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HomeMy WebLinkAbout4617 Tampico Way 17-1496- NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:, / 7 - Documented Construction Value: $ 1 to ', -7 , 55 Job Address: Lj(ol'-I, Town&,> lsculftd, ELI Historic District: Yes El No ParcelT-D: Residential,M Commerciaill Type ofWork: NewX Addition[] Alteration[] Repair[] DemoEl Change ofUse Moven Description of Work: Plan Review Contact Person: Mainin Title: Phone: kn - 7. U V. Fax: Email: Property Owner Information Name Street: Pq City, State Zip: Phone: '41; 1i-5%to- 35(d5 Resident of property? : Contractor Information Name &U C1 1b Q Street: X 6 S. WLMI_Ddmf 2_kr _aft)D_ City, State Zip: Phone: Fax: State License No.: A= 1,57lq Architect/Engineer Information Name: hLOn±- Al .' i '% Phone: -qo - (01it- Street. aax_ fh AhinN Mit-AD Fax: ---4461* - (#SA,!: city, St, zip. Alt_amwk, SprVins, E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RFSULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 1 TkIEFIRST 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 permit and that all work will be performed to meet standards of all taws regulating construction in tkisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F13C 105. 3 Shall he Inscribed with (tic (late of application and the code In effect as of that date, 51h Edition (2014) Florida Building Code Raviwd; June 30, 2015 Perailt 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 govemmontat entities such as water matiagetron', districts, state ageni-es, 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 submttal, A copy of the executed contract is required in order to calculate R plan review charge and will be considered the estimated construction value of the job at die 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. Q)VNER'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. lg= 150VA buflRe Print Owncrtggont's Name Signs e ofN 0fA**M--F0**V Date3ig NOTAR Y PUSLIC STATE OF FLORIDA C=n* 00002806 6/1 5=20 Owner/Agent of Personally Known to Me or Produced T.D — Type of ID I eap sinatureofC, "1toJAgerd4--' Date r7 MS441 D Hat Colitrd. Tor/Agent'S Name Sig ta of Notary- V"f Flo, M. Plck"4F NOTARY PUBLIC STATE OF FLORIDA Ca" OW2006 E*%ft 8/16/2020 Contractar/Ag nt is ___Personally Known to Me or Produced III) --- Type of ID BELOW IS FOR OFFICE USE ONLY, Permits Required: Building g Electrical Er Mechanical Z' Piumbing GasF-J Roof[] Construction Type:- Occupancy Use: 3 Flood Zone: X-5CL-- Total Sq Ft of Bldg: l Min. Occupancy Load: 11 —# Of stories: '7- New Construction: Electric - # of AmpsL510 Plumbing - # of Fixtures_ Va \ 1- .'5 501k) Fire Sprinkler Permit: Yes [] No [' # of Heads APPROVALS: COMMENTS: ZONIN (.( 911- 7— UTILITIES:. FIRE: F' NCTfNTERl-NG: Fire Alarm Permit: Yes [] No LJ 17.411WASTEWATER: Clk to constrict Single Family home, with setbacl<s and impervioLis area shown on plan, BUILDING: Revised: Jure 30, 2015 Permit Application s p h i V to CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / i " l 5 " y Documented Construction Value: $ Job Address: 1'4 'ca n a Historic District: Yes No Fareel im, _ -.? Q-s34? - o--00010- (3(9 0 Residential Commercial Type of Work: Neer % Addition CI Alteration[] Repair Demo[] Change of Use Move Description of Work: Plan Review Contact Person: noia RidxdylA Title: 2rbkC Coaii'd1!'1{ " Phone: ( 7-U$"• YVI T Fax: Email: f A'I,lMdSS&ty1 Property Owner Information 11 Name CeWb- R r3 , LJ-C. CTeaCGt% Phone: - 511.0* 13" Street: « tOO OaL RoadResident of property? City, State Zip: JJ0J l Contractor Information Nance &U C1 lbolf'e Phone: Street: jl $ S. Wes} avy- dmf `3m- Roo Fax: City, State Zip: ii` 49 State License No.: =15'1c)'SA 1 W. Architect/Engineer Information Name: Mon A Phone: L10 l -• 1 Street: 1y!f. `°tAAkI Fax: m' "L Bonding Company: Address: U i r .• 1 --1 a i •.0 Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIKENCEMENT 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 TEIE .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, P13C 105.3 .Shall be Inscribed with (lie date of application and the code In effect as of that date: So' Edition (2014) Florida Building Code Revised: June 10, 2015 Permit Application c> 1.CF: 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. WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. AmA,- IVA uMe Print Owncr ent's Name NOTARY PUBLIC STATE OF FLORIDA Comm* 0GO028M 1 Cea 6J1512020 OwnerlAgent is ,/ Personally Known to Me or Produced ID Type of ID SI iaturcofC cto Agen Date cl Print Cou torlAgcnt's Name Sig a to of Notary- f Plo M. PlCkeA* NOTARY PUBLIC STATE OF FLORIDA w • G"28 W IEWM 6/16/2020 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof 0 Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No R # of Heads Fire Alarm Permit: Yes D No APPROVALS: ZONING: UTILITIES: Z2-/*ASTE WATER: ENGINEERING: COMMENTS: Ww BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # 17-1496 Address: 4617 Tampico Way BUILDING PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 30 Slab / Mono Slab Pre our 40 Lintel / Tie Beam / Fill Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 80 1000 Final Stucco / Siding 90 Drvwall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min g, "W016 NN , M 1-111 M-#r1le0 Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final L REVISED: June 2014 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 -August 2017 BP# 17-1496 4617 Tampico Way Type of Construction: V13 SQUARE FOOTAGE OF RESIDENCENCE LESS GARAGE: I 17301square feet I SQUARE FOOTAGE OF GARAGE, ONLY: 4241square feet i SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 21541square feet i Dollar Valuation of Work: 1 $216M78.581 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 1 $66.7 1 $1,552.55 25.00 AE:- 648.- Z_ _T 1 $2,292.5 Plumbing Fixture Calculation 17-1496 4617 Tampico Way 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- 1496 Address: 4617 Tampico Way 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: 2154 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 1877-1 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: tpickeringC@dwhomes.corn Property Address: 4617 Tampico Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0360 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 110-1 New structure Existing Structure (pre-2007 FIRM adoption) F-1 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) mg . . . . . . . . . . . . N NINE '.mINaNsNE 'E", 0 '!nim ""i"' *" , kii, n 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: E] The parcel is in the: El floodplain Elfloodway E] A portion of the parcel is in the: 0 floodplain El floodway FNW The parcel is not in the: 01floodplain E]floodway 0 The structure is in the: Ofloodplain E]floodway El The structure is not in the: 0 floodplain F--J 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# 17-1496 Reviewed by: Michael Cash, CFM Date: May 24, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date. -0 ff f hereby name and appoint: aaniA Y I d6e rn)' 0V V an agent of. thwe's Natne owolilpan) to be my lawful attorney -in -fact to act for one to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: t LC Q k A, )IA -A A Stint Addt sj 1---xpiration Date for This Limited Power of Attorney: License Holder Name: 'I ra 7r, State License Number: C Signature of License Holder-: STATE OF FI,OsRIDA COUNTY OF "I R41- The foregoing instrunip9t was a re me this 45 day 0 201 /' wfteto ti7_, by Ild I V who is pe<rtso*nally known to me or o wl-to has prbduced as identification and who did (did -no akc an oath, JA Vj V\8Ik1jCgnature. f V Notary Seat) ( —Jamp (I Print or type narfte 1AMMY LYNN BAILEY Notary Public State of Florida Commission # GG 042,385 My Comm, Expires Feb 24. 2021 Bonded through National Notat y Assn. Rev. 08.12) Notary Public - Stale Qf Commission No, My Commission Expires: pI P Application for Paved Driveway, Sidewalk or R1 Walkway Including Right -of -Way Use & ltv%,_)4 Landscaping in Right -of -Way1877— MW.Glinfirritti.illov Department of Planning & Development Services 300 North Park Avenue, Sanford, Fiords 32771 Phone: 407,688.5140 Fax: 407,688.5141 This perrNt authorizes work to be done on the subject property or In the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this perrWt, -tie pernrilt 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 city right-of-way. It does not approve any work within any other Jurisd(ctlon's rfght-of-way, All requested information below as well as a current survey, site plan or plot clearly Identlyng the K114WWAVIbOlOW, size and location of the existing dght-of-way and use shall be provided or application could be delayed. 1. Project Locatlort/Addrees: 44 116 1 0= %I A AA frg, EL Z]E-1_2 2, Proposed Activity: 9 Driveway K Walkway E] Other. 3, Schedule of Work: Start Date Completion Date UOV Emergency Repairs 4, Brief Description ofVVorK: DO eulaq Q1tJ_kUi&WV_ Ee_ I This application is submItt d by: Property Owner: Signature: Print Nai-ne:__'3aUd Address: &15 S. ftitlitc' tc At m6y" SoMas.FiLL WilCA DM Phone; HQJ -%tJS=J' jtFax: Erriall! Date: Maintenance Responsibilities/indemnification The Requester, and his succeasore and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future constr"ctlon of roadways, utilities, stormwater facilities, or any general maintenance aQtivWos by the City becomes in conflict with the above permitted activity, the perrmittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way Ifthe Requestordoes not continuously maintain the improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, aler appropriate notice, restore the area to its orovious condition at the Requestor's expense and, if necessary, file a lien Oil 018 Requester's property to recover costs of restoration. To the V last extent permitted by law, Roquestor agrees to defend, indemnify, and hold harmless tie City, Its =ino1persons, agents, somills, or employ- ees (appointed, elected, or hired) fleM and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, soll' ement, and reasonable attorney's fees tip to and including an appeal), resulting in any fashlon from <Y adalng directly or Indirectly nut of or connected with the,,jaa of the City's right-of-way, I have rVd and vndqrskanV the above statement and by signing this application I agree to its terms. Pre -pour Inspection by; Application No: Reviewed. Public Works Utilities Approved: Engineering Site Inspected by: Special Perrall, Conditions: This permit shall be posted on the site during construction. Please call 407.688.6000 24 hours In advance to schedule a pro -pour inspection, Date: Official Use Only Fee: Date: Data; Date; Date: - Z ltl__ Date: November 2016 ROW Use wvoway. Oil REQUEST FOR TUG & PRE, POWER AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberjy, Longwood, Oviedo, Sanford, Seminole cotinty, Winter Springs Date:_15 lawl 1—+ Project Name: An V) %\O C Project Address.