - i• - i - s S T Q y` ADee.:/ Jea e.•••` NSIONAE i ' 17 1" VVV MAX. TOT, LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24.0' Gable Stud Reinf orcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Vind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt - 1.00 Orr 120 mph Vind Speed, 15' Mean Height, Enclosed. Exposure D. Kzt = 1.00 n_._-hl r- - A rvn-urn n. i(zt = 1.00 2x4 Gable Vertical Brace No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace r 2) 2x4 'L' Brace wit 1) 2x6 'L' Brace r 2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group BpacingSpeciesGrade kl / p2 4' 3' 7. 3' 7. 7' 8' 7' B 11' 10' 3' 10' 8• IT 6' 14' 0' 14' 0' 14' 0' S P F 113 4' 1' 6' 7' e' 6' B' 10, 10' 11 10, 6' 13' 4' 13' 10' 14' 0' 14' D' U Stud 4' 1• 6' 7• 8. 6' 8. 10• 10' 1' 10' 6' 13' 4' 13' ]0' 14' 0' 14' 0' O url Standard 4 1• 5• B' 7 7• 8' 1' 10• 1' 10. 6' 11' 10' 12' B' 148 0• 14' 0' 0' QJ q l 4 6' 7' 4' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' S P q2 4' 3' 7' 3' 07-7- 8' 7• e' 11' 10' 3' 10, e' 13' 6' 14'0'14' 0' 14' 0' I q3 4' 2' 6' 0 7' 11' B'6'10' 2' 10' 7• g14 13' 4'14' 0' 14' 0' DFL Stud 4' 2' 6' 0' 7' Il' 8' 6' 10' 2• 10' 7'13' 4• 14' 0' 14' 0' oi Standard 4' 0' S' 3• 7. 0' 7' 6' 9' 6' 10' 2' 11' 10' 14 0' 14' 0• LJ p l / 112 4' 11' 8' 4' 8' B' 9' 10' 10' 3' 111 8' 12' 2'14' C' 14' V 14' 0' S P F q 3 4' 8' B' 1' 8' 8' 9 8' 10' V 11. 7' 12' 1'140' 14' D' 14' 0' U Stud 4. 8' 8'1 B6 9. 8• 10. 1' 11. 7' 12' l'!4' 0' 14 0' 14' 0'-rlStandard uF4. 8' 6• 1V 7' S' 9'3•9. 11' Il' 7• 12, 1• 14' 0 14• D• 14. 0' 14' 0' 1 5' V e' 5' 8.91 9. IV 10' 4' 11' 10' 12' 4' 14' 0' 14. 0' 14' 0' 14' 0' S P p2 4' 11' 8' 4' 8. 8' 9' 10• 10, 3' 11' W 12' 2' 14' 0' 14. 0' 14' 0' 14' 0' H3 4' 9• 7' 4e 7. 9' 9' 9' 10' 2' IV Be 12' V 14' 0' 14' 0' 14' D' 14' 0' F L Stud 4' 9' 7' 4• 7. 9' 9' 9• 10, 2' 11' e' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 0) D 4' 8' 6' 5' 6' 10, e' 7' 9' 2' 11' 7' 12, 1 13' 6' 14• 0' 14' 0' 14' 0' Standard ql / 02 5' 5' 9. 2' 9' 6' 10. to- 11. 3' 11' B' 13' S' 14' 0' 140' 140' 140' S P F D3 5' 1' 9' 0' 4' 10' 8• 11' 1' 12' 9• 13' 3' 14' 0' 14. 0' 14. 0' 14' D' d U u Stud 5' 1' 9' 01 9' 4' to' 8' 111 1' 12' 9' 13' 3• 14' 0• 14 0' 14' 0' 14' 0' LD H F Standard 5' 1• 8' 0• B. 6• 10• B• 11' 11 12' 9' 13. 3' - 14. V 14' 0' 14' 0' 14. 0' O D1 5' 8' 9' 3' Cr 8' 10• It* 11' 4' 13' 0' 13' 6' 14. 0' 14' 0' 14 0• 14' 0' X S P q2 5' S' 9' 2' 9. 6' 10' 10' 11' 3' 12' 11' 13' 5' . 14' D' 14' 0' 14. 0' 14' 0' d q 3 5' 3' 8' S' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' D' 14' 0' 14' 0' 14. 0' D F L Stud 5' 3' 8' S' 9. 0' 10, 9' 11. 21 12' 10' 13' 4' 14' 0' 14. 0' 14' 0' e--i Standard 5' 1' 7' 5' 7' 11' 9. 11' 10, 7• Svww 12' 9' rr 13' 3' 14' D' 14' 0' 14. 0' 14' 0' About L able Truss Diagonal brace optbm T vertteal length nay be 18' doubled when diagonal A L brace Is used ConnectL• TI diagonal brace for 4500Brace1ateach end Max web t KIrt total length is 14'. 2K4 DF-L 22 or better dingonat T T Vertical length Shawn brace) stnple B• In table above. 5 or double cut as ! shown) at L 1 upper end. Connect diagonal at I; I N 4 II oint of verticalweb. J l , Refer to chart above oVAMID101- LOAD AND r LLOV ALL IONS Ox IKM DRAVD" eeDOM11AMTee fILWISn 7M DMVDIG 1D ALL COfIR LIM ICLUDDf, 1W DISINIERi irusaes req tre •xtrtve ctre In haricotwrp. harMb,p, ~,p. lfts=,p and b2dVp Refer to fallow tlr Latest edtton of ICSI (LVdna Corpwnt Safety Infornotlort by 1Pi ud S" for _f y practices P. to Perfor• b,e thfse fvr.tlOn Irrsctaers t1o11 provlwe tr+porsry wrtcfna Per bless rotew otlrr he, top [lord auto have properly attached structural thwathe,p a d lotto^ dull love a properlyatiwjdrollce*leo Locatxxrs sham for Pernarw,t tatenl restrattt Of auto utve brio" ion as i/ Per 1 secitans L]. 37 M LIO, as tYr. Apply p4tK b each C Q o1 tsyss trel position is shown tmve W on tfv Joint Detsso. v lrst Mork otMra'sr. Refer to aFa 16G- 2 for atarird plate posl(i.- Alpi re. a dwistori of ITV Luadrp fomonents Group Ine. slril not bP rrcpanatele for any Nvvblon AN ITW COMPANY this drawYn , eery fature to o," the truss in con n vancr enh AXSI/1PiL w for hftrW&D. sh0=101 treetaaatlan L oraarp of trusses. A seal en thY draelna or cover Dam u sterIprpn us r uin& betateu acct•pttrre of profmsbrl 13723 Rlvorpon Drive w y of tie b rep tero. per tad vb tA_ Suite 200 flow• tutiY w s AILtI/IPI 1 SecL Maryland Heiphla. MO a3013 for rote hforl,alian ar tNs po's DarwrN rote[ ppaoge tr,tl titer M tleea+ ALP r, wreatpbrttw.coruMR, aws.tPYrst.arpl SDCAr eswsacb+dustry.wy 1[d wwe)ccnfraro th. Bracing Group Species and Grades, Group Al S ruce- Pine-Fir Hen__FL- Ll / 02 Standartl L2 Stud L3 Stantlard e3 Stud Dou lasflr-Larch Southern Pineer L31 013 Stud i Stud Standard Stardard Group Bt lire -Fir Lt L Btr LI Dounkas Fir -Larch Southern Pine.. IF Pi p2 s2 Ix4 Braces shall be SRB (Stress -Rated Board). rxror lx4 Sn. Pine use only Indastrml 55 or industrial 45 Stress -Rated Boards. Group B values my be used with these grades. table I russ Lie coat No -test Vind Load deflection criterion is L/240, Provide upllft connections for 55 OF over continuous bearinrg (5 psi' TC Dead Load). We end supports load fron 4' 0' outlookers situ 2' V overhang• or le plywood overhang. Attach 'L' braces with t0d (0.128'x3.0' n1n) nails. lf For (1) •L• brace. space MRS. of 2• o.c. in IS, end Zones and 4' aC. between ZOAe6. KXTor (2) 'L• braces+ space Mans at 3' Olt - in Is, end zones and 6' o.c. between zones. L• bracing nest be a ninlnun of BOX of web nenber length Goble Vertical Plate Sizes Vrr ttcal Le th Ala S Ice Less than 4. 0' IX4 or 2X3 Greater than 4' 0' 3X4 Refer to connon truss design for peak, splice. and heel plates. Refer to the Building Designer for conditions not addressed by this detaR. MAX. TOT, LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 04/07/ 2017 RIGID INSERT DETAIL - REINFORCEMENT FOR HIGH STRESS COMPRESSION JOINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75% OF THE ALLOWABLE COMPRESSION STRESS PER TPI 1 SECTION 7.3.9.2 OPTION #I: APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF 1' AND SECURE IN PLACE WITH A KEEPER NAIL. KEEPER NAIL IS TO BE SIZED AND SPACED TO AV ID SPLITTING OF THE LUMBER. 1 --1,0" MIN, 00 o KEEPER NAIL RIGID IN ERT JOINT LOCATIO OPTION #2l APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA, HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END. 0 0 O RIGID INSERT WITH JOINT RIGI INSERT A MAXIMUM OF LOCATION 1°wtmunlwll'""nno5/. SLOTTED (VOID) H /( `• AREA. P.M rye WARNDAO.. READ AND FOLLOW ALL NOTES ON THIS DRAWDG V F '• : f% rY TC LL PSF REF RIGID INSERT aINPORTANT. FURNISH THIS DRAWING M ALL CONTRACTIRS INCLUDING THE D6TALLERS 1,11 Refry toe g Trusses require ..tr.n. care In Fabricating, hanalling, shipping, Iratatting end . fdlow the retest etlltlon of SCSI lWstivq Conporrnt Safety Iniornatbn, by TPI an SD[A> for safe i UO.7U8 TC DL PSF DATE 10/01/14 practices prior t0 perrorrling these fu lctbns. Installers shell provltle temporary bracing per SCSIUnlessnootherwise. top chord shall love property attached structural sheathing and bOttdn c BC DL PSF v V it FI r fl 1 IUf_ shalt have a property attached r d, ceiling. Locations shown for pernanent tatervl restraint or s/nN have IreGrp installed per KSI sections 0.7. 17 or DID, as applicable. Apply pates to each fa truss and es shown above and on the Joint Details, unless noted otherwise. t S S T O ; BC LL PSF DRWG RIGINSRT1014 II JI IILI', v of position RrFer to drawings 16M-2 for standartl date positions. Alpine. d division of ITV Euaang ConwoMntf croup Inc. shall not be responsible roe any tl.vbtlon fr ANSI/TPI 1, or roe handling., shlpplrp. tW9O A : `vf1 • TOT. LD. PSF AN fTW COMPANY this drawing., any failure to build the truss in coniarnance with Ins t.11atbn s bracbg of t—ses. IKt/rlg this droving, lrotcataes ...Capt.—. of profstanal G• 13723 RIverport Drive A ... I on this dr lying or [aver gag. engelawrYp Portability .de1y for the design shorn The suitability and use of this drawing1 y1gL for Istha responsibilityof tM Wtg Declgn.r par ANSI/TPI 1 Sec2 Er; egr. p t 17 DUR. FAC. PACING Suits200Maryland Heights, MO 63043 any structure For none information ... this Job's general rotes P.0• and these web sites ALI' NEB .—titpinfita.coml 1PI w—tpinst.orgi SKA. wwa.sbcYWstry.orgt ICO wwwlccsafe.crg TTT•"• wrlltnm l l n [•Ir JIC-11l.n er-70 04/ 07/2017 NOTE: Details 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10ci BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 0e ATTACH SCAB WITH lOd BOX/GUN 4' -0' 2x6 ( 0.128'0.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.14B'x3') NAILS OR 4) 10d BOX/GUN STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None re ulred 10' to 20' 1 rot (at center of n) 20' to 30 2 rots (t at each 1/3paints) 30' to 40 3 rots (1 at each 1/4points) Over 40' Space rots at 10' at. ts) a o ATTACH STRONGBACK 10 BOTTOM CHURD %J 2) 010 - 3' SCRE ' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES All scab -on blocks shall be a minimum 2x4 stress graded lumber.' ow -ALL strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No --The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in on 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.) mot -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). H: k 4 V IFI ^F (11 LJI III II IILIIr JI 1 1\\\\IIJII IIIt—t AN (TVJ COMPANY 13723 RN ADnv. rpo Suan 200 Mmyt nd Heights, MO 03043 WARNING;.. READ AND Fn LOW ALL NHII-.S (IN THIS DRAVIWI IMPORTANT.. FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tnvsses reopAre e.trrm. Carr In F.b,IC.tbhg, handling, shipping. In Wto g anm bracing. R.F., to alto. the latest edltbn of iii (Dw,oirg Conpon nt Safety Inrornopon, by TPI and SLCA) Far sib Fet prof lice% Priar to perfwnhg these Functions. Installers cho'1 proNtle tvnparary bracing per 3CSI. gsss U Vs; noted otner+lse, top chord shad have property attached structural sheathing and bottom ch shall have . prope,ty aitachad rlgd cell;,% L... tans cno•n for permnrnt lateral r.s tralnt .F .e shall h.vo nd pep Installeds per ECSI sand th 17 or [)ID, j. oppllcabnole. Apply plates to each IncaFItImantlpushUan .5 %Im.n above and on the Joint De toll, unless notrtl plhvr.lsr R.Fer to dr..ings 160A-2 For standard plate positions. AI Ine, . dvlslan of ITV IlWding Component. Grow% Inc. shalt not be responsible For any deviates, Fro tN..dr..ing .ny F.Ilure to buad the truss In conform-. +Ith ANSI/TPI 1, or far handling, chipping. Insto N.Uon L bracbhg or trusses rd on this dra.Yq or cover page IlstkV this draring, "Icates acceptance of profecslonl A CaulkeryCaulkva responsibility solely For the design sho.ft The sultabaity and p of this droabp for any structure Is the responsibility of tint, "dbhg Designer per MRSI/TPI 1 S.c.2. For Ore Informtion see this job's general notes page and these .rb bt.s- ALPINE, ..•glPfelt..con, TPI, ..•tpinstarg, SLCA, ... sb.Industry org, [CC, ...Jccs.f..rg r' :. I^ y p '• Q, 7U8 s S S T O • a7 1 9 .• /. ry e.+ r/ifO N A_I Lr et ll V 1e" It/ m 17 TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD, PSF REF STRONGBACK DATE 10/01/14 DRWG STRBRIBR1014 DUR. FAC. 1.00 PACING V4/V //LV 1 / Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages: Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits Live Load Total Load Facilitates drainage to avoid ponding on flat or Low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates For different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load The amount of camber is dependent on the truss type, span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load More restrictive limits For allowable deflection and slenderness ratio (L/D) may be required to help Flat Roof Trusses (0.25 x Deflection from Live Load) + control vibration. 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for Note The actual dead load may be considerably less thanLimitingdeflectionandestimatingcamber. Conditions or the design dead load. codes may exist that require exceeding these recommendations, or past experience may warrant using'f°III"'NI",",,, n„ H• more stringent limitations. \A %` 4y,, aVARND"- READ AND 111LOV ALL NOTES ON THIS DRAVDN3 he ; REF DEFLEC/CAMB DIPOtTANTw• rtAbOSH THIS DRAVDC TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Installing bracing. War to a 1TrucesregArea,trene care In fabricating, handling. shipping. and fellow the la trst .tlltbn of (Wddi'g C Safety by TPI and for o, 708 ; DATE 10/01/14 DRWG DEF LC AMB1014allpratbn. bracing SCSI. Prior to p.rfarnlnp these funclbns. Installers shall provkle temporary br.clg per SCSI. practicest n' Installers Il.ess noted 0 her.1se. top chord 5Wl lane properly attached st—ctur.t .Ineav g and batton ch v Aa Ii I Ijj\ I(JIO ll M IF slap hovo . properly attached n•btl telling Locations shown far pernanent lateral restraint of esMllhavebraeigInstalledperRCSIsections93. 27 er 310, as applicable. Apply piates to each F.c or truss and position as slaen above and on the Joint Details, unless noted otherwlse. Far to dra.lnps 16DA-Z far standard plate positions. S T O Q rP .. A- II Alpine. division of ITV uDdig Conponen is Grow Inc. shall not be responsible For any deviationLion f Dw ' 1•...w AN ITW COMPANY this drawing, any FaRwe to kyAd the truss In confornwnce with ANSI/TPI 1, or for h ndlig, shipping, Instoll.tbn L bracing of trusses. I. .. lp Al 13723 Rivarport Orlve A —al this drawingor cover P.O. Usting tins drawig. i.Ac.tes acceptance of prafessloral engi, e.rig rasponslatUty solely For the design shown The oltabsity and use of this drawing For . n,y stn tc is the responsibility of the Wilding Designer per ANSI/TPI 1 S—Z 1 ' 17 Suite200MpneL20H.Iphls, MO D30 7 far nor. InfnrnaUon c • tins pb's Den notes page and the.. ..b sites N. PINE' . velpineltwconl TPI'• .tpinst,orgl SECN saw.sbcioi-tryorg, ICC• wwwlccs.fe nrp I ti L L LA CJ w (^ L Ej L En CJ1 CJ3 CJ3T' 0 r` CJS y j EJ7 (QTY=S) I EJ7i (OTY=4) 1~ CJST' A05A N I l A04 A IFyI N I'yy A03A N 'I A02A AI i D D Nl yfU r U I P Do U I fU 0 QO11KII11J Ii NN fL N1 iI I A02 Z N 11 A03 ll iIU II A04 I iu A05 CJ5 I CA E J7 W J N l o 1 I 71 N C-1 FT (T I u Lit n I ti B02 m r. N IZ U B01 I CO2 D lD 1 C01 a P HHU54G O P HU52G 15 37# Shingle Loading 139 m.p.h. / Exposure B 12 Roof Pitch 6 9'-4- 1'-4'--iJ\r—l. TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. I BEARING HEIGHTS I Bearing Wall @ 9'-4' Bearing Walt @ 19'-8 3/4' IT IS THE RESPONSIBILITY OF' THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RCSPONSIBILITIES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS CCIMPANY. CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING VH1CM MAY BE REDUIRED 1N SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING L BRACING OF METAL PLATE CONNECTED 1 7 ' SSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB If WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP SPECIFIEDND/OR BOTTOM CHORDS, THEY SMALL BE BRACED AS REASONABLE CARE DUR NGOERECTION ALLSTOHPREVENTHDAMAGEORTHPERSONAL INJURY. v\ LDI" ATTENTION SANIFORD APPROVAL OF THIS TRUSS LAYOUT IS p pr' 1P'c`` NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU- SPAN TRUSS CO. 407- 321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE David Weekley Horses 7511-' A' w/ Qtional Tra Lot 10 ReaQan Pointe Revision Date(s) -XX ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY 1 14/07/171 RC 116007 JP RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 1 7- 1 1 1 7 """_DING SA FORD Project Location Address 2922 Gipper Circle Sanford, FL 32773 , O, R( As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product 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 Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window i June 2014 Window w/ Nailing Fin Casement 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 Silver Line by Anderson 2724 Structural Beam Mullion FL# 6067.4 Wind Breaker Dual Action Other 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 June 2014 Single Ply Roof Systems Roofing slate 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 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Simpson Strongtie Meta 16 FL# 11473.9 Simpson Strongtie H10 FL# 10456.3 Simpson Strongtie H10-2 FL# 10456.3 Simpson Strongtie H2.5A FL# 10456.3 Truss Plates MiTek MT20 FL# 2197-R5 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 June 2014 Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 2/15/2017 Florida Building Code Online t 0-M BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FBC Staff BCIS Site Map Links Search Flcrca r Product Approval r I USER, Public User PMeurt Apprpv3l Menu > Protivr.- nr Axlicatinr. S?arcn > AppliWtion USt > Application Detail FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scotgohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.5.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https://www.floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d9ro3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 FL # Model, Number or Name Description 0 d Page 1/ 2 42 0 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 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 li Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213, 1.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes I particulars. 15213. 2 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/ Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 tI Inst 15213.2,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes ! Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 3 c. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelites , I Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door i Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.3.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 i Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/ Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 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 FL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/ Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.5.odf https:// wwwfloridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwlDgv3yVVKJZIQRC3FgPGdg9zlTp/*2bKNJ2OgENbwWgYlOnaBQ°/u3d°/u3d 215 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 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 FL15213 R2 lI Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By- Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.13df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 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 FL15213 R2 AE Eval 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood '6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. 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 II Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 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 I Installation Instructions Approved for use In HVHZ: No FL15213 R2 1I 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 FL15213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 5'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 lI Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FLL5213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.orgtprlpr_app otl.aspx?param=wGEVXQwtDgv3yWKJZlQRC3FgPGdggzlTp%2bKNJ2GgENbwWgYlOnaBQ%3d%3d 315 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.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 FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 M. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 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 Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II 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. L 15213.15 I o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.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 utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing "Lip . Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 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 FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions httpsllwww.floridabuilding.orgfprlpr_app_dtl.aspx?param=wGEVXQwlDgv3yWKJZ1QRC3FgPGdggzlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 II Inst 15213 18 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213. 19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 152t3.Lg,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 It Inst 15213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Page 1 / 2GotoPage i3ic's a_r Contact Us :: 260t Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released to 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 550.487. t395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: W] ©Ka Credit Card Safe hitps:/lwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdggzITpg/o2bKNJ2OgENbwWgYlOnaBQ%3d%3d 5/5 r, last1 ppro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition 2014) Florida Building Code (FBC) structural requ'rements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material stall be beyond wall dressing or stucco. 3. When used in areas requi ing wind borne debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONFENIS Typical elevation, design pressures. 6 general rotes Door panel details Horizontal cross sectionsVerticalEDESCRIPTIONcrossseclions Buck and frame anchoring - 2X tuck masonry conlstruction Frame anchoring - IX buck masonry construction Bill of materials S components 37S1'MAX.OVERALL FRAME WIDTH F z z 0 5: IL-1 Ll 0 O S W p O O Z a SWING MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSMVE NEGATIVE INSWING 37.50" x 97.50' 75.0 75.0 OUTSWING 37.5('x96-W 75.0 75.0 z' N . r o E Cp Z m a as a cr: JK R m. LFS FL- nar _L OF 7 i a6 J 7 Xt INTERIOR 43 = Vz i Y • ti4 Oi n Jyjj o u a Z o i U om EXTERIOR 44 \ a an d 41 5 co mo: a oz Z 1 HORIZONTAL CROSS SECTION 2 42 0 RZ 0 35. 75" MAX. 0.4- { z W DOOR PANELWlDlll I I &cn a Z al a TOP RAIL 1 LATCH i HfNGE STILE CAP > PVC Comp. PVC Cpnp. - - - o I+ INTERIOR / EXTERIOR L 3. 66' -I um HcW Z d O Ln go00{ ° 1 3 2 v ° 2 __ LATCH SPLE LVL - W 0 o N '? Z Uare05/ 01/ 12 = LOITOM RAfL 2 SCUT VERTICAL CROSS SECTIONN.T.S. S PVC Comp. E INGEME 2 ox BY: JK a lVl CM. BY: LFS ? oiuraw no. DOOR PANEL FL-15213.37 N 0 sKa _,Lor 7 p A, 4 4 EMB. v• -N:•7 z 4;Oiz 6m00 \ .Y'•. r7 z v n INTERIOR rs*I sss `bu R n i Q • ` % 0 E aZ 1 i v ILq u3 a v - 3 o X •v q U 3 EXTERIOR $ 27 G a. as s & 17 E O HORIZONTAL CROSS SECTION L W n ShowiZ Shaven sub -buck U ¢ N O K1-114- MIN. P. I- 1/ P a n x I ---- I EMB.PP.) n 3 4 m D YO. IS q q O. B D Q r 1'YCSINK CSWK -- r I I — 21) II 7 a Ln Z n 7 7 0 I•• 1 - 4D INTERIOR INTERIOR o\ W F O F C ` j N z u N.T. S. o L 10 EXTERIOR EXTERIOR M qu.OS 01 12 0 9 114027 bC oev. m: JK o 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION oMm No. LFS rc OulsvAng shown - inswing \J Ouhwing shown - m ng O fL-15213.37 n also approved also approved o sarr L or L 10 P a 4 gsJ n O)•'• 5 ' rr* sls K o n° z ur•: Og z oi{ uf— Zy c poa f m 4 aI4021 40 \ b,zd 21 C; EXTERIOR — INTERIOR ? o EXTERIOR INTERIOR urz1VERTICALCROSSSECTION 611= ERTICAL CROSS SECTION 4 Shown wit sub•buck cu 4shown - inswing 0ved GI c 0 a a EXTERIOR INTERIOR ym EXTERIOR INTERIOR E 40 _ z O V Ln 7 31 z 33 0 x In star: N. f. S. ° f D%. er. A m 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION OWL w. LFS 4 Outswing configuration q Inswing configuration FL-152 t 3.37 .- 0 v¢n 4 or 7 a A' --I I -- MASONRY OPENING 2X BUC RUCK ANCHORING CONCREIE ANCHOR NOTES. I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortor*Vs. 2 Concrete anchor bcotions noted as AAAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoirnts, additional concrete anchors may be required to enswe the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 11W s 1 4 1.1/4' Y 4' TA CON ELCO 1/4' 1.1/4' 1' 4' ULTRACON I WOOD SCREW.INSTALLATION NOTES: I. Munlaln a rnrwm 5/6' edge distance. 1' end distance. 6 1' o.c. spacing of wood screws to prevent the spliffng of wood. HINGE JAMB MASONRY OPENING FRAh 2X BUC FRAME ANCHORING Masonry 2X buck construction N STRIKEJAMA M / 27 LATCH t DEA09OLT DETAIL scALE: N.I.S. arc.9r.. JK asL er. LFS cRw. c D. FL- 15213.37 sr[cr 5 orL- - O to a V' p; Zvi op MASONRY JAMES z OPENING C N § 0 5 n HINGE DETAIL v J_ B 31f I m FRAME to u mo cxu 28a—, J v> Ln zLn V o i Ln z G — 1 WaZE 27 I BUCK o um LATCH A DEADBOLT DETAIL I TYP. ® SILL H oW Lnz LN LnjWa' CONCRETE ANCHOR NOTES: HINGE JAMB FRAME ANCHORING STRIKE JAMB 1. Concrofo onCha bCOti0llf of thecornea My b0 oopr:ltM to mdlnit>tl1 the min. MOSOIYy 1 K Duck construction a odpo dbtonco to morlorjolnts. 2. Cortauto onchor Idcotiom noteo as'14M. ON CENTER' mull be odJuslcd to j molntain the min. odpa dielonce to morforjdnh. odd lbrld COMW* auhoo It may be rottuled to o the •MAX. ON CENTER" dllnOnllon ao net ocoodod. NO 7. Cohuelo dacha toblo: r N QQ O Oz uu a1E.05 O1 12 i uuL. N.r.s. ° on ByJK c oK. er. LFS E WOOD SCREW INSTALLATION NOTES: peattMG yp d I. Auntaln o n**iv/n Wedge doronce. T'erW dotonce. L I'o c.*—:hi o/ n FL- 15213.3 % - wood saews to prevent the spilling of wood. 0 s¢t7 6 or % ON ANCHOR ANCHOR MIN. MIN. CL[ARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT ro MASONRY TO ADJACENT EDGE ANCHOR IIwfAECON 1/1• 1.1/1• Y f ElCO UIIRACON' itw o TAECON 7/Ib' I•I!e• S 1.1/2' BILL ia' X. g' nJ:ci n A Q=z icer 41 i ri CC' i R=u 2AP O o u 21 HEAD A SIDE V ZPaMRbub uu 5.63 ^ a~ OEl] o n a 2 U m 3J ADJUSTABLE LNSINING THRESHOLD u U o G a 4S6" 1 N L o z 0 W tn n o_ E' I OUTSWI G BUMP THRESHOLD a 9--.- u° wn 05101112 i SCKE; N.T.S. ° owm r, JK m CHR. Er. LFS i wa.WC uo, d FL-13213.37 0 5,[0 7 OF 7 0 Of MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4- MAX. SHIM SPACE D I /4' X 2/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL H 1/4" x 31/4" PFH ITW CONCRETE SCREW STEEL I i/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1 /2" PFH WOOD SCREW STEEL M N9X2•I/4"PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650 FOAM 9 4" X 4" BUTT HINGE lE L 10 9 X 1" PFH WOOD SCREW STEEL 11 9 X 3/4"PFH WOOD SCREW STEEL I7 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOIi -SIGNATURE SERIES 980 STEEL 21 HEAD l SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 3 HINGE STILE CAP CELLULAR PVC 44 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL 2/15/2017 Florida Building Code Online BclS dome Log In User 7cgistmon Hot Topics SUDMA Surcnarge Scats & F3ccs ILL Puphcauons FBC Staff BCIS Site Map Unto Scarch bPro iUS: ductApproval Public User i:)orrnl jr i.:-i -jr, • ; :•: > .l Ertl -ir on .-;: > Application Detail MT FL x I FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rr+bldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90043 440) 969-9773 Ext 13 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 1 Validation Checklist - Hardcopy Received Certificate_ of Independence F' 1 31' 3 R2 rol C=a T IFICAT= of Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 1997 10I/I.S.2/NAFS 2002 AAMA/WOMA/CSA l01/I.S.2/A440 2005 ASTM E1386 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 994 https.!/www.noridabuildingorglor/pr_app_dtl.aspx?param=wGE\/XQwtOgv3yVVKJZIQRC3FgPGdg9zlTpp/o2bKNJ20gEINbwWgYlCnaBQ%3d%3d 115 2N 5/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 FL X Model, Number or Name Description 0 G Page 1/ 2 8 d 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/hlahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL1521.3 R2 H Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any F1 15213 R2 AE Eval 15-113. 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/hlahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R? IT Iris[ L52L3.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any F1 15713 R2 AE E131 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 IF Ins[ 15213.3.or' 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=L15213 R2 AE =val 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/hlahogany Series utilizing "Up Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 7-1_15213 R2 I1 [nst 15'_13 4 nd 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 ac Evil 15213.1 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/wood Grain/White Wood 63 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL I.52:3 R2 Il Ins[ 15713 5 odf https://www.floridabuildir,g.orgtpr/pr app dtl.aspx?param=wGE'/XQwtDgv3y`NKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d°ro3d 215 211512017 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 FLIS213 P.2 a_ E,ial 15213.5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/`Nhite 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 FLL 521.3 P2 E Ir.st L5213.5 od Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any F1 L5213 R2 AE Eval 15213.5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/'Hood Grain/White Wood 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 IL Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F11 152! 3 R2 H Ins: 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 152133.ocf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6.8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.adf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL152!3 RZ AE E :il 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/'Flood Grain/White Wood 68 "Non -impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P.2 lI Ins, L5213.1-).adf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any F1,15213 P2 AE =i31 15213.W --df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door _ Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL! 52! 3 P.2 I_ Inst 15213. 11 ocf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any F1 132'-3 R2 AE 'v)l 15313.1!.oCf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. httpsJ/ w,Irv.fioridabuilding.orglpr/pr2pp_dtlaspx?param=wGEVXQwtDgv3yVYKJZIQRC3FgPGdg9zlTp%2bKNJ2CgENbwbVgYlOnaBQ%3d%3d 36 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White `Flood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'3 "Non -Impact" Glazed Fiberglass Double Door utilizing Snap Frame" Glazing - Insv,ing/Outswing (XX - Configuration) Installation Instructions FL15213 P.2 H Ins' 15213.12 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1521.3 R2 AE Ev31 L52L3 L2.cdf Created by Independent Third Party: Yes 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P._ II Ins; 15213.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Sze INST 15213.13 for Design Pressure Ratings, any R 15213 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 68 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/ hlahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P? [I Ins, 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 FL! 52! 3 R2 AE Eval 15213 14.cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/hlahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) r Limits of Use Installation Instructions Approved for use in HVHZ: No FL!5213 R2 II [nst 15713.15 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL152L3 R2 AE Ev31 15213. L5 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 PI utilizing "Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any r1_15213 R2 AE Eval !S213.!i.pCf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 63 "Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/Rustic/hlahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.L3 Installation Instructions L!5?!3 P2 1; Inst 1521,3.17odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports P 152!3 R2 AE EEi31 152!3.17.df Created by Independent Third Party: Yes r. Smooth/Wood Grain/White Wood 6'9 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Up Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door , J J_ _ Configuration) Limits of Use Installation Instructions hitps:llwww.floridabuilding.org/pr/pr_Opp_dtl.aspx?param=,NGEVXQwtDgv3yVVKJZ IQRC3FgPGdggzlTp%2bKNJ2CgENbwWgYICnaBQ%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FI ' 57 j 3 P 7 U InS.' 15_> 13 13.df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: DIST 15213.18 for Design Pressure Ratings, any F1 15313 P2 AE Ev-2l 15213. L3 cf additional use limitations, installation instructions and product Created oy Independent Third Party: Yes particulars. 15213. 19 s. Smooth/Wood Grain/White wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15713 R7 I' Ins.' 15213.19 or -If Approved for use outside HVHZ: Yes Verified By Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 1520.19 for Design Pressure Ratings, any Fi 15713 R2 AE Eval L5213 19 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S213.20 t. Smooth/Wood Grain/'Rhite wood 18'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15713 RZ H [ns` 15213 20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL152L3 P.2 AE Eval L57_13.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d © 6% Page 1 / 2 Cant3C Us:: 7501 Blair Stores Road, Tallaha4see F1 32399 Dhone' 350-407-1324 The Stme of Florida Is 3n AA/EEO employer. C20v-dht 2007-201' State of =Ionda.:: 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 tramtional mad. if you have any questions, please contact 350.487. 1395. 'Pursuant to Section 155. 275( 1), Florida Statutes, effective October L 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for offiddl communication -with the licensee. However email addresses are public record. If you do not wish to Supply a personal aridress, dlease provide the Department with an email address which can be made 3vadabie :o the public. To determine if you are 3 licensee under Chapter 455, F.S., please click here Product Approval Acceptl: 1; _t71 t9 9E ME Credii Card Safe https:!/www.noridabuildir,g.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20GENbwt/'/gYlOnaBQ%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 4 in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "I-figh Velocity Hurricane Zone" HVHZ). 2. Product anchors shoo 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of These units shall be the some as that shown for 2x buck masonry construction 5. Site conditions that deviate from the details of this drawing requrce further engineering anatysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET B DESCRIPTION I Typical elevations. design pressures. 6 general notes 2 Door panel delols 3 Horizontal Cos sections 4 Vertical Cross sections 5 Buck and frame anchoring - 2X buck masonry constrrclion 6 Frame anchoring - I X buck masonry coruhuction 7 1 B7 of materials. glazing detals 6 components 37. 50"MAX.OVERALL FRAME WIDTH 1 3 o 5_ 0 O O mo2 = v O p > O O f w FULL LITE 3750' 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" G1 37. 50" 21.00" x 79.00" 47.0 47.0 OUTSWING x E3/4LLI(TTE 21.00• x 63.00" 47.0 47.0 96.50' All: N.T.S. o er: JK M. IN LFS uno no, FL- 15213.27 ka 1 or 7 X. 46 39 v a Z 48 O O INTERIOR G1 ; `. * pr 43 - 01% s so=.1 oa EXTERIOR 47'm a a 41` E go Z 1 HORIZONTAL CROSS SECTION qb r o §a 2 41 1.2 —--- LT r— 2.75 —1 cc w0VO b. 35.75" MAX. 35.75 MAX. 7 n '^• o DOOR — DOOR PANEL WIDTH PANEL WIDTH a 21.00• MAX. _ _ 21.00' MAX. S w N D.L.O. WIDTH r D.L.O. WIDTH TO IL UTCH L HINGE a m 1 2 I I 2 12 CeDuka PVC 13 LATCH A HINGE STILE 11 Cellular PVC SNe =uPPer1 o o INTERIOR EXTERIOR x 17 STILE REINFORCEMENT 39BOTTOMRAIL En O X Is CebAw PVC W p X g — -- N 1 1 a P I // O• // „ W O F.02 16 12 ODOOR PANEL 40 DOOR IANEL - N.T.S. 10 Full hie 31I to ass or. JK C o . er LFS eVERTICAL CROSS SECTION o' FL-15213.27 DW OF _L I-I/,'MIN.- - `.• e44 EMB. PP.) Q 21 20 N'.•3 y9 4!. O 2 C P i %• • l Q` r n n I '//11j11111.1 ``` Z q Z 8 7 h: c$ 9 c' W NINTERIOR \ = + ' °' m 18 \ r mangy ggcZ d 5a3a ( O 2 3 p 3 cc 3 EXTERIOR 47 C, o 0 Ck- 3 HORIZONTAL CROSS SECTION a 3 Shown w/IX sub -buck _ zo c I-I/PMIN. I n = EMB. PP.) r EMB. )T'!P.) C 3 4 B I--- - m D 0.15 q q O.IS D n C'SINK CSINK -- IRrP.) (n'PJ L A 20 21 21 20 z 7 Ir INTERIOR INTERIOR 7 w s e I n :o G I - Z o 10 1 1 o.r< 02116112 J EXTERIOR EXTERIOR M scuu N.T.S. 9 e 11 9 40 27 C MG W. JK miCMor: I.FS i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION pu*.+c w.: Q 3 Outswirg shown inswing 3 Outswingshown-trnwing E FL-15213.27 " also approved also approved U srcn 3 7 ? 0 o X a • . • ( E )L ° • Y •. 25 Tli ton Z G V O 1 frll 1U I! 21 EXTERIOR - INTERIOR EXTERIOR / INTERIOR a vvi e VERTICAL CROSS SECTION m 1 VERTICAL CROSS SECTION 4 Shown w/lX wb butt a N 4 patsw ng shown - Guwm ` also aPprwed I o 0o a a EXTERIOR INTERIOR w EXTERIOR INTERIOR 40 32 ur 30 40 88 34 e A 31 - - 33 F rc ez c n• u o.rc 02/16/12 ; srx:: N T.S. ° o•s o* JK m e VERTICAL CROSS SECTION 4 VERACAI CROSS SECTION N +o IFS Q q outswing configuration 4 W^ng conrigsafion FL-15213.2.7 o s ¢n 4 ov 7 ^ I 6' t m =q.- I W'• •: bJ {'NnJ00m TYP. HEAD d JAMBS TYP. HEAD B nrllt tilto .oi i a. •; MASONRY MASONRY JAMBS OPENING OPENING h 11\N n Nn 7 Lm V\ m aaLL oZ W a Z a c3a oJ. _ x NZQFRAME _4 2 Ui 2X BUCKS u TU R >u 1_ =o >> a5m o ci o o0 z1 rc 2XBUCK-\ 4— HINGE DETAIL a n mm f TYP. ® SILL LL R ci z LUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB a CONCRETE ANCHOR NOTES: Masonry 2X buck corntruction 1. Concrete anchor locations of the Comers may be adjusted to maintain the min edge distance to marfar joints. 