- L401 -V—XQ Building Permit 4: Electrical Perm 't k In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pte-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. Tf the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been 15SLied, thojurlsdiction 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 Indiv.1duelly indemnify and hold harmless thojurisdictlon from all such damages and costs, including attorney's fees, 4. Prior to pro -power, the building OC Structure shad 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 hispect6r. 5. Interior elecirleAl rooms shall be lockable, If electrical paticls are In an area that cannot be locked by doors, the panels shall be equipped with a looking mechanism (approved by the Al-li), 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/Pro-power approval is valid for a maxinium of 180 days'll-orn date of approval, 7. If'provided, the fire sprinkler system most be operational with Water on the system prior to pro -power. 9. TUG approval is for service nad outside GFCI outlets only. 9, Check With the local J111i"'Wiction for fees associated with tugs, d bufo le Print Name of 0 ; Z: r/Te ant SlfgnatiHoOwner/Tenant JU KISD ICTION S \WL0YEENA ME: RMSDICTION: IF e, ic. i WA 1-Airpe - Print Ndr; of Goa. Contractor S igna tV6 of Oen. l7ontractor Gen, Contractor License # Print Nance orE, Contractor Con'rac' Si, lature of El, Contractor C- E I. Contractor License CALLED INTO! Z Progress Energy c3 Florida Power and Light on Rev, 02/10/15) 2 Prepared Ely aixl Return ta: JOWN KINGMAN KFATING, ESQUIRE TOWN SQUARE UTLF. LTD 2.50 FAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422-2234 FACSIMILE: 407.843-89(A GRANT NALOYP SEMINOLL COUNTY CLERK OF CIRCUIT COURT & COMFTROLLER 8K 'IZ82 F-i 1028 (IP3s) CLERK'S a 2017029366 RECORDED 03/24/2017 08:34'!36 All RECORDING FEES $10-00 RECORDED BY hdevore WE17022 KWORDNG INFORMATION -ABOVE -THIS LINE I NOTICE OF COMMENCEMENT Pen -nit Number: Tax Folio Number: 22-20-30-518-0000-00 10 (earent 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 Conutiencement: 1. Legal Description of the Property: Lot 36, Reagan Pointe, according to the map or plat thereof, as recorded in Nail Book 81, Page(s) 45 through 52, Inclusive, of the Public Records of Seminole County, Florida. Proeerix Address: 4617'ram eico Wal, Sanford, Florida 32773 TGetieral Descri2tion of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company I I I I North; Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different thani4(a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S-7 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 TPersons 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 S. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in iSection713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 7 Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and Tonal payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER, AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company Jahn g ,,, as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument, I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because:,04,pemnially know him/her/them OR 0 1 have satisfactory evidence of same based upon a 0 Florida driver's license or 0 Other identification: WITNESS my hand and official se -al in the State and County aforesaid this 22nd day of March, 2017, h Notary Public Signature PLACE NQTARY NAME & SEAR. IMMMIATFLY MOW) D.BRUCKS llYC0k41JiSS:0N#FF047059 FXP!?,'S: September 10, 2017 a^,Tfirlj t mry Szmces J,'(' ", I !1, 1 ) C 0 1 IN,` FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot36ReaganPointe74986 Builder Name: David Weekley Homes Street: 4617 Tampico Way Permit Office: City, State, Zip: Sanford . FL , 32773 Permit Number 1 4 9 Owner: Design Location: FL, Sanford Jurisdiction:, 1Jurisdiction: 00 County: Seminole (Florida Climate Zone 2 K 1 New construction or existing New (From Plans) 9, Wall Types(2485,0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1367.30 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 78711 ft2 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=1 3.0 330.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (11163.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 ft2 6. Conditioned floor area above grade (ft2) 1675 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Winclows(21 1,1 sqft.) Description Area a, Sup: Attic, Ret: Attic, AH: 2nd Floor 6 338 a. U-Factor: Dbl, U=0.34 211.11 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14,00 a U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1 A75 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (11675,0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 601.00 ft2 b. Conservation features b. Floor Over Other Space R=O.O 504.00 ft2 None c, other (see details) R= 570.00 ft2 15. Credits Pstat Glass/Floor Area: 0.126 Total Proposed Modified Loads: 57.71 PASSTotalBaselineLoads: 60.01 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this ON Code. calculation indicates compliance with the Florida Energy Code. 0 PREPARED BY: Before construction is completed it DATE: this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Energy Code. Florida Statutes, QQUyewiththe OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier 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. 4/25/2017 2:00 PM EnergyGauge@ USA - FlaRes2014 Section R405,4,11 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot36ReaganPointe7498B Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1675 Lot ft Owner: Total Stories: 2 B lock/S u b Division: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 4617 Tampico Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockll 1675 15577.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 601 55893 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1074 9988.2 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 ---- ---- 424 ft2 13 0.2 0 0.8 2 Floor Over Other Space 2nd Floor ---- ---- 504 ft2 0 0.3 0 0.7 3 Raised Floor 2nd Floor ---- ---- 146 ft2 13 0.2 0 0.8 4 Slab -On -Grade Edge Insulatio 1st Floor 84.5 ft 0 601 ft2 0A 0 0.6 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck PitchV # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1873 ft2 0 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1675 ft2 N N 4/25/2017 2:00 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type - - Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1163 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowVWall-Type Space -....--R-Value Ft-- In .. .... . . ...... Ft In-- 1 NW Exterior Frame - Wood 2nd Floor 13 49 4 9 4 460.4 ft' 0 0.25 0.6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 13 23 11 9 4 223.2 ft' 0 0.25 0.6 0 4 SE Exterior Frame - Wood 2nd Floor 13 49 4 9 4 460A ft' 0 0.25 0.6 0 5 SE Exterior Concrete Block - Int Insul 1st Floor 7 35 11 9 4 335.2 ft' 0 0 0.6 0 6 NE Exterior Frame - Wood 2nd Floor 13 23 11 9 4 223,2 ft2 0 0,25 0.6 0 7 NE Exterior Concrete Block - Int Insul 1st Floor 7 23 11 9 4 223.2 ft' 0 0 0.6 0 8 Garage Frame - Wood 1st Floor 13 35 5 9 4 330.6 ft' 0 0.25 0.01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation, Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 034 0.3 8-0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 2 NW 2 Vinyl Low-E Double Yes 0,34 03 30.0 ft' 1 ft 4 in 11 ft8in Drapes/blinds Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 12.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.34 03 413 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 SE 4 Vinyl Low-E Double Yes 0.34 0.3 6.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 6 SE 4 Vinyl Low-E Double Yes 034 0.3 30.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds None 8 NE 6 Vinyl Low-E Double Yes 0.34 03 15.5 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 9 NE 6 Vinyl Low-E Double Yes 034 03 15.5 ft' 1 ft 4 in 4 ft 8 in Drapes/blinds Exterior 5 10 NE 7 Vinyl Low-E Double Yes 0.34 03 24.1 ft' 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 11 NE 7 Vinyl Low-E Double Yes 0.34 0.3 20.7 ft' 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 424 ft' 424 ft' 53 ft 93 ft 1 4/25/2017 2:00 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION ft Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) 000295 1298,1 71.27 134.02 .2655 5 HEATING SYSTEM 9 System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump split HSPF:8.2 28,6 kBtu/hr I sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVACV # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 338 ft2 Attic 84.5 ft2 Proposed On 2nd Floor --- cfm 100.5 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan MarOctINgFebFebAprrMJunJulJUAuSepOct0 v Dec I an 'rHeatingJM Ap y Jun JU Aug SepMay9JXJrl11il Nov Dec Venting Jan Feb X MarX Apr Jul SepMayJunAug XOctX Nov Dec 4/25/2017 2:00 PM EnergyGaugee USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 4/25/2017 2:00 PM EnergyGauge@ USA - FlaRes2014 Section R405.4,1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 4617 Tampico Way, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7, Windows— Description a. U-Factor: Dbl, U=034 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b, Concrete Block - Int Insul, Exterior c. Frame - Wood, Adjacent 3 d, N/A 10. Ceiling Types No a. Under Attic (Vented) 1675 b. N/A Area c. N/A 211,11 ft' 11. Ducts a. Sup: Attic, RetAttic, AH: 2nd Floor ft' 12. Cooling systems ft' a. Central Unit ft' 1. 475 ft. 0. 300 Insulation Area R= 0.0 601.00 W R= 0.0 504.00 ft' R= 570.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features 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: Address of New Home: Date: City/ FL Zip: Insulation Area R= 13.0 1367,30ft' R= 7.0 787,11 ft' R= 13.0 330.56 ft' R= ftz Insulation Area R= 38.0 1163.00 ft' R= ft' R= ft' R ft' 6 338 kBtu/ hr Efficiency 28. 6 SEER:14,00 kBtu/ hr Efficiency 28. 6 HSPF:8,20 Cap: 40 gallons EF: 0.94 Pstat 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/ 25/2017 2:01 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report Job: Date: Lot 36 Reagan Pointe 74 01.03.17 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: DAVID WEEKLEY HOMES Design Conditions Outdoor design DB: 93.0°F Outdoor design WB: 75.2°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 21435 Btuh Latent gain: 3541 Btuh Total gain: 24976 Btuh Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 21975 Btuh 103% of load Latent capacity: 4750 Btuh 134% of load Total capacity: 26724 Btuh 107% of load SHR: 82% Design Conditions Outdoor design DB: 40.9°F Heat loss: 21610 Btuh Indoor design DB: 70.0°F Entering coil DB: 76.1°F Entering coil WB: 63.1°F Entering coil DB: 69.6°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27689 Btuh 128% of load Capacity balance: 34 'F Supplemental heat required: 0 Btuh Economic balance: -99 oF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.3 kW 100% of load Temp. rise: 61 *F Meets are all requirements of ACCA Manual S. 2017-Apr-25 14:02:01 wrightSOft* Right-Suitet Universal 2017 17 0, 16 RSU24005 Page 1 10C A ... t36ReaganPointe74988\Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE Component Constructions Job: Lot 36 Reagan Pointe 74 Date: 01.03.17 iiiin CMMM14#40 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407-831-2665 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: 29'N 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 (T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area 1.1-value Insul R Htg HTM Loss Cig HTM Gain it, Btu h /W-'F ft-'F/Btuh Btuhft' Stuh Btu h /W Btu h Walls 12C-Osw: Frrn wall, stucco ext, F-13 cav ins, 1/2" gypsum board int ne 192 0.091 13.0 2.65 508 2.37 455 frish, 2"x4" wood frm, 16" o.c. stud se 424 0.091 13.0 2.65 1124 2.37 1006 sw 177 0.091 13.0 2.65 469 2.37 420 nvv 452 0.091 13.0 2.65 1198 2.37 1072 all 1246 0.091 13,0 2.65 3299 2.37 2953 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 178 0.167 3.0 4.86 866 3.31 591 board int fnsh se 327 0167 3.0 4.86 1588 3.31 1083 nw 174 0,167 10 4.86 845 3,31 576 all 679 0.167 3.0 4.86 3299 3.31 2250 Partitions 12C-Osw: Frrn wall, r-13 cav ins, 1/2" gypsum board int frish, 2"x4" 312 0.091 13.0 2.65 827 1.47 459 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.89 154 22,5 350 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium, 13 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, ne 16 0.340 0 9.89 154 22.5 350 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 13 ft overhang (5.2 ft window ht, 4.7 ft sep); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 24 0.340 0 9.89 240 22.5 545 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 2 ft ne 21 0.340 0 9.89 206 22.5 467 overhang (5,2 ft window ht, 2 ft sep.): 6.67 ft head ht all 45 0.340 0 9.89 446 22.5 1012 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 6 0,340 0 9.89 59 17.8 107 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1,3 ft overhang (3 ft window ht, 0.83 ft sep); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 30 0.340 0 9,89 297 20A 611 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5 ft window ht, I ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 8 0.340 0 9.89 79 23.2 185 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2017-Apr-25 14:02:01 wrightsoft' Right-Suite) Universal 2017 1TO, 16 RSU24005 Page 144M .,.t36ReaganPointe7498B1Lot36ReaganPointe749$B,rkip Calc = MJ8 House faces: NE 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 42 0,340 1/8" thk; NFRC rated (SHGC=0,30); 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, I ft sep.); 6,67 ft head ht 2B-2fv * 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, sw 5 0,340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium, 1.3 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 8 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium: 1.3 it overhang (2 ft window ht, 1 ft sep.), 6,67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 30 0,340 1/8" thk; NFRC rated (SHGC=0.30) ' 50% drapes, medium, 1.3 ft overhang (5 ft window ht, 11.67 it sep.), 6.67 ft head ht Doors 0 9.89 412 20,5 852 0 9.89 45 1118 62 0 9.89 79 22,5 180 0 9.89 297 22.5 674 11J0: Door, mtl fbrgi type nw 24 0,600 6,3 11 DO: Door, wd sc type n 18 0390 0 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1163 0,026 38.0 gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 6" thkns, r-1 3 cav ins, amb ovr 146 0,068 13,0 20P-13t: Fir floor, frm fir, 6" thkns, r-11 3 cav ins, gar ovr 416 0.068 13.0 22A-tpl: Bg floor, light dry soil, on grade depth 85 0.989 0 17.5 419 18.6 447 113 203 12.1 216 0.76 880 1,42 1649 1.98 289 0.99 145 1.98 822 0.99 411 28.8 2432 0 0 Ld a wrightSoft Right -Suite@ Universal 2017 17,016 RSU24005 2017-Apr-25 14:02:01 IF Page 2 AG... t36ReaganPointe74986\Lot36ReaganPointe7498B,rup Calc = MJ8 House faces: NE Job: Lot 36 Reagan Pointe 74... G-`DEL-A1R ProjectSummary Date: 01.03.17 Miuma,menwilmulma Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCOWAY, SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY HOMES Notes: LS by CA on 04.25.2017 Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 18860 Btuh Ducts 2751 Stuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21610 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cool Area ( ft2) 1675 ,n y% Volume ( ft3) 16408 16408 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO30000OA0 AHRI ref 9162305 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 17638 Btuh Ducts 3797 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 21435 Btuh Latent Cooling Equipment Load Sizing Structure 2668 Btuh Ducts 873 Btuh Central vent (0 cfm) 0 Btuh gone) Equipment latent load 3541 Btuh Equipment total load 24976 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh (@ 47°F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0,044 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 21528 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017- Apr-25 14:02:01 viltrightsoft' Right,Suite®R universal 2017 17,0,16 RSU24005 Page 1 A05K ... t36ReaganPointe74986\Lot36ReaganPointe7498B,rup Calc = MJ8 House faces: NE DEL -AIR Right-J@ Worksheet Job: Lot 36 Reagan Pointe 7498 8 r MEN" I W an"K9111"M Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 1 Room name Entire House Kitchen 2 Exposed wall 231.5 ft 25.0 ft 3 Room height 9,3 ft 9.3 ft heaticool 4 Room dimensions 1.0 x 246.8 ft 5 Room area 1764,3 ft' 246.8 ft' Ty Construction U-value Or HTIVI Area (ft2) Load Area (w) Load number 6tuhif,1-1F) BtutVft') I or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross Heat I Cool I Gross NrPtS Heat Cool 6 V.V 12C-0sw 0.091 ne 2.65 2.37 223 192 508 455 0 0 0 0 2A-2ov 13A-3ms 0.340 0.340 0,167 ne ne ne 9.89 9.89 4.86 22.45 2245 3.31 16 16 223 0 0 1 78 154 154 866 350 350 591 0 0 0 0 0 0 0 0 0 0 0 0 L22A-2o W 11 2A-2ov 2A-2ov 12C-0sw 0340 0.340 0.091 ne ne se 9.89 9.89 2.65 22.45 22A5 2.37 24 21 460 0 0 424 240 206 1124 W 467 1006 0 0 0 0 0 0 0 0 0 0 0 0 Lj V.V 2A-2,v 0.340, 0.340 so se 9,89 9,89 17,77 20.36 6 30 3 7 59 297 107 611 0 0 0 0 0 0 0 0E22A-2ov VL13A-3ocs 2A-2ov 12C-Osw 0,167 0.340 0.091 se se sw 4.86 9.89 2.65 3.31 2118 2.37 335 8 223 327 0 177 1588 79 469 10831185 420 144 0 0 144 0 0 701 0 0 478 0 0 G VLvjv2A-2o 2. -2fv 12C-0s w 0.340 0.340 0.091 sw sw nw 9.89 9,89 2.65 21,47 13.79 2.37 42 5 460 1 3 452 412 45 1198 812 62 1072 0 0 0 0 0 0 0 0 0 0 0 0W L--r, 2A-2ov 13A-3ocs 0.340 0,167 nw nw 9.89 4.86 22.45 3.31 81 228 0 174 79 W 180 576 0 88 1 01 88 0 429 0 2193W 2A-2ov 1 11,10 12C-Osw 0.340 0,600 0,091 nw nw 9.89 17.46 2.65 22.45 18.63 1.47 30 24 330 0 24 312 297 419 81 674 447 41 0 0 330 0 0 312 0 0 827 0 0 459 L:jG P L-D 11DO 1613-38ad 0.390 0.026 n 11.35 0.76 12.11 1.42 18 1163 18 1163 203 880 216 1 649 18 0 18 0 203 01 216 0c F 2OP-13t U68 1.98 0.99 146 146 289 145 0 0 0 0 F 2OP-13 0,068 1. 981 0,99 411 416 822 411 0 0 01 0 F 22A-tplt 0.989 2838 0.001 601 85 2432 0 247 251 7191 0 61 c) AED excursion 0 182 Envelope loss/gain 14492 12913 2879 1264 12 a) Infiltration 4368 1405 4721 152 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2400 1200 Subtotal (lines 6 to 13) 188W 176381 3351 2616 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18860 17638 3351 2616 15 Ductloads 15% 22% 2751 3797 10% 1 0% 335 262 Total room load 21610 21435 36% 2877 Air required (c(m) 953 1953 1 1 163 1 1281 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Apr-25 14:02:01 Right -Suited Universal 2017 17,0,16 RSU24005 Page 1 t36ReaganPointe7498BkLot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE DEL -AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: Lot 36 Reagan Pointe 7498 B Date: 01.03.17 By: BENTLEY 1 Room name Powder DiningiFamily 2 Exposed wall 5,5 It 54.0 It 3 Room height 9,3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 5,5 It 1.0 x 321.5 It 5 Room area 33.0 ft' 321,5 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) B tuh) Heat Cool Gross NIP/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0,091 ne 2.65 2.37 0 0 0 0 0 0 0 0 0.340 ne 9.89 22,45 0 0 0 0 0 0 0 0E22A-2ov 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 223 178 866 591 1 2A-2ov O.340 ne 9,89 22,45 0 0 0 0 24 0 240 545Lj2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 21 0 206 467 W 12C-Osw 0.091 se 2,65 2.37 0 0 0 0 0 0 01 0 2A-2ov 0.340 se 9,89 17,77 0 0 0 0 0 0 0 0E:2 2A-2ov 0.340 se 9,89 20.36 0 0 0 0 0 0 01 0 T 13A-3ocs 2A-2ov 0.167 0.340 se se 4.86 9.89 3.31 23,18 15- G 0 51 0 249 0 170 0 14018 132 0 639 79 436 185 W 12C-Osw 0,091 sw 2,65 2.37 0 0 0 0 0 0 0 0 2A-2o v 0.340 s w 9.89 20.47 0 0 0 0 0 0 0 0E:2 26 -2fv 0.340 sw 9.89013,79 0 0 0 0 0 0 0 W 12C-Osw 0 .091 nw 2.65 2,37 0 0 0 0 0 0 0 0 L--j,- 2A-2ov 0.340 nw 9.89 22.455 0 01 0 0 0 0 0 0 w G 13A-3ocs 2A-2ov 0,167 0.340 nw nw 4.86 9,89 3.31 22.45 0 0 0 0 0 0 0 0 140 30 86 0 416 297 283 674ED11,10 0.600 nw 17,46 18,63 0 0 0 0 24 24 419 447 P L-C) 12C-Osw 1 1DO 0.091 0,390 n 2.65 11.35 1.47 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B:38ad 0.026 0,76 1,42 0 0 0 0 0 0 0 F 20P 13t 0.068 1. 