2. Concrete anther locations noted as 'MAX. ON CENTER' must be adjusted to 0 n maintain the min- edge distance to mortarjofnfs, addlUoral concrete anchors rnoy be squired to ensure the 'MAX. ON CEMER' dimension are not exceeded. zi n i 3. Concreteanchortable: MIN. MIN. CLEARANCE MIN. CLEARANCE Xo• r'nl J-u n 1 zo q'`_q r d; h: o n J' JJILIIIIMTTP. HEAD 3 11 1 111`\ z d o 0 LOi Lnv •: z 0 MASONRY J JAMBS z m e OPENING n E mcp p c a i In7xvt aa`T J Va 4 CZ HINGE DETAIL eW a o / Z Y FRAME 0 m 2 ncl G 2gO 3 tt L W n G i r` W K IX BUCK u It. F G x> TYP. ®SILL1 Vm4 LATCH i DEADBOLT DETAIL n Z ci h EA HINGE JAMS FRAME ANCHORING STRIKE JAMB CONC2FrE ANCIIOR NOTES. Mosonry I X buck cotulrUCibn tF 1. Caroete ottcJwr bcofbro or the Cornem owy Do od]ujtcd to maintain the trio p edge dale 10 monatlehls. 2 Cotwehf tat J— bocahms w:ad at 'MAX. ON CENIER• twit be of1/uNod to ntmaian Ih• rrJn. otlpe tlNU1K• to mortar)—h. Otldtgrtel co olo att[ftan W MY bo fequi'•a 10 oretlo the -MAX. ON CENIER• dblenflon are not frlCOetlad. N Q F 3. got.,.anchor rode: f] A O = L u b11E 02/16/12 ° z SCALE N.T.S. ° owc Br: JK fo c a. n. LFS 3 auxixc w.: a WOODSCREWWSTALLATIONNOTES' fl-157.13.27 N 1. Moht101n O nifflUR1 J'/W edge ablonce. I' and dblance. A I.O.G. spacing Of ItsK06a' 7woodsctwtoprvanltheW611gofwood 0 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CIEARANCF SIZE EMBEDMENT MASONRYfOM i0 ADJACENT TYPE EDGE ANCHOR IIw IArCON SN• to/ r a• ElCOULIRACON lµ' 11/P 1• NY' rArcoN 3/u• Iaa• r I•I/r BILL OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55 WOOD 2X BUCK SG >= 0.55 WOODFB1/4" MAX. SHIM SPACE 1/4" X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2.3/4" PFH ITW CONCREIE SCREW STEEL G 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4' PFH ITW CONCRETE SCREW STEEL L A 10 X 2-1 /2' PFH WOOD SCREW STEEL M 49 X 2-1/4" PFH WOOD SCREW STEEL 7 FORCE 5 WEATIIER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 N9 X 1" PFH WOOD SCREW STEEL 11 119 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES (780) STEEL 20 FINGER JOINTED PINE FRAME, HEAD S 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 OUISWING BUMP THRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP U3628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.086-THICK) FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH d HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND SILICONE i.56" I = OTC: .t n i:g I 24,r --h— 213' i o D HEAD i SIDE lilll IL 9 N i Jor 1, a v o d { 4 cZEc 33 ADJUSTABLE INSWING THRESH LD u p Z n 4.66' o amp4 Oo I o do n 41 P01 fib-)arb 4.56' _ I I ADJUSTABLE INSWING IHRESHOlO 4.68' I o N = I n o+rt- 02116112 SME: N.F.S. I — f Mo. BY. JK i OUTSWING B LAP THRESHOLD 1 un w LFS 31 pµAMD aD. a FL— 15213.27 swn —L or 7 2/1512017 Florida Building Code Online n2 u r ssional Relaulationr t: 8CIS Home Log In User Registration Hot Topics Submit Surcharge Slats d Facts Publications FBC Staff BCIS site Map Links Search b!&da V Product Approval Z. USER: Public User T'ir rr YJrn Product Approval Menu > a•tldprn or Appilcatian S±arc > Applirntion Ust > Application Oatail FL # FL15332-113 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 M1 Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd. com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE- 62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R3 COI FLCOI.adf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.foridabOlding. org(pr/pr_app ol.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFhp/o2faEitmE4iG2JPrlRxMwp/o3d%3d 1/3 2/1512017 Florida Building Code Online Date Submitted 10/ 29/2015 Date Validated 10/ 30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/ 15/2015 Summary, of Products FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- j REINFORCED i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 lI 08-00500D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FU5332 R3 AE 510807C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 Il 08-00498D.odf j Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-02248B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 5129688.0df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD I SERIES 420 ALUMINUM SGD REINFORCED OX, X0, XX REINFORCED 96"x96" Limits of Use I Installation Instructions Approved for use in HVHZ: No F1,15332 R3 11 08-022498.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Pdf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use I Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-02250B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 5129708.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX SGD 196"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00499D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM, SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00501D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 https://www.foridabuilding. orgtpr/pr_app d.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxfvlw%3d%3d 2/3 2/15/2017 Florida Building Code Online Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes Evaluation Reports FLIS332 R3 AE 510808C.odf Created by Independent Third Party: Yes 15332.8 'SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD j Limits of Use Installation Instructions j Approved for use in HVHZ: No FL15332 R3 If 08-00503D.Odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510810C.Odf PRESSURE RATINGS Created by Independent Third Party: Yes a.tc4 Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. Coovnght 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275( I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F S., please click here . Product Approval Accepts: Credit Card Safe https://www.fioridalwilding.orglpr/pr_app_dtl.aspx?param=wGEVXOwIDgtH8572gvdW Idku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3d%3d 313 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1I. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS REVISIONS DESCRPTION DATE /JPROJEb ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SIGNED: 1210612013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD X%111111111' R 1p fiCARROLLTON, TX 75006 GENs ,p' w_ 1SERIES430/440 XIX SGD 143" x 96" REINFORCED y.({ky, NOTES 97-7M, Toff,$$$ FS c[ORIOP G0' DRAWN: owc No. REV 08 C S OIIIA1111 a` KAU NTS aT[ 02/23/09 S"EE'03OF 9 143" MAX FRAME WIDTH ANCHORS TO BE 6" MAX - - EOUALLY SPACED - - 6" MAX 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED MAX 96" MAX FRAME HEIGHT 6" MAX X I X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE +25.01-28.8PSF NONE WITH 2 1132' SILL WITH 1112' SILL SEE CHARTS N 1 AND a2 FOR OTHER UNITS RATINGS SEE CHARTS a9 AND a4 FOR OTHER UNITS RATINGS 6 15/16" 2 1 I/ 32_ i 2 1/32" SILL ALUMINUM 6063-T5 055 THICK CHART a1 WITH 2 1132' SILL WHERE WATER INFILTRATION RESISTANCE IS RFOUIRFD SEE NOTC 9 SIIEET I aEV1S10N5 DESC1h 11e" 011E •PPRDYED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. CHART/3 WITH 1112'SILL WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design prosarr0 chart (psl) F. am Sit& Panel oral Taal Fr an Wdln(n) I yhl 30.0 1 30.0 42.0 1 47.7 90.00 Pas Nag 1011.00 Pas Nag 120.00 Pas Nap 143.00 Pas Nap 11.0 40.0 600 40.0 57.9 40 0 52.0 40 0 410 88.0 40.0 600 400 54.6 400 1e9 100 a50 f2.0 40.0 59.6 4o.0 51.7 40.0 1 45.1 1 40.0 1 42.3 960 400 56.6 400 a" 40.0 43.7 100 40.0 CHART 62 WITH 2 1132' SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Desgn prassure chart (pso Rarrrr S-4110 R.-I.n d T AnI F-%Mali An) LWiphl 300 is.* 42.0 47.7 ar) fo.00 Poa I Nap 108 I Pai 00 I Nap 126.00 Paz Nq 143.00 Pa Nap 84.0 a0.0 60.0 57.9 2 1.0 520 43.0 4a.0 a a00 a00 N.e s4,e 4a.9 18.9 45.0 45.0 f2.0 590 1 595 1 51.7 1 51.J 46.1 46.1 42.3 42.3 a60 560 66 49.0 40.0 43.7 437 40.0 40,0 6 15/16" 1 1/2" 1 1/2" SILL ALUMINUM 6063-T5.055 THICK Design presarre cM21 R.- Suyllu R 4 ed TuIth (n) IW 0r1 30.0 360 47.7 1n) f000 Pea Hap 10, Poa 00 Nap p 143.00 Paz Nap a40 250 17a 250 41.7 1 150 111 1.0 250 152 250 39.7 2 250 32/ OL0 25.0 42.9 250 37.2 2 2S 0 70.594025040725035.3 4 250 2a.e CHART a4 WITH 1 112' SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psp Farm Sag11 Pad and Total From W ah (n) IHghl 300 341.0 42.0 47.47 to. Poa I Nov 108.00 Pas I Nap 124.00 Pas I Nag 143.00 Poa I Nap u.o u.e 4te 1.7 1.7 s4s s/s 1a.0 15,2 45,2 39,3 39.3 35.2 5.2 31132.1 114 12.0 42.9 42.9 37 2 37.2 33.2 33 2 30 5 0 53 6 0 40.7 1 40.7 1 35.3 1 35.3 1 31 31.1 1 28.8 1 289 CHART 5 Number of anchor loafIons requlrod Frame Sergio Panel and Total Franc 1MDh (n) Mcyh1 30.01 3s o 42.0 477 Inl fo H65 o I Jamb 1080 I Has IJamb 126.0 HaS Jamb 1410 HLS Jamb 840 a a 7 a 0 9 0 aa.0 a 6 7 6 a 9 a f1.0 a a 7 6 a 6 6 f6.0 6 a 7 a a a a MI WINDOWS AND DOORS LLC 1001 w. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 1 08-00503 SC11E NTS 017E 02/23/09 1 s"EE12 OF 9 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW R I O WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOIYN FOR CLARI TY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE J10 WOOD SCREW SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK l BY OTHERS 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE REASONS REV I OESCRIPTION WE OPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA LION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN. OWC No F.A. 08-00503 ME NTS WR 02/23/09 SK"3 OF 9 O r7 TAT 5EOF ORM" METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITII AS TM E2112 1/4• MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 /4" MAX. I~ SHIM SPACE 7/8" MIN. EDGE DISTANCE INTERIOR RID SMS OR SELF DRILLING SCREWS 0 BE SET IN I OF VULXEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS REVISIONS REV I ESCRIPTION DATE APPROVED A ADDED CHARTS 03/136/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L cil 3-p EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAL I ATION III WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SCD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: OWG NO. F.A. 08-00503 NTS "TE 02/23/09 5"'O 4 OF 9 RE%nQK5 2 1/2 MIN. REV OESCRVTION OMTE 0 EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/1.5 R.L. 1 1/4" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. a EMBEDMENT 1 1/4" MIN. _ _ 1/4' MAX. EMBEDMENT I I I SHIM SPACE CONCRETE/ OMASONRY BY OTHERS 2 1/2" MIN. OPTIONAL EDGE DISTANCE IX BUCK INTERIOR a ElTOBE 1/4" MAX. OPROPERLY SHIM SPACESECURED 3/16' TAPCON . SEE NOTE 3 SHEET 1 3/16' TAPCON a' CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR • ° SILL r0 BE SET IN EXTERIOR A BED OF VULKEM 116 3/16" TAPCON CONSTRUCTION ADHESIVE OR EOUAL JAMB INSTALLATION DETAIL SEE SHEET 2 OPTIONAL 1X BUCK CONCRETFIMASONRYINSTALLATION MASONRY/ FOR SILL OPTIONS TO BE PROPERLY CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES: 1 1/4- MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 2 1/2' MIN. EDGE DISTANCE III WINDOWS AND DOORS LLC it' 11L,,,TYi/ 1001 W. CROSBY RD 0 CARROLLTON. TX 75006 ` •GENSF SERIES 430/440 XIX SGD =*• I 1 0,.8125 yt 143E 96" REINFORCED FRAME INSTALLATION DETAILS p Qf`,• TAT OF oRAwN. URI; mm Rav i'° c(ORIOP;• : F.A. 08-00503 C x"EE NTS IMIE 02/23/09 1 S"'E' S OF 9 ''I11111111 1 OOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD--" I SCREW EXTERIOR po WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE I 1 3/8 MIN. EMBEQMENT 1 3/8 MIN. 1 /A" MAX. 1/4_ EMBEDMENT I SHIM SPACE MAX. SHIM 1 SPACE 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISIIES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIME-1ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 EXTERIOR ItEmsAgs DESCmpnOM DATE uppm ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. INTERIOR UE1 I. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS WA". OwG Il0 F.A. 08-00503 CYE NTS °"E 02/23/09 1S.EE16 OF 9 off v GENSF9iP 0„61251 t' oTAiE OF ; ry METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DCSIGNCO IN ACCORDANCE WITI I ASTM E2112 I Lnwn 1/4• MAX. SHIM SPACE I OR 7/8• MIN. LUNG EDGE DISTANCE k10 SMS OR SELF DRILLING SCREWS 0 BE SET IN 1 OF VULNEM 116 RUCTION ADHESIVE UAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS 1/4• MAX, I~ SHIM SPACE REVISONS m I DESCRLP ON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAI LATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 145' x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. OWD No. F.A. 08-00503 SCA E NTS 0'TE 02/23/09 ISKET7 OF 9 IC/0 D 5 *= T OF w i0•. PF• c[0RVDIt• i': r'ONA j1EaG\ RMSIONS CONCRETE/ 2 1/2" MIN. REV DESCRIPTION DATE AroROVED MASONRY EDGE DISTANCE A ADDED CUARIS 03/06/12 R.L. BY OTHERS I B REVISED PER NEW TESTWG 10/15/13 R.L. 4 • 4• 1 1/4" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. e . EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACEI OOPTIONAL 1X BUCK TO BE 2 1/2" MIN. EDGE DISTANCE INTERIOR PROPERLY aESNOTEE331/ 4" MAX SHIM SPACE o SHEET 1 3/16" TAPCON FI 3/16" TAPCON n I n EXTERIOR 3/ 16 TAPCON -\ MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION INTERIOR CONCRETE/ MASOI BY OTH SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS 1 1/4" MIN EMBEDMENT 2 1/2" MIN. EDGE DISTANCE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE' MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY O FHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW ORO NO F. A. 08-00503 SCALE NTS 02/23/09 1 "EE18 OF 9 o G E N 081251 TTA( T[FrE OF 0 ; L. 1ORI'Dt • iiS/ 0N'A 11iaG\ 1 5/8 MIN. EDGE DIST. I --- TRIM ' 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS IX BUCK BY OTHERS. HOOK STRIP f 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR a --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRE7E INTERIOR TRIM 1 }/B' MIN. EMBEDMENT I HOOK STRIP wooD SCRSCREWLLEXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKAVOOD FRAMING REVISIONS DEStRDnON are APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP SELF DRILUNC SCRSCREw PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. HERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALAN F BY OTHERS TO BE DESIGNED IN ACCORDANCE LVITH ASTM E21 12 MI WINDOWS AND DOORS LLC L111111II,I' CARROLLTON, TXB75006 J\GEt4 9'p ` 0+' 5% SERIES430/440 XIX SGD 143" x REINFORCED HOOKOK INSTALLATION LATIONDETAILS po•• $$FATE OF F•( pR10• LWAKNORCNo. REv 08 C SSIONAjliav` lcA' NTS "" 02/23/09 sN n5930F 9 r, 2/15/2017 Florida Building Code Online BusinessA Professional Ret a r BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff Bcis Site Map Links Search b r aa-- IUSERFroclur-, Product Approval Public User Y . ApprOVal Menu > Product or ADolication Search > ApplicpGan List > Application Detail FL # FL19715-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com on Berrian Jonberrlan@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https://www.floridabLdlding.org/pr/pr_app gti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfoPly6gPoEN%2be8TXyGDYCiAw°/u3d%3d Year 2011 2008 1/2 2/15/2017 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. 1 i 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 FL19715 RO If SWD002 SS 2016-06-22.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida... Privacy Statement :: Accessibility Statement :. Refund Statement Under 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 not send electronic mail to this entity. Instead, contact the office by phone m by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approva l Accepts: wyc. ®w Credit Card Safe https://www.0oridabuilding.org/pr/pr_app_dU.aspx?parain=wGEVXQwtDgtvA%2bxinzklhGufBV5nRNM(oPly6gPoEN%2be8TXyGDYCiAw%3d%gad 212 INSTALLATION NOTES' 1. ONE (1) INSTALLATION ANCIIOR 15 REQUIRED AT EACH ANCIIOR LOCATION SHOWN. 2. THE NUMBER OF INSIALLAI ION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF IHE MAXIMUM SIZE LISTED. 3. INSI ALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION d. SPACING IN 111E ANCHOR LAYOUT DETAILS I E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULAIIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIMAS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5). MAXIMUM ALLOWABLE SHIM SI ACK 10 BE 3/81NCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS, SALMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 1118 WOOD SCREWS OR 11 GAUGE ROOFING NAIL S OR 10d COMMON NAILS OF SLl ICI T LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSI RATE. INS] ALLAI ION SMALL MAINTAIN MIN. 3/8-EDGE DISTANCE. 6. FININSTALLATION: FOR INSTALLATION INTO METAL SIUD USERS SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREAD PEN RA I N BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTAILATION INTO WOOD FRAMING USE KIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCII MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER JEW IAPCONS OF SUF FICIENI LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4- EDGE DISTANCE. 5. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND ME IAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED 10 STUCCO, FOAM, BRICK VENEER, AND SILTING, I INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MA1 ERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHEIL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACIURER'S INSTALLATION INSTRUCTIONS, AND ANCHOR$ $HALL NO BE USED IN SUBS I RATES WITH STRENGTHS LESS IHAN THE MINIMUM $TRENGIII SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLEI ION ANCHOR CAPAC111ES FOR PRODUCTS HEREIN ARE BASLU ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVIL Y OF 055 B. CONCRETE -MINIMUM COMPRESSIVE SI RENGTH OF 3000 DST. C. GROUT -FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2D00 PSI AND GROUT CONFORMS TO ASIM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 PSI. D. HOt LOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47 A MIL (0,0478• of 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. AIUMINUM•MINIMIIMAILOY6063-TS MINIMUM WAIL THICKNESS OF 1/16-. MIN. 1/2- EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 5TH EDITION 12014) FLORIDA BUILDING CODE (FBCI. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.S,2/A44003111 2. ADEQUACY OF [HE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAW WIND FORCE RESISTING SYSTEM CAPABLE OF Wit HSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHL AREAS, IN HVH1 AREAS, ONE TIME PRUUUCI APPROVAL TO BE OBTAINED FROM MIAMWADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCI IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. A. GLASS MEETS THE REQUIREMENTSOF ASTM E 1300 GLASSCHARTS SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS VERTICAL HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (TF4R000H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFI6. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36' 84' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50/-50 PSF NON IMPACT 38' 77' 1 O/X 35 -35 PSF NON IMPACT 44' 62' O/X 50 / .50 PSF NON IMPACT 45' 72' O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20/-20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 3.75' DIX (ORIEL) 35 / -35 PSF NON IMPACT 49' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 62' O/X-O/X 35 / -35 PSF NON IMPACT 72' 84' O/X•O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 77' O/X-O/X 25 / 45 PSF NON IMPACT 8P 74' O/X-0/X 35 / -35 P5F NON IMPACT 96' 74• O/X-O/X 30/-30 PSF NON IMPACT 108' 62• O/X-O/X.O/X 50 / -50 PSF NON IMPACT 108' 72' O/X-0/X-0/X 50 / -50 PSF NON IMPACT LOB' 84' O/X.O/X•O/X 25 / -25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44-05'00' Silver Line Andersen InDA R.AAA 44 O!f SILvERILE RR:YE NOIIM YW5.I' IQ 0R I (J]H u! I XXI it W n Im J ul o Z 0 0 u In DW& u: SWD002 SHEET: 'I OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' -- WIDTH 48' —_ 1nAildCESl111 4 4 4 5 Ir ONE S:Lvm D4 O.FYE NOIIiN YIKSWfR NJ OItli F,,, p fT N•. I>NI a>ImJ F O, n 0 3 4 HEIGHT96EMAX. FAM MAX. FRAME S ? N < < HEI6HT 96' w QUALIFIED CONFIGURATIONS N o ; s ARCH TOP CONFIGURATIONS FOR ALL 2901.4901 RATINGS, SINGLE UNIT CONFIGURATIONS , X, d w a A O A D 5 , 5 Tm ELEVATION SINGLE HUNG WINDOW ELEVATION zSINGLEHUNGORIELWINDOW O H Z V) 0 H ooCCMAX. FRAME WIDTH 96• MAX. FRAME V B E WIDTH 108' w LU 4 5 QUALIFIED CONFIGURATIONS B E DC 5 ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS Fes• f O 4^ 4 C... • D • D• O• C MAX FRAME M91 HEIGHT 74" - MAX FRAME •X' 'X' 'X' CS' •'••,, • i ? HEIGHT 84' will PR F`` rr i 2 s ry Z N x u Zo93u ELEVATION 5 ELEVATION DWG tt: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C A I DOO i SHEET: 2 of 6 2• MAX. FROM CORNERS I I" MAX. j O.C. II' MAX. O.C. Y MAX. FROM I I^ I I^ 4 1/2• MAX CORNERS O.C. 4 1/2" O.0 J L 2• MAX. FROM CORNERS 2FROMwOlE++'••T LM1S+fy50 •SE v ul uJn Eo x+x •• or FROM a+. J.uu.,ra mu CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6• MAX. -- I~ 1FROM 20' MAX. CORNERS OC 6' MAX. FROM I I~ CORNERS 20" M O c. L 6' MAX. FROM CORNERS I ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/ 6' MA FROM CORNERS I Imo_ 4 1/2• MAX. OC ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I'MAX 6' MAX. FROM III —I I OCCORNERS 6• M o.4 Immoll I'MAX. I I 6• MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6• MAx. FROM I I 123/4' MAX CORNERS O C. Ell 16 L lz' MAX. O.C. SilverLine InMdux:n of brLMLWE ONTW 1piM Fi1M5WLC[, N: Q1NJ J1t IJy]I+Jf.NW 3 O M LwY jq N r nzr5g;yx 3 0 eVlb i c mH) O Z Z W= T p H m Zi uJ m a Z a 0Wm a H p v / m O H o H iLu u DC a FRI rt1 T111 T Wm ANCHOR STRAP 6' MAX. •'; " m P/N 50-2995-2 FROM ANC740R STRAP 3 f = i v Z SEE SHEET 5 FOR DETAILS CORNERS P/N 50.2995.2 o p v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT ANCHOR LAYOUT SWD002 THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 OMNI CONCRETE/MASONRY BY OTHERS 1 1/Y MIN EMBEDMENT CAULK BETWEEN - • , CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ° . a ' 2X WOOD BUCK BY OTHERS ' SEE SHEET 6 FOR CONNECTION DETAILS 3/E' MIN EDGE DIN 8 WOOD SCREW INSTALLATION ANCHOR .......... EXTERIOR FINISH BY OTHERS I/4' MAX PERIMETER / SHIM SPACE SEALANT / BY OTHERS I UNIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 VERTICAL SECTION Q / HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 i EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 BY OTHERS 1/4" MAX. EXTERIOR FINI5H SHIM SPACE BY OTHERS BWOOD SCREW INSTALLATION ANCHOR 3/8" MIN. EDGE GIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS e CAULK BETWEEN a. CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT A VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN SilverUne In/ Lldelxal ors• 000.s 1/ 4" MAX. MIN. 3/8" ED6E DISTANCE Mk 5rLWILIT* DLwE r+ a uwsmn. w awx rr. vs» isuno m SHIM SPACE I g z N z 00 d3 SASH REINFORCING" O V„ zz. mW < y SEE SHEET 6 FOR REQVIREMENT5 MIN. 3 THREADS N W v "' m .. m ^• SEE GLAZING PENETRATION BEYOND a j < DETAIL SHEET6 METAL STRUCTURE N + m o Lu INTERIOR B 6R. SSELF-TAPPING SCREW a T INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS H z O. A. O r UNIT H a WIDTH u W ui DC HORIZONTAL SECTION 4 JAMB - METAL STUD NAIL FIN li m A m J N as 3 _ vZ Oo tn DW6 #: SW0002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS ' CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS '. PERIMETER SEALANT—/ — BY OTHERS / 0 A. EXTERIOR ( / UNIT / HEIGHT SEE GLAZINGIDETAIL, SHEET 6 J 3/4' MIN EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. CONNECTION DETAILS SHIM SPACE r SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2' MIN DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX. SHIM SPACE INTERIOR 1 VERTICAL SECTION HEAD - 2K WOOD BUCK 1' THROUGH FRAME SEE GLAZING _\ DETAIL. SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS ANCHOR STRAP. AT TWIN 6 TRIPLE CONFIG. ONLY. SEE Lt'Rr6HT PLAN VIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT FOR INSTALL. REQ. 1/4' MAX. SHIM SPACE EXTERIOR FINISH BY OTHERS ° • • 1 1/4' MIN EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON • ' •• .. INSTALLATION ANCHOR 4 1 3/4MIN EDGE 015TAWE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MTN. 1/2' ED6E DISTANCE 10 6R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVSE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION 5 JAMS - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. 40000--40000 2. 0000 t 2.0000 0. 0620- 4. 0020 0. 5000 ) 2. 3750 0. 7500(2) 3.0000(2)— 60000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.299521 OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MTN. I- I/2' EMBEDMENT, MIN. V EDGE DISTANCE. SilverLine IAloU) l9Sl:ll 0) E 11LIEW1E M l r+ W n14Y Is.Icl IQ MfOf N Vw)15 m= n 0g e zz+ I0ry ' n g S 8 Z p oo < W j b v Z m< Lu t N T CJ < w i uwj WumNZ< w O Z € W a J7ia W r m V) coJ V) Z " u 2 a$ 3 v) 0 DW6 #: SWD002 SHEET: 5 OF L EXTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR INTERIOR 5MALL' FRAME -LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS, HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84. (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (0/X). DESIGN PRESSURE •/• 50 PSF 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (OIX•O/X), DESIGN PRESSURE •/• 35 PSF 76 X 72, (0/X-0/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- STEELINTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/• 35 PSF 0-STEELINTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 62. (O/X-O/X). DESIGN PRESSURE •/- 35 P5F w SilverLine NOTE: Innl ldel— L'11 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQVIREMENTS r4lOUTLINEDINCURRENTFBCANDASTME1300 GLASS LOAD RESISTANCE. I 5/8" O.A. 16. GLASS mf sn ven trr mvE rdnl uwswta, w na+ IN-(M)•151= I 3 w Z R Hop a 3 C< O ^z ofce e EXTERIOR / INTERIOR z L+ Z MIN. GLASS w, Z CO m -+ z O0 i BITE 1/2' N 3 W' w c 2 $_ 1/8' SETTING BLOCK n _ w n F GLAZING DETAIL I o 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 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 1 1 1/4' MIN EMBEDMENT 2' MIN EDGE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL l[l hTm 1'ci O N 3 ---t S F V Z0ovh DWG #: SWD002 SHEET: L OF L 2/15/2017 Florida Building Code Online 6t UG Busing &;a +ul lion 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FOC Staff BCIS Site Map Links Search Florida 5 Y y.A` Product ApprovalUSER: Public user Product Approval menu > rndurt or Aoulication Soarrn > Aoollrjtion List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE, pdf Referenced Standard and Year (of Standard) Standard YLd.[ AAMA/ W DMA/CSA 101 / I. S. 2/A440 2011 AAMA/ W DMA/CSA 101/ I. S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:/Amww.floridabuiIding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgLLZRi59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iygGAA%3d%3d 115 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Equiv FL 14918 R3 Equiv of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/201S Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 Page 1 / 2 FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 I Extruded PVC Picture Window I Limits of Use I Installation Instructions Approved for use in HVHZ: No F114918 R3 II Ins, 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918. 1.pdf Building Products, Corporation (See 14918.1 - 2010 FBC I Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 ; b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 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 Parry: Yes particulars. i 14918.3 j c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin 1 "Weather Stopper'"" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.pdf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 i with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No I 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: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC I Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 : e. Series 2900/4900 Models 2942- I Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.5.odf https:/twww.noridabuilcing.orglpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%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 i 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II [nst 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 i FL14918 R3 AE Eval 1491.8.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 H Inst 149t8.7.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. I 14918. 8 h. Series 2900/4900 Model 2941- I Extruded PVC Picture Window 2951 / 4941-4951 I Limits of Use j Installation Instructions Approved for use in HVHZ: No 1 FL14918 R3 If Inst 14918.8.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 14918.8 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product'! Created by Independent Third Party: Yes particulars. 14918. 9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 10 I j. Series 2700 Model 2780 1 Extruded PVC Picture Window with Nailing Fin i Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. f 14918. 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 lI [nst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https:/ twww.floridabUlding.org/pr/pr app dill.aspx?param=wGEVXQwtDgLLZRI59%2fDrx2300PLxr2KHVAY2g3r%2b1%2fkKQkbg8iygGAA%3d%3d 315 2/15/2017 Florida Building Code Online additional use limitations, installation Instructions and product FL14918 R3 AE Eval 149t8A2,pdf 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 II Inst 14918.13.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 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 1 n. Series 5800 Model 5840 I Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No I FL14918 R3 li Inst 14918.14.odf Approved for use outside HVHZ: Yes ! Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports j Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf iadditional use limitations, installation Instructions and product Created by Independent Third Party: Yes j particulars. 14918.15 1 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 1I Inst 14918.15.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf i additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. 14918. 16 i p. Series 5800 Model 5810 "Weather i Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin I Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 149t8.16.odf 1 additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918. 17 ' q. Series 5800 Model 5810 "Weather i Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use I Installation Instructions j Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any 1 FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918. 18 1 r. Series 3000/3900 - Model 1 Extruded PVC Picture Window with Nailing Fin 1 3051/3951 j Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 it Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.ocif additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918. 19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/ 3952 , with Nailing Fin Limits of Use 'Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eva[ 14918.19.adf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. i https:// www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgLLZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2f(KOkbg8iy9GAA%3d%3d 4/5 2/15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL149t8 R3 II 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 Eva] 14918.20.odr additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 S rcY Ne<i n n Page l/20 12 Contact Us :: 2601 Blow Slone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer, Copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 45S.27S( I), Flonde Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine d you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/Atvww.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwIDquZRj59°/a2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbgBiy9GAA%3d%3d 5/5 SilverLine" byAndersen r4l, WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES I. This product has been evalualed and is in compliance with the 51h Eddiion (2014) Florida Building Code (FBC) structural requirements excluding the'High Velocity Hurricane lone' (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on defogs. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection INS product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 Typical elevatim design BWes S general notes 2 Horkw1ol & vertical cross secllons 3 Horizontal S vertical cross sections 4 Buck d home anchoring 5 BID of materials, glazing detc9s 3 components OVERALL RN WIDTH OVERALL FRAME WIDTHF=. r 5: inM = xw O J OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSMVE NEGATIVE 7S.48' x 77.48" 72.0' x 74.0" 67.0' x 69.0" G1 50.0 50.0 75.48' x 85.48" 72.0' x 82.0" 67.0' x 77.0" G2 50.0 50.0 99.48' x 57.48' 96.0" x 54.0' 91.0' x 49.0 G2 50.0 50.0 z L: 1 1/09/1 1 = n N.T.S. 5 c BY: KV m er: LFS WC 110: FL-14918.2 n n a 1 ur 5 a 1.1 IA. MIN INTERIOR CAI V(IUR 1 HORIZONTAL CROSS SECTION 2 EXIERIOR INIERIOR eVERIICAL CROSS SECTION 2 g... Z6 T/ G+ O 01 i \i VfC M.. g u 9c; LD EovZ 3a ua. 1 1 09/ 11 SCAIL N.T.S. U-G. 01. KV cwL m LFS DR va NO: FL- 14918 2 S.lr 2 of 5 I v s 41p o °n m i ua o u ii 9 R Y Quv p oa manor 4 O yiyI O i O Gl G2 z z F W Q 3 EXTERIOR INTERIOR y of o = 0 a m m 2 9 V R V, z u 3 o Gl G2 INTERIOR O a oa Z3 0 EXTERIOR wrz. 11 09 11 i swF: N T.S. o CROSS SECTION DN0• BY: KV 0OHORIZONTAL32lVERTICALCROSSSECTIONCHA. BY: LFS ; wt we K0: c 3 FL-14918.2 n wm _ or _ C A. . r, PWAX. MAX. O. C. IYP. 2: u(' `+ * 0 ;J= Q= n O. C. (TYP.) —I--`I e¢jgO 7TYP. --I I lI II a rlrLl * 1111 ON z r IYP. 1 0 1= tv 1 11 TYP. M$ 9 d o a 2X BUCK —\ xa V m' a a f° 4 2X BUCK MASONRY 3 d OPENING d MASONRY OPENING a 4" MAI, z qo U O.C. (TYP.) o v C IYP. 3 L a j a t2 m a BUCK ANCHORING FRAME ANCHORING m MUCK 1 L o m O ti u z ZON n CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortdrjoints. u 2 Concrete anchor locations noted as "MAX. ON CENTER• must be adjusted to v, maintainthemin. edge distance to mottarjoints, oddrlionot concrete onchors may be required to ensure the "MAX. ON CENTER' dvnenvon are rat exceeded. c S3. Concrete anchor table: n_ FRAME ANCHORING z V2X STUD TL. 1 i 09 11 = Ti2% FRAMING TO BE DESIGNED SCALE. N. T. S. ' 3 BY THE ENGINEER OR ARCHITECT a' o a* K V c Y 3OF RECORD BASED ON W WD TOADS AND THE CLADDING BEING USED. LFS ; a FL- 14918.2 0 WOOD SCREW INSTALLATION NOTES:' 1. Montaln a minimum 5/8' edge distance• 1" end distance. 6 1" o.c. spacing of s. L T 4 or 5 n V EwoodscrewstopreventthesphttingofwoodANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT EDGE ANCHOR ITW 1/' 1.1/' iAPCONELCO 1/ 4' 1.1/1" 1' ULiRACON BILL OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FIN BY SILVERLINE H2902' VINYL 2 GLAZING BEAD BY SILVERLINE N2217' VINYL 3 98 X T PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2XBUCK JSG>=0.42 WOOD 8 MASONRY - 3.0D0 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1/4-MAX. SHIM SPACE 10 M8 X 1-1/2' PPH SMS STEEL I 1/4' X 2-3/4' ELCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.421 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 1 STUCCO INSERT BY SILVERLINE 02922' VINYL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 2.95' 0.75' T a 1 16 STUCCO INSERTOptbnd 4N r0. 8, 1 o,-T v OGLAZING BEAD 1 flXED FRAME uuc GI G L GDETAII OVERALL GLASS 5/37 ANNEALED AIR SPACE 5/32' ANNEALED am G2 GUZING DETAIL g go ` w x 00 8 Eo 9 m iy o yn m a, aad i vc ? z OVERALL '^ z GLASSo ow 0 5/ 3Y TEMPERED oz rr u a W ti AIR SPACE j 4— 513TTEMPERED 1 I a o o m a a u: N. T. S. BY: KV or: LFS FL- 14918.2 n 5 or 5 2/15/2017 Florida Building Code Online lit_._ u f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search b a P. ' 3' Product Approval USER. Public User4 Product Approval Menu > Product If ADphraLlpn Serrrh > APPIIfa10n ust > Application Detail FL # FL14918-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I. S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsJ/www.(loridabuilding.org/pr/pr_app d.aspx?param=wGEVXOwIDquZRj59%2fDrx23OOPLxr2KHVtY2g3r%2b1%2IkKOkbg8iy9GAA%3d%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 ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL14918 R3 Equiv FL 1.4918 R3 Equiv of Standards.pdf Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 Summary of Products Go to Page 0 © Pagel/ 2 d m I I I FL # Model, Number or Name Description j 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window j Limits of Use Installation Instructions I Approved for use in HVHZ: No FL14918 R3 II Inst 14918.1.pdf 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.pdf j Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin j 4951 i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL1491S R3 AE Eval 14918.2.pdf Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 i Extruded PVC.Picture Window with Nailing Fin Weather Stopper-" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 [nst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 1491B.4.odf Approved for use outside HVHZ: No Verified By: Lyndonndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.1)df https:/twww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%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 149L8.5.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 I Installation Instructions Approved for use in HVHZ: No i FL14918 R3 11 Inst 14918.6.odf Approved for use outside HVHZ: No I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No i Design Pressure: N/A I Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf i j Building Products, Corporation (See 14918.6 - 2010 FBC j Created by independent Third Party: No version for Historical Documents regarding this Approval) I I 14918.7 g. Series 2900/4900 Models 2943- I Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin j Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.7.