98 0. 99 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 198 0.99 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28'78 0.00 33 6 158 0 122 54 15 -14 0 6 c) AED excursion 13 303 Envelope loss/gain 407 156 4715 3325 12 a) Infiltration 104 33 1019 328 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 3 690 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 511 190 5734 4343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 511 190 5734 4343 15 Duct loads 10% 10% 51 19 10% 10% 573 434 Total room load 562 2191 6308 4777 Air required (cfm) 1 1 25 9 1 1 278 1 212 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft' 2017-Apr-25 14:02:01 Right-SuiteC Universal 2017 17,0,16 RSU24005 Page 2A-1Z* t36ReaganPointe7498B\Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE lj DEL-AIR Right-J@ Worksheet WAT" am ca"MMU4 Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: Lot 36 Reagan Pointe 7498 B Date: 01.0317 By: BENTLEY 1 Room name IvIsIr Bdrm Mstr WC 2 Exposed wall 31,5 ft 15 ft 3 Room height 9.3 ft heaticool 93 ft heat/cool 4 Room dimensions 1.0 x 249.5 ft 3,5 x 6.5 ft 5 Room area 249.5 ft' 22.8 ft' Ty Construction U-value Or HTIVI Area (ft') Load Area (ftz) Load number 6tuWft1-'F) Btuh/tt') orperimeter (ft) Btuh) or perimeter (ft) Btuh) Heat 1 Heat Cool Gross L ,P Heat Cool 6 WL 0M1 ne 2.65 2.37 0 0 0 0 0 0 2A-2oV 0.340 ne 9.8912C-Os 9 22.45 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22,45 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 11 2A-2ov 0,340 ne 9M 22.45 0 0 0 0 0 0 0 0LGG2A-2ov 12C-Osw 0,340 0.091 ne se 9.89 2,65 22.45 2,37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 2A-2ov 0.340 se 9.89 17,77 0 0 0 0 0 0 0 0Lj2A-2ov 0,340 se 9.89 20,36 0 0 0 0 0 0 0 0 W L--G 13A-3ocs 0.167 se 4.86 3.31 0 0 01 01 0 0 01 0 2A-2ov 12C-Osw 0.340 U91 se sw 9.89 2.65 23.18 2,37 0 98 0 56 0 1411 0 133 0 31 0 33 0 116 0 77WLj2A-2ov 0,340 sw 9.89 20,47 42 9 412 852 0 0 0 0 2B-2fv 0.340 sw 99.8913,79 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 nw 2.65 2.371 1951 187 496 444 0 0 0 0 L--G 2A-2ov 0,340 nw 9.89 22,45 8 0 79 1801 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 0.340 nw 9:89 22:45 0 0 0 0 0 0 0 0Lj2A-2o 11,10 0.600 nw 1T46 18.63 0 0 0 0 0 0 0 0 PL D 12C-Osw 11 DO1DO 0.091 0,390 n 2.65 11.35 1,47 12.11 0 0 010 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0. 1.98 1421 25 25026 18952 354 293 29 171 32 F 2OP-13t 0.068 0.9976601261739 F 2OP-1 3t 068 98 0.99 223 221 442 221 14 14 281 14 F 22A-tpl 00.989 I 218.78 OM I 0 0 0 I 0 0 r 0 0 0 6 c) AED excursion 290 10 Envelope loss/gain 1818 2498 148 122 12 a) Infiltration 594 191 66 21 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 6W 0 Subtotal (lines 6 to 13) 2412 3520 214 143 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2412 3520 214 143 15 Duct loads 19% 29% 466 10341 19% 1 29% 41 4 Total room load 2878 45141 1 256 185 Air required (cfm) 127 202 1 11 1 8 Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Apr-25 14:02:01 wrilghts4DTV Right Suite@ Universal 2017 17.0,16 RSU24005 Page 3ARkt36ReaganPointe7498B\Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE DEL -AIR Right-JO Worksheet I ff" &M Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 36 Reagan Pointe 7498 B Date: 01.03.17 By: BENTLEY 1 Room name Mstr 6thrrn Mstr WIC 2 Exposed wall 21.5 ft 6.0 ft 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 122.5 It 11.5 x 6.0 it 5 Room area 122.5 It' 69,0 111 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter ((t) 13tuh) Heat Gool Grass N/P/S Heat Cool- Gross N/P/S - - Heat- j- Cool 6 W 12C-Osw 0,091 ne 2.65 2.37 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22A5 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9.89 22.45 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 11 2A-2ov 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0Ej2A-2ov U40 ne 9.89 22A5 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.65 237 107 107 283 254 0 0 0 0 0,340, se 9.89 17,77 01 01 0 01 0 0 01 0E:2v2A-2o 2A-2,v 0,340 se 9.89 20.36 0 0 0 0 0 0 0 0 VIV L_G 13A-3ors 2A-2ov 0,167 0.340 se se 4.86 9.89 3.31 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WL:j 12C-Osw 0.091 sw 2.65 2.37 93 89 234 210 0 0 0 0v2A-2o 0.340 s w 9.89 20A7 0 0 0 0 0 0 0 0 213-21'v 0.340 sw 9.89 13.79 5 3 45 62 0 0 0 0 W 12C-Osw 0.091 nw 2.65 2.37 0 0 0 0 56 56 148 132 L__G 2A-2ov 0.340 nw 9,89 22,45 0 0 0 0 01 0 0 0 W 13A-3ocs 0.167 nw, 4.86 3.31 0 0 0 0 0 0 0 0 2A-20v 0.340 nw 9.89 22,45 0 0 0 0 0 0 0 0L: D I'lio OMO nw 17,46 18,63 0 0 0 0 0 0 0 0 P L-D 12C-0sw 11DO 0,091 0,390 n 2.65 11.35 1.47 1211 010 0 0 0 0 0 0 0 0 010 0 0 0 0 C 16B-38ad OM6 0.76 1,42 1231 123 93 174 69 69 12 911 F 20P-13t OM8 IM 0.99 50 50 98 49 0 0 0 0 F 20P-13t 0.068 1.98 0.99 73 731 144 72 23 23 46 23 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 10 19 Envelope loss/gain 897 811 245 234 12 a) Infiltration 4061 130 113 36 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 1303 941 359 270 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1303 941 359 270 15 Duct loads 19%l 29% 1 252 277 19% 29% 69 79 Total room load 15551 1218 428 350 Air required (cfm) 691 54 19 16 Calculations apgroved by ACCA to meet all r2quirements of Manual J 8th Ed, wrightsoft' 2017-Apr-25 14:02:01 Right-Suit0) Universal 2017 17.016 RSU24005 Page 4 t36ReaganPointe749861Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE ADEL -AIR Right-JO Worksheet w" rM emmm"00 Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: Lot 36 Reagan Pointe 7498 B Date: 01.03.17 By: BENTLEY 1 Room name Bthrrn 2 Bolan 2 2 Exposed wall 5.5 ft 28.5 ft 3 Room height 9,3 ft heat/cool 93 It heat/cod 4 Room dimensions 11,5 X 5.5 ft 1,0 x 176.5 ft 5 Room area 63,3 It' V&S It' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number BtulVft'-'F) Btulvft') or perimeter (ft) B tuh) or perimeter (ft) Btuh) Heat Coal Gross NIP/S Gross N/P/S He,,( C. 6 W 12C-Osw 0.091 ne 2.65 2.37 0 0 0 0 107 91 2421 217 2A-2ov 2A-2ov 13A-3ocs 0.340 0,340 0.167 ne ne ne 9,89 9.89 4.86 22,45 22.45 3.31 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 154 0 0 350 0 0W 11 2A-2ov 2A-2ov 12C-Osw 0,340 0,340 U91 ne ne se 9.89 9.89 2,65 22,45 22.45 2.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H, W 2A-2ov 2A-2ov 0,340 0.340 se se 9.89 9.89 17,77 20,36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0EjW L__, G 13A- 3ocs 2A- 2ov 12C- Osw 0, 167 0, 340 0. 091 se se sw 4. 86 9. 89 2, 65 3, 31 23. 18 2. 37 0 0 0 0 100 0 100 0 100 0 100 0 0 0 0 0 0 0 0 0 WEfG 2A-2ov 26- 2fv 12C- Os 0. 340 0. 340 0. 091 s swwow 9. 89 9. 89 2, 65 2 0,47 13. 79 2. 37 0 0 51 0 0 51 0 0 135 0 0 121 0 0 158 0 0 158 0 0 419 0 0 375 WL--- G 2A-2ov 13A- 3ors 0. 340 0, 167 nw, nw 9. 89 4. 86 22, 45 3. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W11, 10 12C- Osw 11DO 1613- 38ad 0. 340 OMO 0. 091 0. 390 0026 nw nw n 989 17, 461 2.65 11. 35 0. 76 22. 45 18. 63 1. 47 12. 111 1. 42 0 0 0 0 63 0 0 0 0 63 0 0 0 0 48 0 0 0 0190 0 0 0 0 177 0 0 0 01177 0 0 0 0 134 0 0 0 0 251 E2A- 2ov oGP L- D c F 20P_13t 0.068 1,98 980.99 0 0 0 0 43 43 84 42 F 2OP-13t OM8 198 0.99 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 28,78 0.00 0 0 1 01 10 0 0 0 0 6 c) AED excursion 16 2 Envelope loss/gain 183 195 1033 1232 12 a Infiltration b Room ventilation 104 0 33 0 538 0 173 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 287 228 15701 1405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 287 228 1570 1405 15 Duct loads 1 19%1 29%1 55 67 19% 29/. 304 4131 Total room load I 1 3431 2961 1874 1818 Air required (cfm) 15 113 83 1 81 Calculations ar)r)roved by ACCA to meet all requirements of Manual J 8th Ed 2017- Apr-25 14:02:01 14 f -ew v%rr1ght:sc)ifV Right -Suited Universal 2017 17,0,16 RSU24005 Page 5 t36ReaganPointe74986\ Lot36ReaganPointe7498B.rup Calc = MJ8 House faces NE DEL -AIR Right-JO Worksheet Job: Lot 36 Reagan Pointe 7498 B W a" I AM affimms" Entire House Date: 01.03.17 DEL AIR HEATING & AIR ByBENTLEY CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 1 Room name Bdan 3 Utility 2 Exposed wall 28,0 It 6.5 It 3 Room height 9.3 It heat/cool 9,3 It heat/cool 4 Room dimensions 11.0 x 187,8 ft 12.5 x 6.5 ft 5 Room area 187.8 It' 81.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (w) Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool - Gross N/P/S IHeat Cool Gross N/PtS Heat Cool 6 0,091 ne 2.65 2.37 116 101 267 239 0 0 0 0 T 12C- Osw 2A- 2ov 0.340 ne 9.89 22,45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.89 22.45 16 0 154 350 0 0 0 0 W 13A-3ocs 0.167 ne 4,86 3.31 0 0 0 0 0 0 0 0 11 2A-2ov 2A- 2ov 12C- Osw 0, 340 0. 340 U911 he ne se 9, 89 9. 89 2, 65 22. 45 22. 45 2, 37 0 0 144 0 0 144 0 0 382 0 0 342 0 0 60 0 0 54 0 0 144 0 0 129 E: 2 W1= 2v 2A-2o 2A- 2ov 0. 340, 0340 se se 989 9. 89 lT77 20. 36 0 0 0 0 0 010 0 6 0 3 0 59 0 107 0 W L- j,- 13A- 3ocs 2A. 2ov 12C- 0sw 0, 167 0. 340 0. 091 se se sw 4. 86 9. 89 2. 65 3. 31 23. 18 2. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W2A- 2ov 2B- 2fv 12C- Osw 2A- 2ov 13A- 3ocs 0. 340 0. 340 0. 091 0, 340 0. 167 sw sw nw nw nw 9, 89 9. 8913,79 2. 65 9. 89 4. 86 20. 47 2. 37 22. 45 131 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 I: j W L- G W lljo 12C- Osw 11DO 11613- 38ad 0. 340 OMO 0, 0911 0. 3901 0, 026 nw nw n 9. 89 17, 46 2. 65 11. 35 0, 76 22. 45 18. 63 1. 47 12. 11 11, 4242 0 0 0 0 119 0 0 0 0 119 0 0 0 0 138 0 0 0 0 2611 0 0 0 0 11 0 0 0 0 Ill 0 0 0 0 6 1 0 0 0 0 111 Et2A- 2ov R L-- D C F 2OP-13t 0,068 1.98 0.99) 19 0 0 0 0 F 0.068 11M 0.99 0 0 0 0 0 01 0 0 F 122A4pl2OP-13t 0. 989 28.78 0,00 01 0 0 0 0 0 0 0 6 c) AED excursion 1 7 Envelope loss/gain 982 1215 265 344 12 a) Infiltration 528 170 123 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 600 Subtotal ( lines 6 to 13) 1511 13851 3881 983 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1511 1385 388 983 15 Ductloads 190/01 29% 1 292 407 19% 29% 75 289 Total room load 1 1803 1792 463 1272 Air required (cfm) 1 791 80, 201 57, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 01 Right, Suite(4) Universal 2017 ITO, 16 RSU24005 2017- Apr-25 14 Page 6 t36ReaganPointe7498B\ Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE QEL-AIR Right-JO Worksheet Kff" so 00"Mmu"s Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 36 Reagan Pointe 7498 B Date: 01.03.17 By: BENTLEY 1 Room name Loft/Stairs 2 Exposed wall 16,0 ft 3 Room height 9.3 ft heat/cool 4 Room dimensions 1,0 X 190.5 ft 5 Room area 190.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number BtuWft'-'F) Btuh/ft') or perimeter (ft) 6tuh) or perimeter Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 ne 2.65 2.37 0 0 0 0 2A-2ov 0.340 ne 9,89 2Z45 0 0 0 0L::G G W 2A-2ov 13A-3ocs 0,340 0.167 ne 1 ie 9.89 4.86 22.45 3.31 0 0 0 0 0 0 0 0 11 2A-2o 0.349.8940ne922.45 0 0 0 0E: 7A-2ov 0.340 ne 9.89 22.45 0 0 0 0 W 12C-Osw 0,091 se 2.65 2.37 149 119 315 282 2A-2ov 0.340 se 9.89 17.77 0 0 0 F-- G 2A-2ov 0,340 se 9M 20.361 30 7 2971 611 W4.8613A-3ocs L--G 2A-2ov 12C-0sw 0.167 0.340 0,091 se se sw 4 9.89 2,65 3.31 23.18 2 3471 001 01 0 0 0 0 0 0 0 0 0W 2A-2ov 0.340 sw 9.89 20.47 0 0 0 0L:2 26-2fv 0.340 sw 9.89 3 719 0 0 0 0 W 12C-Osw 0.091 nw 2.65 237 0 0 0 0 L--G 2A-2ov 0.340 0.167 nw rm 9.89 4.86 22,451 3.31 01 0 0 0 0 0 01 0 tj13A- 3ocs 2A-2ov 0.340 nw 9,89 22.45 0 0 0 0 111,10 0,600 nw 17.46 18.63 0 0 0 0 P 12C-0sw 0.091 2.65* 65 1.47 0 0 0 0 L-D 1 1130 0,390 n 1135 12.11 0 0 0 0 c 166-38ad 0.026 0.76 1.42 191 191 1441 2701 1F20P-13t 0.068 1.9898 0.99 0 0 0 0 F 2OP-1 3t 0.068 1 ' 98 OM 83 3 80116031 821 1 F22A-tpl 0,989 2838 0.00 0 0 6 c) AED excursion 2731 Envelope loss/gain 919 1517 12 a) Infiltration 302 97 b) Room ventilation 0 0 131 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 1221 16141 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1221 1614 15 Duct loads 190/61 29%l 236 474 Total room load 14571 2089 Air required (cfm) 64 93 1 Calculations agpiroved by ACCA to meet all r2quirements of Manual J 8th Ed. wrillghtw® ft* 2017-Apr-25 14:0M1 Right- Suitee Universal 2017 17.0.16 RSU24005 Page 7 t36ReaganPointe7498B\ Lot36ReaganPointe7498B.rup Cale = MJ8 House faces: NE Duct System Summary HENTM, AM COWnfIGNING Entire House DEL AIR HEATING &AIR CONDITIONING For: DAVID WEEKLEY HOMES Job: Lot 36Reagan Pointe r Date: 01.031/ By: BENTLEY Heating Cooling External static pressure 0.40 nH20 0.40 inH2O Pressure|000eu 0.06 inH2O 0.06 inH2O Available static pressure 0. 34 in H2O 0.34 in H2O Supply / return available pressure 0.170/ 0.170 in H2O 8,170/0.170 in H2O Lowest friction rate 0. 255 in/100\ 0255 in/100h Actual air flow 053 ohn 053 o(m Total effective length (TEL) 133 ft I Supply Branch Detail Table Name Design 6tuh) Htg cfm) CIg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Eqv Ln (ft) Trunk Name Name Type cfm) cfm) FIR fpm) in) in) Material Trunk 2017-Av~251*02: 0 rwghusoo« *w+w Un iversal n uo,/x ,onauuo pm` I'm ^auxoago"po.", wwnomLm3pnowu""po."m,400a.mno"*~wJuHouse faces: ws Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl OX0 953 953 0 0 0 0 Ox 0 VlFx 2017-Apr-25 14:02:02 wrightSOft Right-SuiteKiO Universal 2017 17.0.16 RSU24005 Page 2 I'm ... t36ReaganPointe7498B\Lot36ReaganPointe7498B.rup Calc = MJ8 House faces: NE RECORD ('011Y LEGAL DESCRIPTION: LOT 36, REAGAN POINTE ACCORDING TOTHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 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 4617 Tampico Way e= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 2,040 sq ft (100%) Impervious Area= 1,200 sq ft (58%) Pervious Area= 840'sq ft (42%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 00 CD 0 Cl) 3 3 0 0 ( D M Qa su 0 M 0 z ANP11()' S''19 12 t j Lot 35 P< oQoee Cpl0,. 4100* e, 1* 1 x x*_ 4617 TAMPICO WAY SANFORD, FLORIDA Six o' Vlb 4 1- -- .... - 1 .... $ r 1 824 .01?1 re Lot 36:.:. o Go 00 0 ......... 4 72, C Lot 37 Field Date: 4/1812017 1 Date Completed: 4/18/2017 Drawn By: M.C. File Number:IS-36535 PP Legervd- Calculated PC Point of Curvature r -onforline Pg. • Page concrete Block P! Point of Intefsec"thit CM Concrete Monument P. 0,13. - Point of Beginning Come. Concrete P.O. L.- Point on Line D Dosenpir up Power Polo DE Dradregi Easement PRM • Permanent Hermance Elon Easement Monument F. L.M.A. Federal Lmargioncy PI -Point of I arogon"y Management Agency R Radius Ff`E Flniohod Floor Elevation Rod. • Radial Fnd. Found R&C • Robot & Cap IP Iron Pipe Roe, Recovered L. Long. (Arc) Rfd, Roofed M a". Set • Set 1W, Reber & N&D Nail & Disk Robot Cap "LB 7623•* N.R. Non -Radial lyp Typical ORB Official H000rd, Book Lk utility Easement P Plat VVM water Moler P.B. Plat Book a Delta (Con" Anon) 4- Wood Fence 0- Chain Link Fence 0 P.C, located on Lot 37 Ok to construct Single Family home with setbacks and impervious area shown on plan. S 34031'30" E 27.95'(P) This is NOT a Boundary Survey Graphic Scale 16. 26' 40' Scale: 1"=20' W Aoi,) 5 r, if Survey it Based upon the Legal Description Supplied Uy Client. Auuniny Properties Deeds have NOT been Researched (pr Gaps, Orerlaps and/or Hiatus. Subject to any Easements and/or Restrictions 04140,cod 'Bearing basis shown hereon, is Assumed and Based upon the Line Debated with a 'Rfl' ftoddo-it run, are NOT to be used to reconstruct Property Lines, F-1, Ownership is NOT determined , Roof 0—hangs, Underground Utilities and/or mot— have NOT been located UNLESS ti,e,w,,e runtid. Sepnc Tanks and/or Dunri(eld locations are approximate and MUST be yeruped by appropriate Utility Location Corona—, Use of This Survey ( or purposes other than Intended, Without Written Verification, Wil(be at the User's Sole Risk and Without Liability to the Surveyor, Nothing Hereon that be Cmr,v.ed to 9— ANY Aught, ., Burrospl, to Anyone Other than those Certified. POINTS Of INTIERF$T NONE VISIBLE Patfvi& DocuSigned by: . fnt" BICED63FCAE64EB nd Current to it,. Best olluty tfnrry imIgn, and 13,40-ps-Oly Serve ord don, my Direction on the Date Shown. Based on Information furnished to Me Noted and Conforms to the Standards of Practice for Land Sumyir the state ofrwdo 1. accordance With Chapter 5J.17.052 Florida ministralNe Codes, Pursuant (tt_ 9=6oU 472X27 Florida Statutes. K. Irelan Iropop '6637 LB vey, is intenNIKINLYMfuse of Said Certified F Ireland k Associates Suneying, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office- 407.678.3366 Fax407.320.8165 Y BLDR MIN T- - baC-t- to roof cap W/f an IV L) t o * e 6 9 6 U17 rEDNOTEToBUILDERMUSTPROVIDEUNRESTRI I INCH UNDERCUT BELOW DOORS TO HABIT i ILE RIX M1 Transfer ducts/CrIts sized In comPAILpliance with Florida Residential MdIng Code-011AGPAo4 balanced return air. EXCEPTIONS 1-3 2 CAR GARAGE t. CLG 10 Alen xi2) 2 r4d atform by dr cQ( e 4/81=1101 za 9 to roof ccr 777= SHELVES KNEE 0 WALL R b RANGE W OVEN 7 A. MICRO W; VENT ii12x6 1A9QHE:N PDRLI 2A WALL' T' 2"GH WALI KING 12X611- d 11 I? 10% 12x6 d LI& F MILY 05 t S4 SOFFIT 7F=== r --7 I" LINE OF It 4' FLOORASOVE f, 5*-21 5* Z* 5' 4' 24 - 0' FIRST FLOOR FLORIDA Core Plan Notes ALL BEDROOM WINDOWS TO MEET EGRESS co CEOUALSASHWINDOWSPEROMMIXTYSPEOSKITCHEN APPLIANCES PER COWXTY SPECS STAIR TRW PER 00%#"TY SPECS. SEE W DETAIL Q EXTERIOR STEFSL MIN, W WIDE. 10"DEEP A MAX 7 XCHIGH VAX 1 1ZHIGH THRESHOLD AT EXTERIOR DOORI5 77 MIN, 20 MINM FRERATED, 132* SOLID WOOD. OR 13r SOUD OR HONEYMA CORE STEEL DOOR BETWEEN GARAGE A LIVING SPAM AND EOUIPPED WITH A SELF CLOSING DEVICE, 5Z TYPE X (FIE RATEDI)GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE Rooms Q) S- AREADM 1,17 GYPSUM BOARD AT ALL GARAGE WALISCEUNDS SEPARATING GARAGE I" RESIDENCE OR ATTIC, R31221 WINDOW SJLLS, IN DWELLING, LAHIS, WHERE THE OPENING OF AN OPERABLE WINDOWISLOCATED MORE THAN 72 INCHES ABOVE THE FINS-IIED GRAM 08 SUIVACE BELOW. THE LOWEST PART OF THE CLEAR OPENINGSHALL BE A MINIMUM OF 24 ftl> S ABOVE THE R46HEDFLODROF THE ROOM INWOONTHE WINDOW $LOCATED OPERABLE SECTIONS OF WMXr. SHALL NOT PERMIT OPENINGS THAT A-Lft PASSAGE OF A 44K DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED W[IHIN 24 INCHES OF FINISHED FLOOR R612 71 ANCHORING RECUIRE MENTS VAN DOW AND GLASS DOOR ASSEMBLIES SHALL BE AND40RE-D INACCORDANCE WITH THE PUBLISHED MANUFACTURES REODWENW, IONS TO ACHIEVE THE DESIGN PRESSURE $PECFIED SUSMU7E N40HORNG SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FWSWTON MANUFACTURER SHALL PROVIDE EOUAL OR ORE ATO 94CHDFMG PERFOFIMANCE AS DEMD16MTED BY ACCEPTED ENGINEERING PRACTICE U&SHOWER WALL HT. VARIES PER TUB MAN, TILWWALL HIS ?Y OR 23PER TUS SPECS VERIFY N FIELD M HVAr PLATFORMS VARY PER COWKINITY, PLATFORM HT PER SPECS. VERIFY IN FELD Z U I I I 0 C) Uj Uj 1 7 - 1 4 9 6 Must have a minimum clearance of 4 Inches around the air handler per the State Energy code, Alt duct has an r=6 Insulation value, 1 0i 4-> Is 0 Z 0 U) M 13 WZ 0 Z 0 iti 3: F- M D 1 0 cr- 00 CL i U) 0 Q v o_ both aduc+Cal cc 5'.4' 4'-5 3'-7P 18'-4' SIZ 2.7P 7 1.9' 4'. 8' 3'- t' L 36A8 FX rEw wut @r r C) HZ221ifYES U 2 O D 2T cT SITTING 1. 4 v OCPRDIO mWALL4Z'H 1Ox61lw d Q S cWAP DArs cn Ow 'S 6" 40va tra s B ' i 2 rags z-i H6320U1 0 10x6 1 d 1 "? OWNER'S s 9rH6320u1 0 P 31- 4'-P RETREAT F3 to S' b PER 1 6 iwcd o b a 6, 12 11 18 Z m Q I I I I C I I I I b 2-6 _+* 0 d 5 wcd ¢ : e I 36' '`__ 5 W W CU u C tY F- Q j I I I I I I I I m UTIL 4 a r r f cap N I I I I L 20 T f Q I I I I b m DRYER O ClUcIt.-- r 24110ko T r- 4- B RM 2 L BEDI N 3 10.6 ig&d N IOx6 iwcd E: 0 b Zu @ r 4 p f1CV QJ N 7' 4, 0 r r ar T.r C) 3Q' it'-f 9'-G iiU24P cc) C CDCsd SECOND FLOOR d d- 113 0) Pq Q r- CO o zRating Z/-5 m w z o z 0 w I- Q Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insu(atlon value. Z)Q0:D CO rZ I U) 0 h p 2 4' SAN -t s ewer (::? og a n f,- P cD i r-) -t e, L cD-t 3 6 wc 0 Residential Load Demand General Method 1690 square feet X 3VA = 5070 VA Small appliance load 3000 VA Laundry 1500 VA total 9570 VA First 3000VA 9 100% 3000 VA Remaining @ 35% ................2300 VA total 5300 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro, 1200 VA total 34,570 VA - 240V= 144 amps= 150 amp service Model 7498. S ,-,AN F Ofl,)) ContractorDavidWeekley Homes SubdivisionReacian' s Point 7 4 County Seminole City-- — Sanford James Lanier EC 0002989 Office # 407-933-7771 t . `) tDi ,r. Alpine, an ITW Company 2400 Lake Change Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID: I WOP408-Z2810141825 i i Fruss Fabricator: Accu-Span Truss Company 1 s Jab identification: 16176-/7498 - B -DAVID MEEKLY -- Lot 36 Reagan Pointe (16VA49 i' EMY-Li fuss Count. 