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 Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes j j particulars. I 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 I I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 14918.8 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. i 14918.9 L Series 2900 Model 2941-2951 I Extruded PVC "Impact" Picture Window Limits of Use i Installation Instructions Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval L4918.9.odf additional use limitations, installation instructions and product ; Created by Independent Third Party: Yes particulars. I j 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes 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 , FL149L8 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product: Created by independent Third Party: Yes particulars. i 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 lI Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.Ll.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 1I Inst 1s918.12.odfR3IIInst1s918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https://www.floridabuilding.orglprlpr app tl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 I Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions i Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 I Extruded PVC Fixed Window / Transom with Nailing Fin Installation InstructionsLimitsofUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I FL14918 R3 it Inst L4918.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf use limitations, installation instructions and product Created by Independent Third Party: Yesadditional t particulars. 14918.15 ' o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use iApprovedforuseinHVHZ: No Installation Instructions FL14918 R3 II Inst 14918.15.odf Approved for use outside HVHZ: Yes Impact Resistant: No I Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any l FL14918 R3 AE Eval 14918.15.odf iadditionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 ! p. Series 5800 Model 5810 "Weather, Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.16.01' 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 iDesignPressure: N/A Evaluation Reports I Other: See INST 14918.16 for Design Pressure Ratings, any ; additional use limitations, installation instructions and product; FL14918 R3 AE Eval 14918. L6.odf Created by Independent Third Party: Yes particulars. 14918.17 I q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any ! FL14918 R3 AE Eval 14918. L7.Ddf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.18 I r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 1 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.18.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 Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Windowi3052/3952 'with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. L9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.foridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgLLZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 4/5 2/15(2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 fi 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 d © Page 1 / 2 F_,7 Na;tt Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone- 850-487.1824 The Slate of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Pnvacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WiQ k Credit Card Safe httpsJlwww.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%g2fkKQkbg8iy9GAA%3d%3d 5/5 Silvefflhe' rqlbyAndersen WINDOWSDOORS SERIES 2900/4900 - MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES i, This product hos been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the'High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detais. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.12 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this droving require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET DESCRIPTION 1 TvIkoll elevation. de n assures 6 erterd notes 2 Horizonlal a vertical cross sections 3 Horizontal 8 vertical cross sections 4 Buck 8 frame anchoring 5 BB of moterlah, glazIng detail 6 components FLANGE WIDTH 72.0' MAX. OVERALL FRAME WIDTH LD omsM L'1 O O O b f n i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98' x 74.98" 72.0" x 74.0" 67.0" x 69.0" G1 Q,Q 50.0 e 11/09/71 IL' N.T.S. BY: KV L o: LFS THING M0: FL-14918.8 a 1 or 5 in N Z ol4'f O 8 400.1 o °n z ua •: o 9 ttS 9o0a d O Y EEz d 3a b' 2 Gl 3 q cz S' C I c, m N 0 O 3 4 CeEXTERIOR INTERIOR cL of o = a 6 a m U EMB. TYP. O 11 O Lo 9 1 n o VI z3 N 0 Gl INFERIOR I 8 SCALE I1 09/I v c' o SCALE. N.T.S. i O3EXTERIORD. G. pi; 1(y m 1 HORIZONTAL CROSS SECTION 8 2 VERTICAL CROSS SECTION cm. or. LFS a 0. 1A.I.G .o: FL- 14918.8 C 1 Z SKET _ L of 5 p I EMB. TYP. 1Q7 a a` • a N• -3 _o *J 6 m a zoo a On z 9 E` 9ooaOINTERIOR '1 ° v m a a` 1 uz 3a 18 9 G1 EXTERIOR EXTERIOR INTERIOR 3 z eHORIZONTAL CROSS SECTION ( t 1 VERTICAL CROSS SECTION i to 3 Shown w/IXsub-buck 3 Shown w/IXsub-buck u 000 a _ 0I0 i a a Y Ym EXTERIOR INTERIOR EXTERIOR INTERIOR m LnW n O i o • . ^ n u o t 0 sw[, N.T.S. i KV 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 3C.. nn: LFS 3 Optional masonry sA $ Optional mason, siU a wuc w • a FL— 14918.8 n N vari 3 a 8 p e 22.S' MAX. 2X BUC MASONRY OPENING BUCK ANCHORING MASONRY W MAX TYP.) orO.C. TYP.) 1 3 TYP. 2X BUCK 1 FRAME MASONRY 18 SILLMASONRY OPENING-19 d MASONRY SILL t?d 11O 7oO I -O FRAME ANCHORING MUCK CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar/olnts. 2. Concrete anchor locations rioted as -MAX. ON CENTER' must be adjusted to molntdrn the min. edge distance to rnOrtarjoints. additional concrete anchors may be required to ensure the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY TO ADJACENT EDGEEDGE ANCHOR Itw 1/4- 1.1/4' r 4' fA CONo ELCO u 1/4- 1.1/4- 1' 4- ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8 edge distance, 1' end distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. 1X BUCK - FRAME MASONRY OPENING O.C. (TTP.) -71 4V r-(( I Typ18 o 11 r 18 MASONRY SILL 19 MASONRY SILL FRAME ANCHORING IX BUCK 9 A, iLU: a0 u o: 2- o do f0`-un i i.77\\ it W% J > . a mSLhc; O L f° Z 8 3a n.c N.T.S. 81: KV or. Lrs C .o.. rL- 14918.6 IT _L ex 5 OF MATERIALS REM DESCRIPTION MATERIAL 1 MAIN FRAME BY SILVERLINE N52-2151' VINYL 2 GLAZING BEAD BY SILVERUNE N52-2217' VINYL 3 N 10 X 2.1/7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK (SG >= 0.12) WOOD B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING f0 ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I /1` MAX. SHIM SPACE 1 I I /4' X 2.3/4' PFH ELCO OR Il W CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 1 GLAZING SETTING BLOCK 17 1 X BUCK WOOD 18 I/4' X 3.1/4' HWH ELCO OR ITW CONCRETE SCREW STEEL 19 I!4• X 2-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL O ; o s N z 0` w wiV•'•. t i ...` j j n 13 1MK. GLASOVERALL '' FFT II *I ```` c ^ z U N •; O 1 O 14 1 / 5/32' ANNEALED ; E w z m u AIR SPACE l E o Z Q` 6 - 5/ 32-ANNEALED 8 3a 1/ 2"GIASS {II BITE z_ THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED GIATING DETAIL Z, BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 0 aJ o m U in mi o o n a m m 29S f` o0 d n Z I D N 0 a 1, FZ O O O = N p n O z U 2 GLAZING DEAD DATE: 1 1 09 1 1 0 E+ N.T.S. i poxc• e*• KV m C-. ov. LF•S 3 O MAIN FRAME ~w w -. a 1 - FL- 14918.8 0 n9¢ n 5 of 0 BILL 2/15/2017 Florida Building Code Online Business e a My 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FBC Staff BCIS Site Map Links Search Floria rdProduct Approval n USER: Public User i•Y i n Product Approval Menu > nradtxt or Apoliration Search > Anplicgtlnn List > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence, PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL131.92 R4 Eauiv ASTM C1186 EDuivalencv Signed.pdf httpsJ/www.floridabuilding.orgtpr/pr_app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHI104CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # Model, Number or Name I Description 13192.1 I Cemplank Lap Siding fiber -cement lap siding Umits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 11 ER RIO-2553-15 Plank metal wood.pdf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO-2577-15 Plank to WSP Sheathina.odfImpactResistant: N/A FL13192 R4 11 Install CemPlank Siding.odfDesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.pdf 0122.04. Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports i FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing .Ddf FL13192 R4 AE NOA 15-0122.04.pdf t Created by Independent Third Party: Yes L 13192.2 I HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 11 ER RIO-2553-15 Plank metal woodxp f Approved for use outside HVHZ: Yes FL13192 R4 lI ER RIO-2557-15 Plank Shingle CMU.gdf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 II Install HardiePlank Siding.pdfDesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 lI NOA 15-0122.04,odf 10122.04. Verified By: Intertek Testing Services NA Ltd. I Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP 5 eathing.odf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes i 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 lI ER RIO-2555.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 lI Install HardieShingle Siding.odf Impact Resistant: N/A Design Pressure: N/A Other: 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.pdf Created by Independent Third Party: Yes 13192.4 i HardieShingle Panel fiber -cement notched shingle panels (straight edge, i staggered edge, half round edge) 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: i Installation Instructions FL13192 R4 11 ER RIO-2555.15 Shingle metal wood.odf FL13192 R4 Ii ER RIO-2557-15 Plank Shingle CMV.pdf FL13192 R4 iI Install HardieShingle Siding ndf 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.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party: Yes 13192.5 I Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal evood.odf httpslAwww.floridabuilding.org/pr/pr_app_ol.aspx?param=wGEVXQwtDgtsk%2bGnULA7ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 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 II ER RIO-2557-15 Plank Shingle CMU.odf I FL13192 R4 li ER RIO-2577-15 Plank to WSP Sheathing Ddf FL13192 R4 11 Install Prevail Lap Siding.odf FL13192 R4 11 NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 37e'a Yext Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address of they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MEJ a :tR Credit Card Safe htlpsJtwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGIVXOwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardiePlank, Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 MR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS' PRODUCTS 'lsil rrvivyJameshardie cant for the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL— ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HAROIEZONE" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 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: I & CUTTING INSTRUCTIONS Store flat and keep dry and covered prier to installation. Installing siding wet or saturated may result in shrinkage at bull joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS INDOORS 1. Posd'on cur'ng stator so [hat vdrd vil Nov dust avray from duet 1. Cut arty usirg score and snap, or shears (manual, electric or preumatic). arts od•ers in forking area 2. Position curing station in well -ventilated area 2. Use cre of Jie followr(j methods: a. Best: i. Score and snap n Shears (mant:al, e'ect(c or pretmatic) - NE11ER use a pourer sa:v indocrs b. Paaef: i. Dust reducrg circular sav ernupped clear a - NEVER use a circular saw trade that does rat carry the Hmd'e6!adfe saw hlade lmdarrark HardeB adZ saw b'aW and HEPA vacuum extmdtion NEVER dry screed - Use wet suppression or HEPA Vacuum c. Good. i. Dust reducing ocular w r with a Harde& a saw blade dry use for law to moderate curuno Imp ,tart Note: For malamum prowian ('a.•rest respralo!e dust production), Jaires Hardie recommends ahvays usirg -Besf"-level cut rig methods Ytere feasbte. NIOSH-approved resprators can to used in con u acri crdf above cuang practces m further reduce dust erpostres. Additional eyposwe infonnaeon is awrdable at im,Av.iamesharde.o am to he'p you determine Ma most appropriate cuttingur omed.od for yob requ rernents. III concern still exists about a pasure terels or you do tit campy "In are above practces, you srtated ah.•.ays cons0tI a qualified vidustiial hygierst,;r ccritarx James Haute far further infamar'on I — - GENERAL GENERAL REQUIREMENTS: ' HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSS 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 anti, iamehardie cam 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 Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie products, such that they may remain in contact with standing water, crater -resistive oartler let -in hmcin9 HardiePlank lap siding may be installed on flat vertical wall applications only. oh• vooa or 24" o.c. rnax. For larger projects, including commercial and multi -family projects, wrhere the span of the OSB sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie' Siding Products" at www.JamesHardie.com. DO NOT use stain, oil/alkyd base paint, or powder coaling on James Hardie' Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure2 Nail iine (If nail line is not are required by code (as referenced 20091RC st"d present place R?03.3.2) fir uu fastener A. Joint FlashingJames Hardie recommended beI' from toE1' from topv2llr- 6. Caulking' (Caulking is not recommended resisdve Narl loin of plank) for ColorPlus for aesthetic reasons as the barrier Caulking and ColorPlus will weather edge at plank differently. For the same reason, flashing do not caulk nail heads on HarrdeZ-one" ColorPlus products.) Ila¢fiePlank'strling C."H" jointer cover install olan'its in moderate contact at bull joints crater -resistive barrier fastener Install a t 11a' 3larter stria to ensure a consistard plank ancya leave aDOropriale gad behveen planes and trim. then catdk.... Note: Field painting over caulking may produce a sheen difference when compared to the field painled PrimePlus. 'Refer to Caulking section in these Instructions. For additional information on Hardiew.hao' Weather Barrier. consult James Hardie at t -866-4Hardie or cr.•Av.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie' products contain respuaole cry,stalhne silica, which s movm to the State of Cotiforrua to cause cancer and is considered 14' u:RC and NIOSH to De a cause. of earner front some occuoatfonal sources. Breathing excessive amounts of resokable silica dust cant also cause a disabling and potentially, fatal lung disease called sditOSs, ana has been finked oath diner diseases. Some studies suggest smo'cir(jmay incrzase these r's s. During mstalLlGcn or luial rig• (1) :fork in outdoor areas with amide venWatuon;12) use filer cement shears for cutting or, where not leasrok, usz 3 HaraieBlade' sate Made and aust-reatrcing circular sa,v aneched to a HEPA vacuum: t3) v,arn others in the immediate area: (a1 •;rear a oraoery-nned. filOSH-al orovel dust mask cat respirator (e.g. N-95) In accordance .vnh aooticao4: governman regulatiora and m rnuracauw nsuuchans to twther rinnf rtspuadlz su6ra a postues. During dean-uD. use HEPA vacuums of ere[ cleanup n•ethocis - never (by sr,eeo For further information. Teter to atu uutallaaon insuudions aria Alaterial Sarery Data Sheet aciWbfe 3t :due jameshardlle.com or by caltirg 1-800.91,ARDIE (1-B00-9•12-73-43). FAILURE TO ADHERE TO OUR WARNINGS, AISDS. AND INSTPIJATION BIS i RCCTICNShIA( LEAD To SERIOUS PERSONAL INL ILRYOR IDEA TH. 4 --•_ HbIl1l9- PIr4 b1IJ o CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing As requlred bylRC,code min 41 x 4" y Min. y" ,rDonotcaulk `•;, in 1" 2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Z-FI hing Mi i* 2" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valle /Shin le Extension O y; . I FxE nd?shingl ec 'ii9f t" outs' rm tp1:r>?`scia W ram•- Ya" Z- FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank = lap siding products. Face nailing should onhj be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head of equivalent (No. 8 x 1 114" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast' nails or equivalent (0.10" shank x 0.313" 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 1 5/8" long x 0.375" HD). 2, Figure 15 O C In — FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-13 x 1-5/3" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.22 i" HD x 1.1 /2" long)' Figure 16 24" — O C ma. Minimum overlap I 1 im• min for Both Face ovenao Nail Line 1 and Blind Nailing , r Blind Nail 1 min. 1 1/4" I o 0 overlap - face nail fI Water P.esisuve 1 1 water+esistive 1 114-Inln Barner Darner ovenap Laminate sheet to be removed Immediately after installation of each course for ColorPlus° products. Amen face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and when considering alternative fastening options refer to James Hardie's Technical bulletin UST6 17 - Fastening Tips for HardiePlank' Lap Siding. HSIII19-P214 6/13 GENERAL FASTENING REOUIREMENTS 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. klanufacturers of ACO and CA preservative -treated wood recommend spacer A 19. 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). materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach ® ® countersunk, lq!s 0kllpHardieTrimTabstopreservative -treated wood shall be of hot dipped fill & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas whera 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 phAvood 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/alfc/d base paint, or powder coating on James Hardie-" Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade INS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch-up applicator. Touch-up should be used sparingly. 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 -factor) 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 Jaynes Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recormended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. Aoply finish coat in accordance with paint manufacturers witten instructions regarding coverage. application methods. and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HSI it 19-P314 W13 J y Yo COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH So 5 IA 6 114 7 1A 7 1)2 8 8 114 9 V4 9 112 12 I S0 = Io0 sq.ft.) exposure) 4 5 6 6114 6 314 7 8 B 114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 ICO 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 1C0 100 74 9 225 i80 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 360 240 200 192 178 171 ISO 150 112 13 325 260 217 208 193 186 163 163 121 14 Mo 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 2C0 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 i67 19 475 380 317 304 281 271 238 238 177 20 5100 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide Actual usage is subject to variables Such as building design. James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITICN: In accordance :nth ICC-ES Evaluation Report ESR-2290. HardiePlankOlap siding is recognized as a suitable altemate to that specified in: the 2006.2009.42012 International Residential Code for One. and Tiro-Famky Dwellings, and the 2006.2009, d 2012 International Building Code.. HardiePlank lap siding is also recognized for application in the follovring: City of Los Ange!es Research Report No. 24862. State oI Ffovda listing FL=889. Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23. Gy of New York NEA 223.93-K and Califomia DSA PA-019. These documents should also be consulted for additional information concerning the suitability of Una product for specific applications. 02013James Hardie Budding Products. AD nghts reserved. Additional Installation Information, TM. SM. and 0 denote trademarks or registered trademarks of rN JamesHardieTechnologyLimited., re a registered trademark Warranties, and Warnings are available atof JamesHardieTechno"y_imited. www.jameshardie.com JamesHardie Panelfasi is a registered trademark of ETdF Fastening Systems, Inc HS11119• P414 6113 r t 2/15/2017 Florida Building Code Online tip Frofmippal.Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Q Facts Publications FBC Staff BCIS Site Map Links Search b,pr a f. Product Approval USER Public User Y~ Product Approval Menu > nrnduc: or AOUhcation Search > Application List > Application Detail FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Equiv ASTM C1186 Equivalency Sicined.odf https://www.floridabUlding.orgfpr/pr_app OU.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg%o3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL # , Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 II ER RIO-2554-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 Il Install HardieSoffit Panel.Ddf Impact Resistant: N/A Design Pressure: N/A FL13265 R2 li NOA 15.0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 0122.04. Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal,Ddf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Dgrk E Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.: - Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275( t), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do rot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: anc Credit Card Safe httpsJ/www.floridabuilding.org(pr/pr app dtl.aspx?param=wGEVXCIwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg%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 I2©I/ >0. Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTElMBER 2013 M INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS!" PRODUCTS IJ1.sit vAAv.iame.sharrtie rant for the most recent version. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONED INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: p CUTTING INSTRUCTIONS OUTDOORS 1. Posizbn currg statah so dial wnd vrdl Mora rust away from user and others in waking area 2. Use one of Te folW, rg melt= a Fps(' i Shears (marl. &=ic a pneurtetq b. Better: i. Dust re&crg dreUar saw acl nipped viith a HardieBlade' sa:v bade aaf FEPA -vacuum extracwn c.Opod i. Dust raAicrig arcular sT'+vmh a Hard e&.ade z.v blade only use fa 'av to moderate mrngl INDOORS i. Cut only using shears (manual, electric or pneumatic). 2. Positon cutdng station in well-vendlated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bun joints. Carry planks on edge. Protect edges and comers from breakage. Jamesg9 Hardie is not responsible for damage caused by improper storage and handling of the product. NEI/ER use a power save indoors NEVER use a orarlu s'wv b ada that does not carry Uk HartfieBlatle saw blade aadeirark NEVER dry sweep — Use vtet suppression or HEPA Vacuum Imperani N oia. For maximum proteccon ('.avest respirable dust production), James Hard a recanmemts bhvays usng'B sr -level uunq medtods'.%here feasb'e. NOSH -approve() resp'ra:crs cr. be used n conLrctan Vnth above curJhg practces to further ratce dust expowes. Addil:=J exposure informations avadabfe at %-".%larreshard tecom to help you deanmile 1'a most appropriate currg method for your bb ret}uiremens. if wrxem still eus-s about arposure evzls or you tb rot comply vnth tha alx>ve practces. you shaild aivrays consult a qualified industrial hygienist or con',ttct James Rvdhe for further intormaeat r1,:>?rca GENERAL REQUIREMENTS: HardieShingle- siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www iamehaidie corn A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap (Heather Barrier, a non -woven non -perforated housewrapl. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2,3,4.5,6 97 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - h/pically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oiUalkyd base paint, or powder coating on James Hardie' Products. CLEARANCES Install siding and trine products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete foundation 6' mint R starter course Maintain a minimum 1" - 2" clearance b0.ueen James Hardie' products and paths, steps and driveways. nor additional information on Hardrevvrad' weatner Maintain a minimum 1" . 2" clearance between James Hardie products and decking material. deck I -boo-manure or Figure 3 wpter resistivebarrier 2- At the juncture of the roof and vertical surfaces, flashing and counter' lashing shall be installed per the roofing manufacturer's 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 James Hardie' products contain respirable crystalline silica, which Is known to the State of Wild= to cause cancer and is considered by IARC and NIOSH to he a cause of cancer from some occupatlenal sources. erealhing excessive amounts of tespuaole snccn dust can alsu c9usa a disabling and polellMly fatal lung disease called silicosis. and has been linker vAth other diseases. Some studies suggest waking may increase these risks. During installation or handling: (1) vmrk in autoea areas Vail) ample ventilation. (2) use tihei cement shears for cutting or. where not leasitile, use a HaidieBlada , saw Made and dusl-ierlucing circular saty allmhed to a HEPA vacuum: (31 yarn others in the immediate area: (a) wear a properh/•fitted. fOSH•aporo,ed dust mask or resonator (e.g. 14-951 in accordance V.0 applicable goverrunent regulations and manulactutei instructions inhither trait resolvable silica amosures Dtuing dean-(ip, use HEPA. r acuums a wet cleanup nethats - riser dry s':eao. For fuller information, refer to our insidlation instrual and Material Safer, Data Sheet avadaoW to w.w.jamesharde.clm or oy calling i3(k7-9HARDIE It-800.942.7143). FAILURE TO ADHERE TO CUR WARNINGS. RISDS, AND IHSTALIJtT10N INSTRUCTIONS MAY LEAD TO SERIOLS PERSONAL IPLIURY OR DEATH. T PN. HS11121 P1/5 6/13 Nlaintain a 114" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 iding Do not 1/4' gap Caulk naassntng Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 6 gutter and end cap fascia Figure 7 KICKOUT FLASHING Because of the volume of water that can pour down 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 best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 7, Kickout Flashing To prevent water from 11 \j dumping behind the siding and the end of the roof intal section, install a "kickout" as required by IRC code R905.2.8.3 : " ..flashing snail be a min, of 4" High and 4" wide." James Hardie recommends the kickout be angled between 100, - 110" to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" Penetrations such as hose bibs and holes 1 )," or reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). larger such as dryer vents should have a block of trim around point of penetration. GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16" to both the left and the right of the center line and snap a caulk lisle 3) Measure up 2" if you are off a roof line or W if you are starting above a band board 4) Set the bottom1, of your 1 y" starter strip at that line5) Place your 8 rl" Starter Course -bottom IeVel with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical lisle left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately %" above Key ways 5 per full panel Center Nail can be either one of the keyways. Slay by keyway to avoid shiners) (EX1) 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 (Ec2) 12) Edges Gable butting into trim leave a 1/8' Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9 Fmdcenter mry,ue, Figure 10 1•,' slannsmp Figure 11 3',; starer course n 9 Swo a cmk me tv1,7k2 we to meet $rap cnak in7 IL.l ::on i1LIG Sri p Srap c;a. ilia, 16, haln u*. raK a rant m•c 15 ' from ucdlm ceNer to the Icll ml Itfl awol non1101al tr 10 of -Awtw cows: I r I I Figure 12 Figure 15 Figure 14 usereftv+nwwxoss rytrOt, 1><3Jnis 71 (NCCCs ':•nC1C n_Ye"SJrv. r, rst.ttAV goes on cunlel rW4 Ift. to ll mcojrme 6w au c,1A line 7' MI'CII cra% Ifre SrWo Our, lute 7' uxna I., it aw III aw o secntd rn., for Inns ra:+re17r: at S' eU11110.v Ot SIWIICS INfn lowof Sn114fei r4Jhi dUrk line i tld 111 I I I I I II 1 11 lit I I I 1 1 111IIcan also be installed direct to stud uo to 2="OC. IPanelsNote. Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS1112I_ P2J5 a/13 HARDIESHINGLE9 STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 112" long rirlgshank nails are used for fastening Steps 1. 4 HardieShingle" Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle• Staggered Edge Panel Installation Install HardieShingle'-' panels with joints butted in moderate contact. Due to 15 7/8" overlapping of the joints, caulk is not required except where panels abut trim panels boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1 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 of 1/8- min. 16" or 24" Trim gap for (, ° c• I water -resistive caulk I barrier NthingIIIII I tl 11 00 NOT NAIL THROUGH 6^ , THIS AREA 1•0' • 1 • • - • T• •/ any horizontal surface. leave 1/4 gap between bottom of siding and flashing. coarse trim first panel 8 114' c 1 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course to hit center of HardiePlank starter position nails on nail line and secure into framing, furthest stud lap siding strip along the vial]. Only when application is to minimum 7/16' thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nads on nail line spaced a maximum of 13 3/4" o c. Allow 3/8" from panel edges. cavity (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). Steps 5 3 6 This is to prevent pattern repetition. Repeat step 3 1/8• min. gap for caulk 5) Start the third course. by removing the equivalent of hvo full stud cavities (figs 15 & 17) and repeat step 3. JV 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third r 4 I I I I 6" I t course L----- I 6 tl Note: For aesthetic purposes you may trim seccou se I + the bottom of the panel to create a straight __ edge. If doing so, ensure all cuts ends are first course properly sealed and painted (fig 14) -- -- Figure 16 1/4' gap. 00 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 the top edge of HardieShiflgle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE° STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Sleos I- 4 Figure 16 Steps 5 3 6 Trim 116' min. 16' or 24'~ I water -resistive 1!8' min. c• gap for barrier gap for caulk caulk sheathing I thud I II II I 7" II L-- I I ------ course I I 00 HOT YNL THROUGH I 7 I % second I 7 11 THISAREA I • 11 I I I cOurSE I + I I I I 15-1/4" ____ _ I I 15-1/4" pa-1 els panels first it " w._ rsr second trim first panel 8Y." I'/,' course to hit center of HardiePlank' starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7116' thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Mow 318" from panel edges, HARDIESHINGLE" STRAIGHT EDGE PANEL COVERAGE Panels for sidewall appiicalions are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 43. based on maximum 7" exposure. HS11121 P3/5 6113 HARDIESHINGLE"INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick Figure 18 sheathing. Trim gap fait. Fastener Requirements caulk 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used lot fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingleO Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels --}--- about trim boards. Space shingles a maximum 1/4" apart and leave a I minimum lap of 1 i/2" between successive courses (fig. 19). 1 s-1/4" _ 1) Install 1 1/4" starter strip and a 8 114" wide H3rdiePlank•31 shingle siding starter course. _ _ 1_ _ 2) Install first shingle from the end aburing trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1 /8" gap for caulk at tnm and continue the course along the wall 4) Start the second course, leaving a minimum lap of 1 112" between successive courses, again from the end abutting the trim. Repeai step 3. 5) ConGnue up the wall repeating steps 2 through 5 unfit desired height is reached. HARDIESHINGLE° INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths --------- as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 15.1/4" shingle f 7" max exposure AInstall with the widest part of the shingle placed downwards 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 I i 16" or 24- water -resistive O.C. barrier 71 sheathing ll i 7• 11 postion nails on nail line a minimum 3/8" from edge HARDIESHINGLE°HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2"long ringshank nails are used for fastening HardieShingle-'- Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half -Round Panel Installation trim board 16 Install HardieShingle,, panels with joints butted in moderate contact. Due to o 24 — c overlapping of the joints, caulk is not required except where panels abutt 1/8 gap trim boards. (fig. 20). Ensure kepvays do not line lip on subsequent courses. caulk I) Install a 1-1/4" starter strip, then install a 8-1/a" wide HardiePlank?. lap AIL siding starter Course. DO NOTITHItS AREAROUGH 2) Place first panel so that panel end centers over stud. Trim panel as 15 1/4 -- needed. Butt the cut end 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 trim and continue the course along the wall. a) Stall the second course, by removing the equivalent of one full stud cavity 8'/." I Y.1 HardiePlank' starter lap siding strip water -resistive barrier' 7" T I•. 3/8" 16 or 24 OC), again abutting the cut end Into the trim pig 20). Thts Is to prevent pattern repetition. Repeat step 3. correct alignment positron nazis into framing 5 Start the third course. b removing the equivalent of two full stud cavitiesygQ througn previous courses. figs 15 R 17) and repeat step 3. only when application is to minimum 7/16' thick APA 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. rated sheathing, position nails spaced a maximum 13 3/4' o.c HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow 318-from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure space shingles max 1/4' apart eave a min. lap f 1-1/2' between tints in succesive ourse 1 t I sheathing II II I trim first panel 1 114•' to hit furthest stud starter strip 8-1/4" HardiePlank' lap siding HS11121 P415 61113 M >9. CORNER DETAILS Figure A. Panels butted against corner boards. B Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. 0. Laced inside corner. minimum (V) thick trim WINDOWS AND DOORS 11 , Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS 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, hol-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. 0. countersunk, fill & add nail snug flush UN DO NOT DO NOT Figure A Figure B under drive nails staple 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 meld cut edges. James Hardie touch-up flits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie'-' Products. James Hardie' products must be painted within 180 days for primed product and 90 days for unprimed. In addition non COIorPIUS" product versions of HardieShingle" Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle' siding with ColorPlus Technology Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge 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 HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS0 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 Hardieo 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 RECOGNRION: In accordance will IMES Evaluation Report ESR-2290. HardieShugle tap siding is recognized as a suitable alternate to that specified in: the 2006.2009,&2012 International Residential Cade for On- and Two -Family Dwellings, and the 2006. 2009. & 2012 International Building Code.. Hardb%ngle lap siding is also recognized for application in the follovAng: Gry of Los Angeles Research RaWn No. 24862, State of Fonda fisUM FLM9, Dade County. Florida NOA No. 02.0729.02, U S Dept of HUD Materials Release 1263c. Texas Department of Insurance Product Evaluation EC-23, City of New York MFA 223.93-hi. and CaEfomia DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications m 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.jameshardie.com for Additional TA1,SM. and ® denote trademarks or registered trademarks of Product Information and Availability. JameSHardie James Hardie Tecnnology Limited. CJ Is a registered Installation Information, Warnings, and Warranties trademark of James Hardie Technology Limited. HS11121_P5/5 6/13 2/15/2017 Florida Building Code Online V' 15 Q rA BCIS Home Log In User Registration Hot Topics Submit Surcharge I Slats S Facts publications FBC Staff BCIS Site Map Links Search Vr ry:jProductApprovald. - USER: Public User ProouR Aoorov3l Menu > pmAur, or 40e11w62n S•?.+r<n > nCph.:atlon i 15t > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https://www.foridabuilding•or9/Pr/ r aPP_tl.as x?Param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 1/2 2t15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Model, Number or Name Description Alumunum Coils Aluminum Soffit Aluminum soffit panels Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use Installation Instructions FL12194 R3 ii ALC15001 Evaluation Report 2014 FBC 04 T4 I Soffits.odf j Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 iSoffits.ocif Created by Independent Third Party: Yes Sack Nett Contact Us :: 76'11 B_ 5torti Roatl Tallahassee FL 12399 Phone' B5 -487. 