37 0 "0 S Model Code: Florida Building Code 5th Edition (2014) g a" oP Truss Criteria: TPI-2007(STD) '` ' "* a* f aaallWRlRapg'^'" 16.01. Structural ngineeofEngineering (Re oAlpine The dent i ty of r Versions thestructura l , EGR d i d not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC This document has been efectranicallY signed Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration and sealed usinga Digital Signature- Printed copies without an original signature must be Floor - 55.0 PSF @ 1.00 Duration verified uoi a the wigs—i oettr is version. Mind - 139 MPH ASCE 7-10 -Closed Notes: 05r`10f2017 1. Determination as to the suitability of these truss components for the DouglasFlenting 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 must match 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: BRCLBSUB-14030EC1- GBLLETIN-STRBRIBR-DEFLCAMB- Dese riiotion _-_--- i e 1 41350--A1 1713OA47 05/10/17 2 41351--A2 1713OA31 05/10/17 3 41352--A3 17130AN 05/10/17 4 41353--A4 17130AU 05/10/17 5 41354--A5 1713OA30 05/10/17 6 41355--A6 17130336 05/10/17 7 41356--A7 17130337 05/10/17 8 41357--A8 17130338 05/10/17 9 41358--A9 17130339 05/10/17 10 41359--B1 17130343 05/10/17 11 41360--B2 17130341 05/10/17 12 41361-41 17130A3X 06/10/17 13 41362-42 17130A3Q 05/10/17 j14 41363-43 1713OA48 05/10/17 j15 41364-43A 17130A3M 05/10/17 16 41365-44 1713OA40 05/10/17 17 41366-44A 17130A3Y 05/10/17 18 41367-4411 17130A3H 05/10/17 i 19 41368-45 1713OA46 05/10/17 20 41369-46 1713OA44 05/10/17 21 41370-46A 1713OA41 05/10/17 122 41371-47 1713OA42 05/10/17 t 23 41372-47A 17130A3Z 05/10/17 j 24 41373-4711 17130A3V 05/10/17 25 41374-48 1713OA45 05/10/17 26 41375-49 1713OA49 05/10/17 27 41376-401 1713OA43 05/10/17 1 28 41377- 402 17130342 05/10/17 a 29 41378-- FG3 17130A3T 05/10/17 i 30 41379-- FG4 17130A3R 05/10/17 31 41380--EJ2 17130340 05/10/17 32 41381--EJ7 17130A3N 05/10/17 33 41382--CJ1 1713OA31 05/10/17_'+, Agf DesgrlPti.9n _ Qrawing# Dade_— 34 41383--CJ3 17130AU 05/10/17 35 41384--CJ5 17130A3K 05/10/17 36 41385--HJ2 17130A3S 05/10/17 37 41386--HJ7 _ 1713QA3P 05/10/17 36 THIS FNVG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l toI/o-/14" - 6 -VHOtU wCCgLT -- LOC. so Keagan Yolnre - mi % Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 139 mph wind, 23.35 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 11.67 ft. from roof edge. 0-4-0 3X4(Al ) - Jh 'Aa — 3X4(A1) 12-0-0 _(_ 12-0-0 _1 24-0-0 Over 2 Supports 6-43 R=1043 U=118 W=4" 18 W=4" RL=150/-150 ,gam• • .,, / Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 i 61MIO TY: /-/2/-/-/R/- Scale=.25"/Ft. IWARNINGI •' READ AND FOLLOW ALL MOTES ON THIS ORANINOt M t.PORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L 20.0 PSF REF R408 - - 41350 LL " c9 °° YY R r tha 9ow - 5 y t by TPI eae NTc ) r P co r ti I» i i ecsl. u., - a L 7.0 PSF DATE 05/10/1T7 P a P e Pa 8 ,, -q- copdfPaPPYechetl .' aq tl bo. 6 he oiler y S{ i g rag C hown Iw; - Y I rvy p3 * DL 10.0 PSF DRY HCUSR408 17130A47 I` k p( Iypp U war. 83. 6> B 0 appl f Apply PI »ovve arM .f Em' M Q •. the J De ed ne R d n0 160A 2 ra »rv,f s. 'bmi'^ {q, HH AtP sir fTR , id ,a T i hall t e e t ray ;»", r o th'e «„t ia,«' F C?F ILL 0.Y! PSF NC-ENG KD/DF P«. 9 y r pp I h + • nzt»» tiara Sri SEQN- 736993 ANrnvroAAlTntwAatei a. „ns©.. .... sr csx• OT. LD. 37.0 PSF is Ars i IYwWn TI- ItY U1, fp l{f "` DUR. FAC. 1 .25 FROM RF Rio :bitY : rl*lyOfor tl 6 s I N>ii I of df (f y sCrueta.r* to r.:P«YS lbitity oY tM S itele Oeaiq pAr ANSI/TPI I S-2. 14CO Luke OmjvDf.. EUlit iuJ SPAC I NG 24.0"' JREF- 1WOP40$ Z2$ a p A4Pf HE . efP,na rcv.c ` TPI'uwK tp nx .o g; IFTCA'. Wvr'. _,n tryc ICC . .-Dou'. -FleminL is Number. 6664ES 011l0120l7 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - A2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 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 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. 4X4 - 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR, 139 mph wind, 23,10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) - J^Y = 'Jxa 3X4(Al) L " L 11-0-0 1 2-0-U 11-0-0 I 24-0-0 Over 2 Supports `! R=988 U=119 W=4" M41 = 119 W=4" RL=139/-139 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1. 06 `1. QT 1 L/-/2/-/-/R/- WARNINCI" w-w Am FOLL00 ALL amES ON THIS WAHMG1 11PORTmt.. FUMi SH THIS f "IM TO C(M 0. w T LL 20.0 PSFAlf, MWTM INCLWIM THE IKSTALLERS. a g P g I b 4 R s b s a BCSI (8 g CompP 5 1y oy TPI .aP NTC0.} .y p ng f i t I P aaW Y 9 BCSf. U - s 9 DL 7.O PSF y6Q ` f b y l etlVParS t DL 10.0 PSF BBBT Ito APPI aC r , P o. ne J 6e etl R f 6 4c t660. Z r +C a a Pia po ions a< sy. Rt 111 ITY FA rvq Group i aF not t>h ro-syvsrv¢gfe fo Fa<<on from e g 6 4} ' k ` " 4` h LL V.iJ PSF AN f1W C0&4Ak Y 9 y r < tW i a,<: in conforms k . 1 ANSI/TPI t, a , r a xn al IaC.cm saora,.ng of s>os. ns PP ns A aNl en cols arwfnO er oeyrr p1p f I tf np tpfs IfH r onplr,wrlLq 91. poi f gW, a R"01s Pad TOT. LD. 37.0 PSF 4M 4I, d Ic Ifit61prefossiainslr•pansibilltY lololY (or flM tl sipn tbow,. TFy i ItWfIfCY rM oM of Chis tlrNf„0 for ^Y rtrueWro is t billtY a.. Zndl.,, o.,.t rosl,TPt dpf/ s ` ( NAL DUR. FAC. 1.25 2406Lakaorm'g Dr, su¢eI50 On'=& FL 32837 r-. p. .r ,.r I S..r. r r ,s i A Yitt SPACING 24.0" FLCOA00}178 ra ar a, 1 , gen<ra s'e —n - aspcas ALPINE . 1,f ,av—, TN CPI - ors: CA: .. -, rry. : ICCfnIDouala Flemin Lic dumber: 6fi648 Scale=. 25"/Ft. REF R408-- 41351 DATE 05/10/17 DRW HCUSR408 1713OA31 NC- ENG JB/DF SEQN- 737274 FROM RF JREF- 1WOP408_Z28 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibl/b-//498 - tS -UAVIU WLLKLY -- Lot 3b Reagan Pointe - A3 } Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 _ 4X4 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 11.30 ft. from roof edge. 3X4(A1) _ aA+ — 5xb — 3X4(Al) _ L_ 9-0-0 _— 6-0-0 _I_ 9-0-0I de 24-0-0 Over 2 Supports R=988 U=121 W=4" tft 121 W=4" RL=119/-119 iS ` Design Cr i t : FBC2014Res/TP I -2007 (STD)`**w7-NZ, PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. 06 1. L/-/2/-/-/R/- WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI WVRTANT.. FMWISX THIS DRAWIW. To ALL CMTRAcr 15 IRCLRDIWG THE IWSTALLERS. 646 j +* T LL 20. a PSF T M 4 f ^9 P 4 .a9 tl b- A R - 4 DL 7.0 PSFinaBCSf (&. ..g Campon 5 y I ... •TC S Y p s P 9 P Y q Pe ns M, P op¢ Y he 'ng bo d P opa Y ryM DL 10.0 PSF t g oy 83, BT 6tO, PI APp Y P f,R J fTr 1 R '. g8 i6OA 2 f r P n M 'on fq ppv1.i 1 I I.. ryryf 4,f, k isQPoNA,p kTT[ BU ^C CwoW 4 rtoT bC r pon b a ro ny devtaY ion tl ew g y f b rocs Iry carrfnrwa x.rz riUM1 ANSI/TGI ,. nr Yor fia,Wtrr,q sfrippi.rg. S. Y om P" * f"' O ` LL 0.0 PSF AN D'W COAAMNY r.»iir. ,a,. A dr.x „,ynor t .n,t,. I on t*f• dr or eevr P•W It•ifoW thf• Qr 1W, Accsyt•n•• of fas mkt /`es *E.d i `**se* TOT. LD. 37.0 PSF ylnQiel tr ctur r••P•tr•ibf li ty •ol•fy f•r W Q••fW •b••n. TM •vitMli{i< VW uH of th i• Qrpf for S Cd NAVL DUR. FAC. 1.25 24W L3k0 Olange ih.. IiCe `} r•sp•nakbfliCY of tr» W,.i lQf.q Dasi g,xr P•r ANSIYTPI , S•r.z. SPACING 24 .0"' Q('(3(1 1. FL .$i% FLCOAho279 F more s )o gcnerrf s pays AtPfNE w+w.eiR,rv¢ICm,v,ra: TPI ... . .Pry, •TOA. . , .rY.<, too z r-[)ou Ca• Flemin Lie Number: 6664$ 4-1 -3 Scale=.25"/Ft. REF R408-- 41352 DATE 05/10/17 DRW Hcusws 1713oA3u HC-ENG KD/DF SEQN- 736985 FROM RF JREF- 1WOP4O8_Z28 05/I0/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 9011 1T 0 - D -vnvly eccnLT -- Lac s0 Keagan rolnce - wk Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 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. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 6X6 _ 2X4 Io Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 pif at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.00 TC- From 56 pif at 17.00 to 56 plf at 25.33 BC- From 4 pif 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 pif at 16,96 BC- From 20 plf at 16.96 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 pif at 25.33 TC- 236.98 lb Conc. Load at 7.04,16.96 TC- 169,13 lb Conc. Load at 9.09,11,09,12.91,14.91 BC- 457.69 lb Conc. Load at 7.04,16.96 BC- 126.68 lb Conc. Load at 9.09,11.09,12.91,14.91 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. 6X6 _ 0-4-0 4X6(A2) _ "•' III Z)Ab = c^- IR 4X6(A2) _ 4-C Lr 7-0-0 _1_ 10-0-0 I 7-0-0 I 24-0-0 Over 2 Supports R=2086 U=526 W=4" S # U=526 W=4" m Design Cr i t : FBC2014Res/TP I -2007 (STD) *. PLT TYP. Wave FT/RT=O% O% /O(0 15 1. 06 'll.0 QT >€1 L/-/2/-/-/R/- Scale=.25"/Ft. iARNiNGl" REM AND FOL Of ALL NOTES ON THIS DRANINGI " 0 * T LL 20.0 PSF REF R408-- 41353iIpORTANT'• fVRNISH 11 THIS DRANINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A a PP g g R P A DL 7.0 PSF DATE 05/10/17n« e c Btsl to q Caw.w s L rPi - w CAS k y ^^ I I P P my Ya 0 1 P PA Y Aa ti i E. ip DL 10.0 PSF DRW HCUSR408 17130A3J jj'lrTr }}}[rj - pn S 6 a t lJ trc J flet M M1e R g 16CA Z 1 ary 6 A APR d t ETA R itl g Cad{w^ G- uP f a f noC. be ra. Pa bl o y J. +a.an rrwn • d}r „ ?. LL 0.0 PSF HC-ENG JB/DF Y_. ,,, TOT. LD. 37.0 PSF SEQN- 737267AN {T'tN COMPANY .x .,nnu ary s e,.w r er„s os. < °As., `'A,AA A -1 as th.. tlrrinp er c+ev r RANA f f tl NI tlrrf fntlleAtr AcepeAneN of NAs •A• rrR 1bPIPCY -1. , For Vr Mni{Ht AI1rn lTA w1tW l Iity Mtl or of tRfs tlrrfrq ff sAry Atr two fA 'f#tf 24(K)L eomgcD %,Pei r.. ,bMty I• n., ANSI I I S_.:. k- DUR. FAC. 1.25 FROM RF 0e.F " SPACING 24.0" JREF- 1W0P408 Z28F'_COA}v& aLatNE biP,na,c». TPi ary; NTca, ....... _ ._ c y.r ICC -.,,.. ,o,DoU la` Flemin L.ic Numbfx': db64 05/ 10/2017 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 101/0-/14UO - D -OHYIO T[CCALT -- LOU JO Keagan rotnCe - ma j 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. EINI-M 4X4 139 mph wind, 22.85 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 Find loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 11.42 ft. from roof edge. 3X4(A1) - 5hn = aAO — 3X4(A1) 1 o 10-0-0 _I_ 4-0-0 _I_ 1 10-0-0 _I 24-0-0 Over 2 Supports R=988 U=120 W=4" 4 W=4" Design Crit: FBC2014Res/TPI-2007(STD) i PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 0 6 1". F-/2/-/-/R/- rAtUlING! " READ Aw FOf.LOf ALL MOTES DM THIS DRAMIMGI N ; Lf 20.0 PSFIMpORTAMTFIMMISHTHISDPMMTDALLCMrWCTMINCLBDMTIIEINSTALL. e T .... 9 l tt re a,w br s p e RCSI (B o q fsspo.va $ y ! by TVt W wTCA} y „ A co M 9 <. ( p tl ^P Y 9 Pe. SCS Urvl ishee A TC #JILryk ( L}{+q#. W A E 7.0 PSF P Y 9 q P Y : L pc of b T DL 10.0 PSF 61. BT BS4. es PPI b AgptY P a _n W M Q ne J fMca 1 s cM1ary H fer ngc F600. Z P1 Pa ciw+ A+ B'\I LL 0 0 PSF P C'. {TiF Bex oi,q Gr W i Ue PP„ a»y Cevlac,on Pr as a« g y f b hn uy. n con or ,sca with AMSt/l Yt i, or Par ha,Mir,.q, sn. ppir.g, C i $ ORO*A er Y f AN PTW CCSMMNY A —1 M thtA or— or cover p." 11-1.9 this ArAYr tep. ineleAGA AeeApCArwe of preIHA10nAC AnD{nAerl TOT.LD. E 37.0 PSF rowpv{sibititY Ao l•ly for CXe MA1q Y+orn. TM Au —bitity Anil uN of this erwiny for Any KrtrtturA iAnt f " R[ DUR. FAC.. 1.25 24W[.ai:e(ltmv `D,,Stttte 1,10 ree 1ibiitty of the Boita', pasi , per AMSI/TPI T SAo.2, W` I[, 'g5 f ar.,re eion his 1 b's 9en>r at c> p»ge sa w ev'. Y. ,: I, CQA bM}Z1g ALPtMF. ww.alP ne ew.coe; TN www.cPinxc.arg; YfTCA ..vx.cbc :sd _ tCC. Kw.ccenfe Ll¢I' TT,' L_ 6L664,T8p SPACINGFIeFTtIn LIC IYuFTIFseT. lJi)I.)4tl 24.0" T 5-4-3 Scale=.25"/Ft. REF R408-- 41354 DATE 05/10/17 DRW HCUSR408 1713OA30 HC-ENG KM/DF SEQN- 513060 FROM CH JREF- 1WOP4O8_Z28 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - A6) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(SRS)(R) Rtk— 4X4 _ THIS DWG PREPARED FROM COMPUTER INPUT (GOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 139 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC # 24" oc, 0-4-0 2X4(Al ) = JAY i Oxn — 3X4(A1) _ I," 4 - I 8-0-0 f 3-0-0 1 2-6-0-1— 10-6-0 24-0-0 Over 2 Supports , R=988 U=237 W=4" RL=134/-134 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. WARN FNG! •• AM ANO FOLLOf ALL NOTES ON IRIS MOING1 IIPORTANT•' MRXISH THIS [)RAW, NO TO ALL CONTRACTOR$ INCLWINO THE INSTALLERS. T ris es a rabricae.ag, n exiling, cnippr all Ong i,.y. Rerar c tpTp( fA rrBCSic (Ba. n nq Component SerecY nformae on, try arvo T(TCA)r ror cty Prpee ces ffnstallera oeperforw,ing'e prav+tle temporary b :erg per RCS' kfnim rvocatl o yprope FyeaacneMrtrgeeWaotcomchordcroperlyiyq. g - fled per & Oa. RT OTO ppi I apP v n — a .ao o a.xr ne J Oa, t d h R rg- 2 aiup f' ITY NU id" g Comporvc - G f a hat e < pory b f y ¢vlaei on (rary t AN tT'W CdMR4FlY s ac oo a nq or cr„s e... AneeAlieN t 16 tl fnP or cover Pogo IINtIng t 11 drNN1W, 1n11a M oeeeptanee of profs lo,*I ergfeeerlM reepoeA ibf liCY No1siY for +:he _ice Nnest. Trio evitebiI'ty end of tbie tlrwiM} for emY sCruCCprY is e NAW Lakei133Ilge DC_S1iff2 i.w raaponsf biliCY of t1M NYf ltlfrvy DYsiyner per ANSI/TPI T $ee.2. 0,ialdo. Fi, 32837 Tor o.m roa r aenerel a paps a at ITPI: FL COA Y1278 ALPINF .aIP; - .r tp usc.org; NTca. ,x-,. y o Icc. .eDou 0 VAT Lz OF AN mT y> -N 40R Ot de,df B A/ N ANk Nffl{Cf SEA,« I Lic Number: 66648 W=4" F-/2/-/-/ R/- TW tL 20.0 PSF TC L 7.0 PSF QL 10. 0 PSF ILL 0. 0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" 5-7- 3 I Scale=. 25"/ Ft. REF R408-- 41355 DATE 05/ 10/17 DRW HCUSR408 17130336 HC-ENG KD/DF SEQN- 514985 FROM CH JREF- 1WOP408_ Z28 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1151(0-/r'4`J2f - l5 -VAVIU WttKLY -- Lot St] Meagan Pointe - A/) F Set: 13B (Effective 6/1/2013) hard 2x4 SP #2 Dense hord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 139 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roof edge, RISK CAT It, 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. 4M(SRS) (R) was ,— 2X4 T 4X4 6 5-7-3 0-4-0 3X4(A1) = 3X4 = SX6 = 3X4(A1) U 4- Lr 4 1— 6-0-0 _I_ 3-0-0 _I_ 4-6-0 I_ 10-6-0 I 24-0-0 Over 2 Supports 'I R=988 U=237 W=4" 6 W=4" RL=134/-134 Design Crit: FBC2014Res/TPI-2007(STD) ` PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.1.0 f 6 TY.q F-/2/-/-/R/- Scale=.25"/Ft. WARNING— READ AW FOLLDP ALL NOTES ON TNIS W"IWI s IWDRTANr FUMiSN THIS DRAPING TO ALL owrwzroRS INCIWIM THE IPS M.LMR ; qq TA. L 20.0 PSF REF R408-- 41356 T omx - n fabr g ha 1 g pp g calli an4 b rvg Rotor - q P eAM4 hg RCst N a 9 G«p 5 p RTC > TC L 7.0 PSF DATE 05/10/17YoRnf9he 'k: 1 P omP Y ^9 Po SCSI. Urt i q op I oPe Y be } p 'tY '• X 4j.A.•^Cm. r DL 10.0 PSF DRW HCUSR408 17130337 car BJ. BT 8 0, pp4 t Appty p,, Q ( he J De •n R. a g. aoa z f e P °° `Fa o °( l. LL 0.0 PSF HC-ENG KD/DFL A d TY 8u 6 9 Eo po^ C W i noc x rc w Y e lni dra q ycory farman<. xi th AN51/(PI i. o for benat ny. Shipp trg, b A.ggP •3 •tff iq eANtTWCOMp>NY A„reaii»r. a drwing or IN star Y 1• arseinq, Ineio•css .oe.Reanes of profs lo-1 •bgttw•rNrp {+m J t9 OT. LD. 37.0 PSF SEQN- 514992 A w•t a+. Yht• pr•trt Y n ror . y scr,.ccwe i• sslN•s,btttey Isty ro. w w-1 •tw.... 1 suieI S— .,.a gs• or cuts Bret DUR. FAC. 1.25 FROM CH2.mx7 Lake 4:Jnge tk_S.n[e i resnwstau to or Was as to t.q Dssi q.»r wr nest /TPI sec. z. tXaz . PL s2S.i5 v era TPf xi i see C- s bee Ye" SPACING 24.0" JREF- 1WOP406 Z28coAo2?s ALPINE •ner ntp,n.-cr.00m; TPI E . _.org. W(£A: _ , „ Y <..: •,W,,,.:c xafrl cat Ia Fleming E iG Number: 6664$ _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b1lb-//49b - Li -UAVIU WttKLY -- Lot 3b Reagan Pointe - AS) 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 "136" 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. 4X4 _ 139 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 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. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 0-4-0 3X4(A1) = aA 5Xb — 3X4(A1) _ L 4- 5-70 L_ 4-0-0 —j— 3-0-0 _I_ 6-6-0 _I_ 10-6-0 _I 24-0-0 Over 2 Supports rtr R=988 U=237 W=4"q,j 6 W=4" RL=134/-134•¢,« • ••«•,`«p Design Crit: FBC2014Res/TPI-2007(STD) « «+ PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0-1t, 6 0 TY. r F-/2/-/-/R/- Scale=.25"/Ft. wARNINc+• aeAo AND FOLLOW ALL races ON THIS oaulNGf " TG L 20.0 PSFIIPORTANT'• FURNISH THIS ORA•ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y • REF R406 - - 41357 TIC L 7.0 PSF DATE 05/10/17ryHCSICBdyFomVo,ve 5 Y E b 4Ct WTC ) f y p psi r y i t P .moo Y 9 Pe 005t. J P op Y heC "^9 Cn tl 0 oPe Y DL 10.0 PSF DRW HCUSR408 17130338 I TTI{ FT sca Ol. $> RiQ, 4 1 Fa. FpP1V Pla cM Po. n • T. I.. C1,ar 1 _ DeCV s ed R bi16n Lbe P a< , from • Y • ib• GJ (t' At,:— tT B., t -..q ry mot, I LL 0.0 PSF HC-ENG KD/DF Ar nw y arvy f' 1 re ter bu hn [ro>' iry corrtorm' <e Wi<h AN51/TPI f, o !or hanAl rq s PPi lw < sr `•b• •«* AN mwcoMAaHv Arv-1 « -y dl—.;•.a a..•" I.-IM n»`.u«11V, 1 «;e a. Rf; :f:"«1 .";.:`FInq ``°"r ` "% NA- ZT.LD. 37.0 PSF SEQN- 514996 P Ronstbt f t Lk (0—geDr..s ael 7 rsapoasibtt:ty ,,, —t N 1tdi. at.A 9, „, ANSUIPI 1 s. 2 DUR. FAC. 1.25 FROM CH IJrian&FL 283% P era a, g ervo' - yerv.r nt .r coa az s ALP,HL n .atPi rv<..<a .`TPI rv,y. cA „ uhrry c - ..,«SnTrvougla Fleming Lic Number: b6648 SPACING 24.0" JREF- 1WOP408_Z28 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, I01/0-/14`16 - b -UAVIU WLLMLT -- LOt 6b Keagan VOinte - A`J) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 4X4 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1,33 to 56 plf at 2.00 TC- From 56 plf at 2.00 to 56 plf at 5.00 TC- From 56 plf at 5.00 to 56 plf at 13.50 TC- From 56 plf at 13.50 to 56 plf at 25.33 BC- From 4 plf at -1,33 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 2.90 BC- From 20 plf at 2.90 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 15.73 lb Conc. Load at 2.00 TC- 46.44 lb Conc. Load at 2,90 BC- 40.94 lb Conc. Load at 2.00 BC- 34.30 lb Conc. Load at 2.90 Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 101 W3X10 S 1.25 3X4(Al ) = " IIwLIwJ _ ZYnb - 3X4(A1) 4X6(SRS) (R) 1i1 2X4 III L 4- It2-0-0 1_ 3-0-0 _I_ 8-6-0 _1_ 10-6-0 I 24-0-0 Over 2 Supports R=1084 U=321 W=4" 65 W=4 r' 5-71-3 Design Crit: FBC2014Res/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.11. . 6 TY. F-/2/-/-/R/- Scale=.25"/Ft. AN ITM COAASW"Y ZaooLakeOrane i7r_SuaeiY M`ARNING!`• R M AMU FOLLOM ALL MOTES d{ THIS DWIN6f a IMPORTANT • FURNISHNISH THIS dWING T6 ALL CONTRACTORS iNfXfHI1N6 THE INSTALLERS. • en r r 4 . if P emP Y y Pa' BCS4. U aP e i P Pa y - .q a a i p P® Y n.. a 77A { E sac 63. B R b, as P - AP Y i tug R d ys 16OA I I.,e Pap`',t $j •b g, Y f.00bu f R4o- . rua' 'artfonaa 'a rxh ANSI /i Pi F. or nr 6aodlr vy. rppinq_ ff/ry`r/r' 4 Ass Atm rf Aaf, 4 A wr tots O 1rp er a 19O If ef. 7l1 Q wie.p, rnefe.e.s If rwponsibfficyseffyforJMW6kyn }fq n, T!w witMY[iCy M usm of Chis Qrneinp for `ny iCrvc<yrr is + f 6 i+ kldofproffend `npl ring ! Ak- ro, poneiefffey of n,r, Bu.rei.q o.af- per AN51/Tp1 t s«.z. f 1 q li L 20.0 PSF TC L 7.0 PSF DL 10.0 PSF LL 0.0 PSF TOT . LD . 37.0 PSF REF R408 - - 41358 DATE 05/10/17 DRW HCUSR408 17130339 HC-€ NG KD/DF SEQN- 515000 DUR. FAC. 1.25 FROM CH SPACING 24.0"` JREF- 1WOP408 Z28 Orland". FL itCOAal A111.1 .w_arP oorc. m: rPf p ar ,,.P; -C. u rr,a-Y.ron: ice r..r.af©F3ouLIa Fleming Lic Number: 66649 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1, 10 I /0-/ /4`'d0 - 6 -UFLV f U wCLRLT -- LOt .Sb Keagan ro f me - CS I ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using M . 139 mph wind, 22.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50, 4X4 = 041149- 8-8 CIF 11-2-0 'I I R=229 U=33 W=1.5" RL= 105/-80 R= 97 PLF U=22 PLF W=9-8-8 Note: All Plates Are 2X4 Except As Shown. 18- 4-0 21- 0-0 Over 3 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15, I ARNINCf •' REAO AND FOLLOW ALL NOTES Mt THIS O20ING1 IMPORTANT" Et iSH THIS DRAM NG TO ALL CONTRACTORS INC UGM THE INSTALLERS. R' tl ri T .,rqu fab q i ry yppg, en <alFrnq and b i. heiedSCSI (8 g C S Y f - 4Y TPE and «TC SCSInpaf 'ny i Pr :dePa Y 4 Rn . tM f•, Q e= e Rl. BY 814, bf 0. Y he ) Ue eE R P g. iS6A 1 f mf p pa 19UuAra" d fTX a iE rcq Com{w G W f r 6c t'a* f y o , n from AN IFW COMPANY f n yyu i ru o „rmence with AN51/TPI Y, ar r nnOt,ry M1 pp,rg,o eai ae ,< a o.av;ny or ..,.-...ex _ n-1 on t 1. Ef.