1824 The State of Florida Is an WEED employer. Copyrigh "007.2013 State of Florida..: Pnvacy Statement :: Aaessibility 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. -Pursuant to Section455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address if they havenwiththelicensee. However email addresses are public record. If you do rot wish to supply aone. The emails provided may be used for official communicatiopersonaladdress, please provide the Department with an email addre ss which can be made available to the public. To determine If you are a licensee under Chapter455, F.S., please click here . Product Approva l Accepts: Credit Card Safe https:ltwww.floridabuilding.orgtprlpr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXZYpyxA%3d%3d 2n OTRINITYi ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09-R2 FL12194-R2 Date of Issuance:02/26/2009 Revision 2: 06/23/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) 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, plus a 16-page Appendix Prepared by: e-...a OF !(1' Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 06/23/201S. This does not wme as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity ) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY 1 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: imity Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL(TST1577) Wind Resistance CTLA 1847W 05/01/2008 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 inz/ft for the 16-inch 'full vent' configuration, 11.1 inZ/ft for the 16-inch 'center vent' configuration, 12.5 inz/ft for the 12-inch 'full vent' configuration or 4.2 inz/ft for the 12-inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GCpI = ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" Indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report A13360.02.09-R2 Certificate of Authorization a9503 FL12194-R2 Revision 2: 06/23/201S Page 2 of 3 rTRINITY 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 Design, LLC. Evaluation Report A13360.02.09-R2 Certificate ofAuthoritation a9503 FL12194-RZ Revision 2: 06/23/201S Page 3 of 3 740" 238" F" CHANNEL (3/8') ALUMINUM 0.0165" nominal thickness Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 18" BLANK 3 / 8 PROFILE 25 TYP. 0.125 1YP. TRINITYJERD 2.625 REF. 50 TYP. o ooaao 0000a oaaaoo a0000 aa000a oaoao LYIDE t[NMR PAIL R11 [FLn Gf`J1 PI LOWERS FORMED IN SAY£ DIREcnoN 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 la, CrUMELAS1 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 QOTRINITYIIERD Is- soug PN1r1 Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 J TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2-3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4-5 A-3 4 12 J-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9.10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 B-4 8 16 J-Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4, Tables are limited to enclosed buildings (GCO _ ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 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. o 7. For existing substrates, the AH) may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the System. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A33360.02.09-R2 for FL12194-112 Certificate of Authorization U9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 r TRINITY ; ERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap . Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. 1X-inch 3/8-inch head One (1) min. long x0.072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 min. 1.25-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min. One (1)min. 1%-inch Concrete 0.097-inch One (1) min. long x 0.072-inch 2. 12 or CMU diameter T-nail 24" o.c. Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 block or stub-nail, crown staple 3/16-inch head min. 5/8-inch embedment diameter trim nail blin 3/ 3" head dia. nail- ".oath min. angagemant(tor %000d substrata) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood concrote or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization $19503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 TRINITY i ERD Table A -la: System No.1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 350 I60 170 O<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK NO NO NO NO Table A -lb: System No.1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 uo 130 140 1so O<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 4 OK OK OK OK NO 20<h<30 S OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A -lc: System No. 1 & 2 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 O<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO S OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 3 of 14 TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max. System No. Span inch) Substrate Max. Fastener Spacing Substrate Three (3) min. x X-inch 3. 12 Wood crown staples 24" o.c. wood in a diamond pattern 1 TRINITY i ERD Eave Side Soffit Fascia Cap Max. Max. MOP Fastener Spacing Fastener Spacing psf) One (1) min. 1%- One (1) min. K x inch long x 0.072- 48.0 Y.-Inch crown 8' O.C. inch diameter x 48" o.c. 64.2 staple min. Y.-inch head diameter trim nail SOFFIT STAPLE OPEN RAFTER I L 1 DIAMOND PATTERN f DETAI W t CROWN STAPLES Esra.cs isr USING A DIAMOND FACIA BOARD i PATTERN i FASCIA CAP FACIA BOARD 314' K 1/4' CROWN 1 -}/4' TRIM NAIL STAPLE •8 ON CENTER PAINTED S.S. 1 _}/4" TRIM NAIL FASCIA CAP F• CHANNEL CAN BE PAINTED S.S. 48' 3/4' x 1/4' INSTALLED WRN THE NAILING FLANGE UP OR O.C. CROWN STAPLE DOWN SOFFIT- max. 12-Snch span SOFFIT WOOD SOFFIT FASCIA SUBSTRATE DETAIL Table A-2a: System No. 3 - Exposure B Basic Wind Speed (mph) Eave Height(ft) Pressure Zone 110 120 130 140 150 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30<h<40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK 40<h<50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50 < h < 60 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 89503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2for F112194-R2 Revision 2:06/23/2015 Appendix 2, Page 4 of 14 I JTRINITY'ERD Table A-2b: System No. 3 - Exposure C Eave Helght(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK 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 I OK I OK NO NO 5 OK OK OK OK OK NO NO NO N 50 < h < 60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A-2c: System No. 3 - Exposure D Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < SO 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, I.I.C. d/b/a Trinity ERD Evaluation Report A13360.02.09-R2 for FL32194-R2 Revision 2: 06/23/2015 Certificate of Authorization H9503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE-59166 l j TRINITY: ERD TABLE A-3: 12-inch Span,1-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side 1-Channel to Substrate Soffit to 1-Channel Soffit Fascia Cap Max. Max. Max. Max. Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1Y.- Three (3) min. H8 x One (1) inch long x min. Y. x Y.• K-inch min. Y. x 0.072-inch 48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood Y.-inch 8" o.c. diameter x min. 48" o.c. staples in a 3/8-inch crown Y.-inch head 64.2 diamond head staple diameter trim pattern diameter nail screw 3/4- X 1/4' CROWN STAPLE "24' ON CENTER USING A O"OND PATTERN OPEN RAFTER W; ^V ` SOFFIT STAPLE GIST I ' DIAMOND PATTERN 1 IJU ;DETAIL FACIA BOARD ' yr KT/ srwats r FASCIA CAP I , — 3/4- X 1/4- CROWN I STAPLE "B' ON CENTER rowed co 1-3/4' TRIM NAIL aerc.ed co o08 K PAINTED S.S. 48' 1th one qB x 1/2- x 3/8' head O.C. diame cer ocre•x, LG' o.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE 1-3/4" TRIM NAIL I FACIA BOARD PAINTED S.S. FASCIA CAP 3/4' x 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L Table A-3a: System No. 4 - Exposure B Eave Height (it) Pressure Zone Basic wind Speed (mph) 110 120 130 140 150 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30 < h < 40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO S OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09-112 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 6 of 14 J TRINITY ! ERD Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 1 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 4 OK OK OK OK OK OK OK NO NO 30<h<40 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 I OK OK OK OK NO NO NO 5 OK OK OK I OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure D Eave Height(ft) Pressure Zone Basic Wind speed (mph) 110 120 130 140 150 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK I NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09-R2 for FL32194-112 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Wall Side F-Channel Cap Max. System No. Span inch) Max. Substrate Fastener Spacing Substrate One 11) min. 3/8-inch head 5. 16 Wood diameter nail, 24' o.c. Wood min. 1.25-inch embedment Table B-1a: System No. 5 - Exposure B rr TRINITY + ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. 1Y.- inch long x 0.072- One (1) min. 3/8 inch diameter x 36" o.c. 25.6 x 3/8-inch crown 16" o.c. min. 3/16-inch staple head diameter trim nail Hin. 7/3' hmc 1e. nail rui nsn. 1!:' orge enone l-or 'w'JOG ]uUncr ieo! or m:n. 0 097" d.A. T•neil or ecub n+11 vl ch m'.n. 5/8' engegemen:(Lor con_=aca of hl xk cubs crer,el , nl',nrni e.. iwr.n.! 3Vcvo. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"J LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Eave Height Pressure Zone 0<h<30 4 5 30<h<40 4 5 40<h<50 4 5 50<h<60 4 5 Basic Wind Speed (mph) 110 120 130 OK OK OK OK OK NO OK OK OK OK NO NO OK OK NO OK NO NO OK OK NO OK NO NO Evaluation Report A13360.02.09.R2 for FL12194-R2 Exterior Research and Design, I.L.C. d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, page 8 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TABLE B-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MDPMax' Max. System Span Max. Fastener Spacingg Fastener Spacing psf) No. inch) SubstrateF(I)min. Spacing Substrate One (1) min. 1%- inch long x 0.072- Concrete One (1) min. 3/8 16" inch diameter x 36" o.c 33.3 6. 16 or CMU 24" O.C. Wood x 3/8-inch crown o.c. min. 3/16-inch block or stub -nail, staple head diameter min. 5/8-inch embedment trim nail blin. 3/8" head dia. nail w1th min. IN` engagemsnt(for wood 3ubStrata) or min. 0.097" dia. T-nail or stub nail with min. 5/8" angaganenc(for concreca or bloc), snbscrace), spacad as not- d FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Ylood, Concrete or Bloc) V1a11 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY I ERD Table 8-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) ISO 120 130 140 1S0 4 OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO 30 < h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 4 OK OK OK OK NO 40<h<50 5 OK OK NO NO NO 4 OK OK OK OK NO 50 < h < 60 5 OK OK NO NO NO Table B-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic wind Speed (mph) 110 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table B-2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 5 OK NO0<h<15 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20<h<30 2 q OK NO 5 NO NO30 < h < 40 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50 < h < 60 Evaluation Report A13360.02.09-112 for FL32194-R2 Exterior Research and Design, LLC. d/b/a 7rinity(ERD Revision 2: 06/23/2015 Certificate of Authorization n9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE-59166 TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Wall Side Cap F-Channel Max. Max. Spacing System No. Span inch) SubstrateF(3) Substrate 7. 16 Wood 24" O.C. Wood in a diamond pattern 3/4" X 1/4- \ CROWN STAPLES USING A DIAMOND PATTERN I i TRINITY. ERA Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. I% - One (1) min. Y. x inch long x 0.072- 27.0 Y.-inch crown 8" o.c. inch diameter x 48" o.c. 36.1 staple min. Y.-inch head diameter trim nail OPEN RAFTER FACIA BOARD J FASCIA CAP 3/4" x 1/' CROWN STAPLE -a- ON CENTER 1-3/4- TRIM NAIL 7' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN SOFFIT -max. 15-inch span W00D SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN 111 I L.,11CINT"I ncx r i 1-3/4" TRIM NAIL FACIA BOARD PUNTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT —' SOFFIT & FASCIA QfTAIL Table B-3a: System No. 7 Exposure B Pressure Zone Basic Wind Speed (mph) Eave Height(ft) 130 120 130 140 1S0 160 4 OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO NO 4 OK OK OK OK OK NO 30 < h < 40 5 OK OK OK NO NO NO 4 OK OK OK OK OK NO 40 < h < 50 5 OK OK OK NO NO NO 4 OK OK OK OK NO NO 50<h<60 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization x9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-112 for FL12194-112 Revision 2: 06/23/2015 Appendix 2, Page 11 of 14 Fi:RINITY'ERD Table B-3b: System No. 7 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK I NO 5 OK OK NO NO 30 < h < 40 4 OK OK OK NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Table B-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15 < h < 20 4 OK OK OK 5 OK NO NO 20<h<30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization n9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 12 of 14 TABLE B-4: 16-inch Span, J-Channel (stapled to wood) & Fascia Wall Side Cap 1-Channel Max. System No. Span inch) Max. Substrate Fastener Spacing Substrate Three (3) min. Y. x Y.-inch g 16 Wood crown staples 24' O.C. Wood In a diamond pattern OPEN RAFTER 3/4 x 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NA1LJ PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE Table B-4a: System No. B - Exposure B Eave Height (ft) RPressureZone0<h<30 30<h< 4040<h< 5050<h<60 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization a9503 Prepared by: Robert Nieminen, PE-59166 1 TRINITY ERD Eave Side Soffit Fascia Cap Max. MOP Fastener Fastener Spacing psf) One (1) min. 1Y..- One (1) min. % x inch long x 0.072- 23.5 Y-inch crown 8" o.c. inch diameter x 48" o.c. 31.4 staple min. Y.-inch head diameter trim nail VV KTrm' SOFFIT STAPLE 1 DIi = S TAMOND PATTERN DETAILII FACIA BOARD L;TI^=°;r FASCIA CAP 3/4 K 1/4" CROWNJN"AIL FACIA BOARD 1STAPLE '8- ON CENTER P FASCIA CAP 3/4' x 1/4' CROWN STAPLE SOFFIT —' SOFFIT & FASCIA DETAIL 110 Basic 120 Wind Speed (mph) 130 140 150 OK OK OK OK OK OK OK OK NO NO OK OK OK OK NO OK OK OK NO NO OK OK OK OK NO OK OK NO NO NO OK OK OK NO NO OK OK NO NO NO Evaluation Report A33360.02.09-R2 for FL12194.R2 Revision 2: 06/23/2015 Appendix 2, Page 13 of 14 TRINITY i ERD Evaluation Report A13360.02.09-112 for FL12194-RZ Exterior Research and Design, I.L.C. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization H9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE-59166 r J 2/15/2017 Florida Building Code Online s` . Elm f BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FEC Staff BCIS Site Map Links Search b a dr "' Product Approval ai% USER. Public User Product Approval Menu > Prndurt of Application S-arch > AppliCaUon i is > Application Detail uY.:.- FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/ Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf. com Authorized Signature Robert Nieminen lindareith@trinityerd. com Technical Representative Beth McSorley (current) Address/ Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen•pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By https:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3dp/o3d 1/2 r r 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 I GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles I Limits of Use ' Installation Instructions Approved for use In HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports 1`1_10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copvnaht 2007-2013 State of Florida.:: Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850.487.139S. 'Pursuant to Section 455.275(t), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under chapter r 455, F.S., please click here . Product Approva l Accepts: Credit Card Safe httpsJlwww.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3da/o3d 2l2 QTRINITY: ERD FVALHATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 913 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203)262.9243 Evaluation Report 01506.01.08-R17 FL101Z4-R15 Date of Issuance:01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 itshall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 S T IFS' : Q•q . j. i3,\\N`•5.' The lusimila yal appeedn{ wes mtharhed by 40bert NlemNen, EM03/31/201i.This dounot lerve as an electmnka0y,t{ned document 92ned, waled hmdwWen have been transmitted ro the duct Approval Adrllinlstretar and t o the n."d client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This Is a bullding code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY ERD 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, Resldentlal Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, 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 1995 3. REFERENCES: Entity GAF (PDM 1915) PRI(TST 5878) PRI(TST 5878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST L7401 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 1740) UL (TST 1740) UL(TST 1740) UL(TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) Exterior Research and Design, U.C. Certt/icate oJAuthor[rallon N9S03 Examination Letter of Equivalency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM 03462 TAS 107 ASTM D3462 ASTM 03161, TAS 107 ASTM D3161 ASTM D3462 ASTM 03161, TAS 107 ASTM 03161, TAS 107 ASTM D3161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM D3161 ASTM 03462 ASTM 03161 ASTM 03462 ASTM 03161 ASTM D3161, D3462 ASTM D3161, D3462 ASTM D3161, 03462 ASTM 03462 ASTM 03161, 03462 ASTM D3161 ASTM 03161 ASTM D3161 ASTM D3161, 03t62 ASTM D3161, D7158, D3462 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM 03161, D7158, D3462 ASTM C3161, D7158, D3462 ASTM 03161, 07158, 03462 ASTM 03462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7158, D3462 Reference Seal -A -Ridge Impact Resistant IR GAF-059-02-01 GAF-080-02.01 GAF-407.02-01 93NK6295 99NK43835 94NK9632 01NK06632 OINK9226 OINK37122 OINK37122 02NK12990 02NK30871 03CAS367 03NK26444 04NK13850 04NK13850 04NX30546 04NK22009 04NK22OC9 OSNK27924 OSNK27924 06CA18077 O6CAi8074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 OBCAC6100 07CA55908 09CA10592 09CA06856 09NK06647 09CA27281 10CA35S54 lDCA13686 IOCA07264 JOCA11953 1ONK11951 IONK12070 08CA06100 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C] OS/21/20C1 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2DO3 C6/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12/01/2006 12/27/2006 03/-.3/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2008 04/01/2008 03/26/2009 05/15/2C09 O8/01/2CO9 O8/27/2GO9 03/05/2010 05/15/2010 05/27/2010 10/29/201-0 10130/2010 11/04/2010 01/30/2010 Evaluation Report 01506.01.08-R17 FL10124-RlS Revision 17: 03/31/2015 Page 2 of 5 ERDTRINITYI Entity Examination Reference 1 Date UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3d62 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, I.I.C. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, L.I.C. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, L.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/C6/2015 UL, I.I.C. (QUA 9525) 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.E.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/16/2015 UL, I.I.C. (QUA 9625) Quallry Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL, I.I.C. (QUA 96251 Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis"' WeatherMax°, Royal Sovereign' and Sentinel° are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot*, Camelot' 11, Country Mansion° 11, Grand Canyon*, Grand Sequoia', Grand Sequoia* IR, Monaco,% Sienna', Timberline American Harvest", Timberline° ArmorShield" 11, Timberline* Natural Shadow"', Timberline HD°, Timberline* Cool Series, Timberline Ultra HD° and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline° Is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 HID & Ridge Shingles: 4.2.1 Seal -A -Ridge° Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles and Timbertex° Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start"' Starter Strip Shingles and WeatherBlocker`" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for -that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„, = 150 mph (V,R - 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,b = 150 mph V k - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, I.L.C. Evaluation Report 01506.01A8-R17 Certificate of Authoriratlon I9503 FL10124•RlS Revision 17: 03/31/2015 Page 3 of S TRINIT)' , ERD S.4.3 Classification by ASTM 07158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle In accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: 9 Camelot, Camelot Il, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. 9 Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-Inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite Pl. S30 Roof & Flashing Sealant". 115' Saatast t• (292mm) t' sdlante 25, mm) (25 mm) Enduil d6tancheite \ 6 5 7 SITtw•194 mm 12' 305 mm) 12' 305 mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.0E-R17 Certificate of Authorisation #9S03 FL10124-RIS Revision 17: 03/31/2015 Page 4 of 5 a TRINITY iFRD 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 NPl Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 11 5' Sralant e5m1n) {:Smmy £rduitd'dtFrchtW ifM1W - I:' he-y,• _; ::'-1' -i- - _ as',,ar iriy - F1Nan 1'l C'Myj y7C5 rtn) C: Qtj&r 9' W. 3 111I1:-'1f tr rwl; Inn*t 6. 4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905. 2.5. Staples are not permitted. 7. LABELING: 7. 1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 9. MANUFACTURING PLANTS: Contact the named QA entity for information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.03-R17 Certificate of Authortzadon R9503 FL10124- R75 Revision 17: 03/31/2015 Page 5 of 5 2/15/2017 Florida Building Code Online w - 1- r '.Rv . +td .N 4 YatiiiYiY+ra7i i iliWYl/iiYiifiliiYili/iYYriiii iY BCIS Home Log In User Registration Hot Topics Submit Surcharge stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida P tj Product Approval i- USER: Public User duct approval Menu > Pindcrt or Application Saarcn > Application List > Application Detail FL # FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 20L5 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https:/twww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2uakQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 112 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 Installation Instructions Approved for use In HVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use outside HVHZ: Yes R2.odf I Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 j Design Pressure: N/A Created by Independent Third Party: Yes i Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERN/RAP RHINOROOF FL15216-I R2. Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under 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 350.487.1395. 'Pursuant to Section 455.275( 1), Florida Statutes. effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: WI ' ` M Credit Card Safe httpsJ/www.0oridatxdlding.orcypr/pr app_dtl.aspx?param=wGEVXQwtDgv3yWK,1Z1QRAdhyt2u8kQGQyljaHhVeiOpVSvxwSdC00%3d%3d 212 0 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL1S216-R2 Date of Issuance:02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 V. T•' -+ S`•; 7- The facsinde seal appearing was authotued by Robert Nieminen, PE.onp4/27/2015 flu, does not serve as an eIectranicaliV signed r,Ii rft r document. Signed, sealed hardcopres haw balm tiansmdtlid to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability. Loss on ASTM D4869 2005 150793 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1S09) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS 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 I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Certificote of Authorizotion #9503 Evaluation Report I4D510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Certificate Of Authorization #9503 Evaluation Report 140510.02.12-R2 FL15216-RZ Revision 2: 04/Z7/2015 Page 3 of 3 2/15/2017 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats S Facts Publications FBC Staff BCIS Site Map Links Search Hcr'da r Product Approval 4 "S USER: Public User r P.mAutt obomval Menu > P-01m, or ADohrTtinn Search > .%oolicatign List > Application Detail FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 ' tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative I Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 I 904) 358-8366 tonyac@mmi2000.net I Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method i Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 ! Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received I Certificate of Independence FL16568 R1 COI CertOflndeD.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 I https://www.floridabuilding.orgo/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG9GRMn/*2ftniv%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL i# I Model, Number or Name Description 16568.1 "MMI-2- Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attacheditoPlywoodDeck. 4% 6', 8', 10' Nominal Lengths Limits of Use Approved for use In HVHZ: No Installation Instructions FL16568 R1 II 01 MINI-2 OfFRidgeVent-ASThIE330- Approved for use outside HVHZ: Yes Steel EVALREPORT.Dcl Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports Instructions as a supplemental guide. FL16568 R1 AE 01 MMI-2 OffRidaeVant-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 I MMI-2B Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A i Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 R1 ii 02 MMI-2B OffRidaeVent-TAS 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes I Evaluation Reports FL16568 R1 AE 02 MM[-2B OffRidoeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl, 32399 Phone 8S0-487. 1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accesslbliity 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. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldc here . Product Approval Accepts: El Credit Card Safe https:l/www.fioridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXOwtDgvgqu2w%2bnFgUFI14vGKu5UrT5vMEPbBldbgiEG9GRM%2fuwg/o3da/o3d 212 CBUCK Engineering Spcvclaltj Structural Englnek=rinq CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth 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 Maw. 11«Vtwt M,1 I« f1..awua ivl.nleJ 5.L. BUC/r, i •' ,GEAtgF' 't,p ' No 31242 ' k LU STATE OF O N A0C%% llllllllV\\ A. O'gn,fA S,gwd C'r 1-1. I";— V CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page Report No.: 2 of MM2 StORV-ER_14CBUCKEngineerin SpeclaIN Structural Engineerinq 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: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL q: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 SpeCldlt j Structural EnQ1ne .=r1nq CBUCK, Inc. Certificate of Authorization a8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization q: QUA 1824). CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 4 of 7 Speacialtt j StructLral Englnek=rinq CBUCK, Inc. CertiFcote ojAuthorization 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 it gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 55-1 MM2-StORV-ER_14 Speclatty Structural Enc;0ne" tnq CBUCK, Inc. Certificote of Authorizotion a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-4SO-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ing Page Report No.: 65of MM2-StORV-ER_14CBUCKEngineer Speclalty Structural Enginee-ring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 12" 4 1/2 in. V1 /8" I 18-1 /4" I 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge 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 CBUCK Engineeringering Report No.: 15-1 MM2-StORV-ER_14 Page of 7 Speclalty StructLxal E:ngInek-rInQ ceucx, Inc. certificate ofAutnonzaaon ntwo4 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 8 Ft. 10 Ft. 24" 4 '• Typical Ridge Vent Assembly Isometric View (Not To Scale) Q. a OG. tk Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws CITY OF SANFORD BUILDING & FIRE PREVENTION 4' PERMIT APPLICATION Application No: I ( Documented Construction Value: $ Job Address: Q-L'D-I-O0 Historic District: Yes No Parcel ID: ResidentiaLo Commercial L Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: IN Vpi,-1 1 f'(,I S nTitle: Phone: ` k1--5$-5a""J Fax: 333-385.3 Email: kOC.C K;I My, C17rn Property Owner Information 1 ' Name uookf 011 Phone: Street: _ Resident of property? I CI City, State Zip: Contr6idior Information L10 - NamevttPhone: Street: e:)s TSLo(1i )aLA U Fax: go-7- 2,, / ,? , 3`53 City, State Zip: 5ary d I- L i_ State License No.: CN U3 aLAI O Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zoiamfg. Signature of Owner/Agent Date Si re of Contractor/Agent bete Print Owner/Agent's Name P ' t Contractor/A ent's Name Signature.of Notary -State of Florida Date Signature of No ry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407) 399-0153 FloridallotarySerAce.com Owner/Agent is Personally Known to Me or Contractor/Agent is __%cL-Persoilally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE DEL -AIR State Cert CAC032448 1-888-831-2665 HEATING • AIR CONDITIONING David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOODMA LIGHT COMBOS PRICE CARRIER 7497 2.5 14.00 8.2 4/0 6,449.00 6,459.00 7498 2.5 14.00 8.2 4/0 6,250.00 6,260.00 7499 2.5 14.00 8.2 4/0 6,189.00 6,199.00 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOODMAN LIGHT COMBOS PRICE CARRIER 7510 3.0 14.00 8.2 4/0 6,850.00 6,832.00 7511 3.5 14.00 8.2 4/0 7,044.00 6,995.00 7512 3.0 14.00 8.2 4/0 6,978.00 6,960.00 7513 3.0 14.00 8.2 4/0 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials w Y %C S I -Al 1. CLIZ," LIC N CAC'032-148 511 1 0DISCO %%AY kmlurd. IT 32771 4417. ? 334'0 1. 1 i CITY OF SANFORD ! BUILDING & FIRE PREVENTION PERMIT APPLICATION t ,/UN 0 Aplication No: F ' 2 2017 Documented Construction Value: I Job Address: ' p 02. Tt (%P 1"C F' Historic District: Yes No j Parcel ID: Residential Commercial Type of Work: NewrAddition Alteration Repair Demo Change of Use Move Description of Work: o rn%, l l g b >% %©,0e 4 i-XI I Plan Review Contact Person: Title: Phone: Fax: Email: anj 1 t L e C_0o(D .CCL{ Property Owner Information Name - Phone: Resident of i ronerty? :: City, State Zip: c Contractor Information // JJ Name Phone: 7n " 3 .. 222 Street: aj Al Fax: e 7 - %j3 sa City, State Zip: . _3"1 State License No.: Ae_ 000 Arch itect/Eng1neer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Signature of Owner/Agent Date Sign re of Con ctor/Agent Date Print Owner/Agent's Name Print L, W""9fi CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 407) E-015J Fbrl ae ArySmlco. Owner/Agent is Personally Known to Me or Contr c to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i l y Fix ruAcs r 7—W7 CITY OF SANFORD BUILDING & FIRE PREVENTION F !D ECEIVE PERMIT APPLICATION JUN 01 2017 Application No: BY: Documented Construction Value: $ 6 ' 0-Oa Job Address: Historic District: Yes No Q Parcel ID: Residential Q Commercial Type of Work: New9 Addition Alteration Repair Demo Change of Use Move Description of Work: )LUn61.- r.>,f 1J,5d S/_6" 1C,-,^,p Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Ti;C 2lTy )Lv_ft131N6 Contractor Information Name NNy 4,-132oka Phone: 321f2-- Street: l061 Btir OAKS Q_"D Fax: 3,./ -2.v7 - D3i6 City, State Zip: Qv)1C>yo, Ft. 3 2-7 6S' State License No.: CF c - oZ i i Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A 15n A 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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID G— 7 signatur;191 Contractor/Agent bate Dg--jam L.3wk.-w Print Contra for/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r FOUNDATION SURVEY 0— 10, REAGAN POINTE. ACCORDING TO THE PLAT THEREOF, AS RECORUFD IN PI.A. GOOF: d 1, 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.FEMAGOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X- THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/200/. CERTIFIEDTO: DAVID WEEKLEY HOMES I 7 N Tract "F" , W ' D.E. & U.E. S ` '• a Cap -LB 7623 Common Area) Q, d W E SQ 9°o Lot 11 S a: oti Fay:r... .rr--:.. e0 Lot 10 . 00, a /.oJboa RO— C.0 762s 4, V'9 _' .. OSi: irr: ir.ifr:::3 .`° a wu sd'h•Reb{ Od a c p LB 76zm Lot 9 e , B / Q iN 0 Site Benchmark Information- 00• 1 60 7J 20 Set Nail. o• Elevation: 49.65' RW- 40 #2 x Fnd. Nail & Disk 'LB 2108"- Elevation: 484820' Q1 P Benchmark Information- Ot Orange County Datum Elevation: 83.36' h Found Square Cut in Drop Inlet in front of Lovell 5 Elementary School. Elevations are based upon NAVD 88 Datum) PT - i.-W m Ld 7 Fitl. 'fi• Re4a a CaP'TB r6Zi' LP Revaed- Added Foundation Survey - 6017 G{a hic Scale 1 2' 4' Scale V=2(Y J Field Dale. --,=1 Data Congfe 1112.?W1 oaFt. a5urrey n HnM,pa. N. legal {hv.pom SaaPbb y (Im{ se...w+,r{r.+.,.ab aw.w»ar.w e{.nve{.io..{..e,F,wm.a.dm"awm+{{w oo"eewin, ih—ft era-_laarwrMasmis: Naad stl fo msbMSY hdFYtlrablmdSurveY^9 assarm nema..c{.pss!_nns7 nuw t' >7 FbH. BaYta. Dma BY- R.S. F" IS-36299 LO Lewd' Cf 01 CYaweO CwCOradol l OuorY Moawt• PC _P Gfcn FU -P4 N-Paraldoflm V OB - Pdr d Bay{aYy rJ W__MitoEewEb.e•nm{.FNopnr_ tm.•O.a.ifi4e "oF Ma.rW a"oaa`..{...m,u.r.qunewMMe>rWw{ao..F W1Lamlo{uJWFtt aM aev n.cre ybu Ff1H CO COOWOruW PAL-Pa{als PP -pa gy MaH.r baero 0.yntkla{rcauunasP e.•e{uSi ee.enYtlb THE 4 pWpLr{t Pf01-Pw{tff oopl"e ubl7lw+.on<a.w..+ Patride K- q=. 60LB Tli23 a1Said Certfed Parle6 TMe b . LF.EYA- Fm c"a Pr -Pdd dT.py w.esarxu.mwa wu nda.•s....-R wxw•k,.e.n.,. e. rr.a.{.d. R -Rqs o.,b.bm•.,{{..moa.,b a....,....c.,a{ n. onelln waFra sa FF p F.. d Fbv t3r'or Rart - Ra!{I Fv aF s: 6rF Ireland It Assoclafes Surveying 1nr. L N6O w-W- 4 R!a .Rna{tl di0`. IN(-u wW1 F" / Iit fttt,( 1301 s. MBmretlonal Pakrey Slra a101 Me e ULL : uW Eo{r InlYt( Lake Mary. FbMa 32746 P PYr Ar -. frr Ittb o _ " v ..e! .. rA O loe 407. 67t3 338G F c •W7-320.8165 p_T8s7 FA Fnd.'/:" Reber Cap "LB 7623" 6 S o " 6 0(91 Lot 11 Chain Link Fence Q Dek /i% ` 6' ............. . 00 A/ 0.6'offtine to " "i /{- Lot 10 Tii p2 J /AJ ............ O.C: ...........0. p ............... S/ cf ........... e' Fnd. V" Rebar ..... _ ....., a . , a fie& ........... Cap "LB 7623" i ......... .( OC .............. .. tQo vso. Lot 9 0& 2' vv Site Benchmark Information- 61. 00, 1 RAJ Set Nail. Elevation: 49.65' 2 Fnd. Nail & Disk "LB 2108". Elevation: 48.20' FINAL SURVEY LEGAL DESCRIPTION: LOT 10, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Tract "Fit Vinyl Fence 1. t' offline D.E. & U.E. se Common Area) p OO / a Fnd. %" Reber Cap "LB 7623" jxoae Is"f Benchmark Information- /( b Orange County Datum Elevation: 83.36' oh ti Found Square Cut in Drop Inlet in front of Lovell O Elementary School. Elevations are based upon NAVD 88 Datum) P.T. located on Lot 7 O Fnd. Y"Rebar o - Cleanout & Cap "LB 7623" EB - ELECTRIC BOX J+ - Water Meter 20- Revised: Added Final Survey - 11/7/17 Revised: Added Foundation Survey - 6/2117 6. 29 z26 Pp.t¢ ur, O / O°&nd. ' 'Reba; p "LB 7623" Tree Note: Palm - Denotes Tree Type 18") - Diameter of Tree measured at Chest Height Graphic Scale 10' A' 40' Scale: 1 "=20' Field Date: 4/12/2D17 Date Completed: 4/11/2017 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus, Sublectto any Easements and/or Restrictions of Record. Bearing basis shown hereon. Is Assumed and Based upon the Line Denoted with a -BB-. I hereby Crudity that this Boundary Survey of the above Described Prope y is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Dale Shown, Based on Information fumished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the Slate of Florida in accordance with Chapter 5J-17.052 Florida Drawn By: R.S. File Number:IS-36299 FI Legend- C Calculated PC - Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. ion 472 27 Florida Statutes. AdministraK?NzCenterlinePg. -Page Fence Ownership is NOT determined. cConcreteBlockPI - Point of I intersection RoofOverhangs,Underground Utilities and/or Footers have NOT been located UNLESS 9ZCMConcreteMonumentP.OB. - Point of Beginning otherwise noted. Conc. FORConcreteP.O.L. - Point on Line Septic Tanks and/or Drainfield locations are approximate and MUST be verified by THE DDE Descrl lionP Drainage Easement PP -Power Pde PRM - Permanent Reference appropriate Utility Location Companies. FIRM PatrickK.Irelan , oRY21dus" 6637 LB 7623EsmtEasementMonumentUseofThisSurveyforPu"sesotherthanIntended,WithoutWrittenVerification,Willbe F.E. M.A.- Federal Emergency PT -Point of Tangencyg at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This SUNey IS Qtt„'(e of Said Certified Parties. Management Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than thoseCertified. This Surve NOT VALID UN bossed with Surveyors Seal. VALIDUN FFE Fnd. Finished Floor Elevation Found Rod. • Radial R&C - Robot & Cap POINTS OF INTEREST- IP Iron Pipe Rec, - Recovered DRIVEWAY AND SIDEWALK IN EASEMENT Irelal6d & Associates SurUeytir>,g Inc. Length (Arc) Measured Rfd. - Roofed ppx;yg{prr lay; I MN&D Nail & Disk Set - Set AV Robot & P .. Reber Ca LB 7623" L I' 1301 S. International ParkwaySuite 2001 N R. Non -Radial TYp, - Typical I- t/"w",'/ P tya y'r.• Lake Mary, Florida 32746ORBOfficialRecordsBookUE - Utility Easement P Plat WM - Water Meter www.irelandsurveying.com P.B. Plat Book 11 - Doha (Central Angle) BiCED83FCAE84E8 Office-407.678.3366 Fax-407.320.8165WoodFence0- - Chain Link Fence