«f nG Er wv«f C«W f i«t {n4 tY,i« df '1 V, I-,. <«s —pt ncs of pt«f««f rn«f uglrw«rfi f« apo++s ibi tftY wf«fY fx CM Wsi flq n. TM «uit«biI ity -II t of Uis Erring fx 0.ery atructur« k• Zii i31C8 O[2YF Pi7T_ i:!E2 iK} rrPo^« ibiutY of — BuitEFn9 D—ip Wr AXSI T f I Sec.z. Or} uxb.FL i'_Rii FL COA kd 27+8 fof mu yenaf:f r, ., pagc a .. , ('X AtNNE .alp,n TPf; cpinse.ory; NTCA..........-y Wz FATE KK irt6ar j0tYAk_ V Lie Number: 66648 l 2- 4-0 3-10 _ I R=262 U=26 W=4" 1 VL/-/ 2/-/-/R/- k T LL 20.0 PSF DL 7. 0 PSF DL 10. 0 PSF LL 0. 0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0rr 5-3 4 4-0 Scale=.375"/ Ft. REF R408-- 41359 DATE 05/ 10/17 DRW HCUSR408 17130343 HC-ENG KD/DF SEQN- 515010 FROM CH JREF- 1WOP4O8_ Z28 05/101/ 2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibilb-/!4`Jif - b -LIAVILI wttKLY -- Lot Sb Keagan Pointe - UZj Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP ##2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 4X4 139 mph wind, 21.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT If, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design, See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. In lieu of structural panels use purlins to brace TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load, Creep increase factor for dead load is 1.50. 2-100 2 2X4(C5) = 2X4 of 2X4 III 2X4 III 3X6(C5) Lc:::T —a—a J L<T —0—a71 2-4-0(NNL) j 2-4-0(NNL) 1 2 460 0 9 8 8-10-0 l a g-$ 2_-4_-0 —1 C _I_ 4-5-0 1_ 4-5-0 I P E 11-6-0 Over 2 Supports R=184 U=42 W=4" R=72 PLF U=15 PLF W=11-2-0`}*•'' ••® t Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(Q) 15 1. .06 `1. QT -1 L/-/2/-/-/R/- Scale=.5"/Ft. WARNING' " READ AND FOLLO! ALL NOTES Ow THIS ORiWtN6t 0. f e / IiPORTANT FIAlwISM THIS oafur1116 TO ALL c([RACTOPS twmuoiw. THE msTALLERs !t J( T LL 20.0 PSF REF R408-- 41360 T Qu es.e n fabr 9 na 1 } PPf9 a»15„g anC br ar 4. R ff O ! + R ,y,. r DL 7.0 PSF DATE 05/10/17 o PB q t , r O^Wo Y 4 P< BCSI. ttn e, Y O oP I P op Y e0 "ng rM - 'd f F{! - LI• DL 10.0 PSF DRW HCUSR408 17130341 a M .. 63. RT 3,O ppi r aPPiY P s P 6 LL O.O PSF HC-ENG KD/DFAtTs . ITw 8 O 9 Ce>npan G W a a,t or be fe : 0 Y tl is nom 6" f b U„ ,n «nf f e ax5 iPr , j y TOT. LD. 37.0 PSF SEQN- 515003 ttt C.. /'' lid ®"' '` AN EFW COMPANY n,» ae, a b, »c f, ar i.,.,,.og_ , roF b»nai „s. xn.PP ny, i•,{,, rt V s d wl en tiff. O ie1R ROa f i ttrq this Orwtrp, I",—keptJneO 01 RfOt atOif.t Onp—. lrrR dfr V[• RR .f,trlt, , TM s ft« rtt, nw a, thf s .. ., .t ccur. DUR. FAC. 1.25 FROM CHreORuf.O tOrffCY Ctb Bf.f l6 frq DOa yrrr Re A![SI (TFf l S.c.2. 1%fLane kange ut $,1 to : y' oliarxb.FL ' s ' ` ` „` '< "`°' - Pia — — — SPAC I NG 24. 0" JREF- 1WOP408 Z28FLCOAk0279atriRe .w aiP nn,<..o ; TPr ,.,.,. tP,na...a-g: wrca «.... .i na" c<Y.<:rne: Iec .»faDou 1 ' Flemm LLC Nutttber: 66648 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. HOHro-ir4au - a -UAVIU RttKLY -- LOt sn Keagan rointe - tT } 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 "1313" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0,56" DL: 0.36". 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. 0-8-0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. 14" 12-2-8 -I =j. 10-6-0 1X3(R) = 3X10 = 3X6 = 3X4 = W=3X4 = 3X6 _ 1X3(R) 4X6 W=H0312 23-10-8 Over 2 Supports 3X10 = 1X3(R) JnHv = 4X6 1X3(R) 0-8-a1-4 0 7 10-0-0 R=1035 W=7.25" R=1035 W=7.25" Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD)°! PLT TYP. 20 Gauge HS,Wave FT/RT=O%O% /0 0 15 1. f 06,20.0 T V /-/2/-/-/R/- Scale=.3125"/Ft. j j J AN Dw rAMRaNv z cbL aa x te; 11ARFFC NGH • REM AND FOLLOW ALL NOTES ON THIS ORMINGI IYPORTAHrr FIIRN ISN MISURA*1NG TO ALL WNTRACTUItS INtLtNfHIC THE HNSTALLERS l R r,o M1e i gc i ig b 9 µi - > o + co pt ^9 ct I n Y s o BC5i. [M ap ho C ei ope Y - ^9 IY y a M163Bt5bp0bkys1 9 WAtZ kFp d iTMf By eY g Gumpor+e 6 up i of rc pw bi Y w* Yrpn LM1 a«ay y Y bw ,vx in conformance with kNSH/TVI t, ar for M1zntllirvy vtr.palrg, AnaN H'a+ tors e.wHrrp er oowrGS. liaclppe ep this vras[ep. I-,. K p— of profs+ .—I npfrrNrinp r bgtn{iGf IftY rpl fy for W Wsign Yrowr. TM ILYfilitY >'^a of this CrwlerR for leery strvetw israspprxihilHtYofLH.. ButHE ieg Hbslyner pwr ANSI /FPH , S«l a 1, 8 g -rfitb * rt 4. *pi p /p y[ 6 e * i• bJ (1, P i Alt *tprN *isw"p*. tee. 1 f :f17J laic ie^' a TCLL 40.0 PSF iDL 10.0 PSF DL 5.0 PSF LL 0.0 PSF j TOT. LD. 55.0 PSF REF R408-- 41361 DATE 05/10/17 DRW HCUSR408 1713OA3X HC-ENG KD/DF SEQN— 737080 DUR.FAC. 1.00 FROM RF d-d., FL $} FL COA x s f re eory geeear of -bpago st re s. a F NE .. aip;no-ie. <weCTP org; . Ck C , ..h Dou la Hein Lic Number: 66648 1 SPACING 19. 1 " JREF- 1WOP408 Z28 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - F2 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations, Truss must be installed as shown with top chard up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X8 4.00 L 1.25 151 W3X8 4.00 R 1.25 10-6-0 1 X3 III 1 X3 (R) = 3X10 = 1 X3 III 3X4 = 0-8-0 3X8[61 1X3(R) 4X6 R=1074 W=7.25" 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. 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. 115.25"_I 1 X3 III 1 X3 III 3X4 = W=3X4 WA0312 = 1 X3 III 3X4 19-9-4 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/0(0) 15 WARNING! " READ AND FDLLON ALL MOTES ON THIS ORANINGI MPIORTANT FiJRXISH TI{IS DRARIIIfa TO ALL COMTRAGTM INCLUDING THE INSTALLERS ne BCSt CB ng ComP S y i yTPI NTfA)r y Y 9 ire GC51. tkr . T.W d 1 Wo IY - ^9 d PoPe Y a t}` r1, t{ IM F3. 6 8 0. PI f APPLY 1 at, be " an ' from ho J tYe -.z f :h R "ng 1600. L P Po A p d'v F:'N 8 Y g C C.- G up f t o E Mon hi Y davta ry. ay £ to bu _ uss in con ormanee th A%5l/TPI t. err an6f r:g, Eslrp irvg.6 AN kTIN C6MM.NY 1 txl tble dr 1.9 Or CPNr pope Ific ltq tbfe tires fnM, Ittlleetee eoeeptetw• of ptwfeeetorvsl eeq lf»ef li reeponetbkltty sotety for ttte d«iipt Mwee., The wltNiility tmd use of this drpieR far' etrtrtture is 24O) Lake Owge Dr_ Saile f3O rrsponsibn ity of tti. Ruudir aeien.r per ANSI/TPI T S-2. 0,iar&.FL 32837 4en .1ire .,n h, i bs ar FL COA *'i:.73 ALPINE —...c .r , TPI .org; NTCA . ,n scry.ocmr: [CC .--T[)o L I 3X8[ 151 WS 1 3X10 = 2X4 III 3X8 a ` ATE d /$ 5• 4«bA lRf6e 4 ids l 0NA- fdsr.. Lic Number: 66648 R= 1088 i/-/ 2/-/-/R/- TCLL 40.0 PSF MDL 10.0 PSF DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" 1- 4-0 10- 0-0 J_ Scale=. 375"/Ft. REF R408-- 41362 DATE 05/10/17 DRW HCUSR408 17130A3Q HC- ENIG JB/DF SEQN- 737307 FROM RF JREF- 1WOP4O8_Z28 05/ 10i2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR, l Ib Il0-/14VU - U -UAVIU WttKLY -- Lot ,Sb Keagan Pointe - h6 ) 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 "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. SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 100 PLF at 0.12 to 100 PLF at 23.00 BC - From 10 PLF at 0.00 to 10 PLF at 23.00 TC - 615 LB Conc. Load at 23.00 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.12 to 10O PLF at 23.00 BC - From 10 PLF at 0.00 to 10 PLF at 23.00 TC - 416 LB Conc. Load at 23.00 i 1-0-0 7 f 10-6-0 1X3(R) = 3X1O[31 3X10 JAULJJ _ 12" 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 3) W3X10 5.50 L 1.25 51 W3X8 4.00 L 1.25 151 W3X10 5.00 R 1.25 11-7-8 W=3X4 3X6 = 3X6 = 4X10 JAY = JAIVLIJJ = 3X4 = 23-1-8 Over 2 Supports 3X4 4X10 = Ixslrt} 1X3(R) _ A- 0-8-01-4 a 10-0-0 R=1100 W=6" / t W=8„ Note: All Plates Are 1 X3 Except As Shown. VV Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15 1.04.06 `1.0 QT * /-/2/-/-/R/- Scale=.3125"/Ft. NAEWINGIa RM AND FOLLOW ALL NOTES ON THIS OBAYINOI IWPORTANT FIRDt15k ,HIS DRAWING TO ALL wwrRAcrDat IMOi.fATIM6 THE INSTALLERS i R ', e ea BCst ce dna caaro s v i y Vi a"a etas y I a a v a a< Bcst_ tm.f $ e nP m v p» t w * AT E T LL 40.0 PSF DL 10.0 PSF DL 5.0 PSF REF R408 - - 41363 DATE 05/10/17 DRW ICUSR4013 1713OA48 LP0.... AN Rw eoMmNv 2s{%7 Latz Orange fh_Swte t:(t M1"go- J 6lD3ie, '. Bl BiD, I I AppIPI Y .i . R ifillA Z Y r R..p. AeP tl iTW Ei+ Y 9 t^Po^nn 6 w ( rrut be ry pem bt Y ff aC from+yfi draw rg y f 'f r enTorar .ca with AN51/iP( or r enrSl irxf 'hPpirzgFIX' LM1 wna; sfbilltI& eRiety*forutne WSE imp. II,9 nNi, d wi ViCT «,e`"w o"`u`°`: d`: f a"`«'.Y ,tr ° ":'t:"° ewpaneiEftitY of Clue W,ilAiM De I,p P ANSI/TPI I S. 2. Y i * T, ' p 4 `' k [Fy.4 *f f$ f`'Ftg ` * 4A*¢** ONA.- y LL 0.0 PSF TOT. LD. 55.0 PSF HC- ENG GA/DF SEQN- 512930 DUR. FAC. 1.00 FROM RF Orlando. FL 32831 FLCOA00278 For + urn ran rx je a general page sn web At TPI waweptrsx.ovg;N7CA .ww,.,n..=r=.":Ott wwa.,. reE)Lxgla;FleminTLicNO 4% ber: 66648 SPACING 24.0" JREF- 1W0P408 Z26 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - F3A ) lValue Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #.1 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 225 plf at 0.12 to 225 plf at 14.13 TC- From 225 plf at 14.13 to 225 plf at 23.00 BC- From 10 pff at 0.00 to 10 plf at 9.00 BC- From 10 plf at 9.00 to 10 plf at 23.00 TC- 225.00 lb Conc. Load at 20.13 TC- MOM lb Conc. Load at 22.13 TC- 350.00 lb Conc. Load at 23.00 L 1-0-0 i 1X3(R) _ 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 dbi diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 361 W6X6 2.00 R 1.25 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2X4 III W=3X4 - 4X6(R) III 4X4 = 1X3(R) _ 1 2X4 III W=3X4 _ 23-1-8 Over Continuous Support 4X4 IEI 6X6[361 1111X3(R) _ C1-11-8 I 0-8-01-4 0 10-0-0 R=291 PLF W=21-2-0 Note: All Plates Are 1 X3 Except As Shown. tr`ti •., Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.04.06 1.0 QT -1 /-/2/-/-/R/- Scale=.3125"/Ft. YARNING! ` READ ANO FOLLOW ALL NOTES 04 THIS DRMING! + IIOORTAHT FtMNiSH THIS MAKING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. g j T LL 40.0 PSF REF R408 - - 41364 u e nand : n q ItIt 1Yit;AaTC a= DL 10.0 PSF DATE 05/10/17np6 dC51 CGP drvq CauP 5 Y i T} y p to pry ry ne P eMpo Y 9 M BCSt. Un f . qf/(A{. (¢ CI')AT L 9 PA S DL 5.0 PSF DRW HCUSR408 1713oa3W R3 BY B Q. PPf APPfY P e c po bov¢ i P t......... A LL 0.0 PSF HC-ENG KM/DF AN ITW C0WANY ........ s I[ Dora usga4. cuss ry conform»..ce ANSIirPI s. o fog ne.ni .o-c *n Pr+i.,a b * ".....N•N ol _ _ C TOT.LD. 55.0 PSF SEQN- 513349 rwpp :s ":l:'y Ao1. I*IypPo — oM I M+n TM` iC iI ity Md u of fpftffdr it ffo, str ism d er t lbiltty of t+,. Nvitdlr O—'l R.f ANSI/TPI I S—.Z. ` NAk- ' DUR. FAC. 1,00 FROM CHuL cm FL 53,E I w uuoI .FL 3283, ire f .a „ t ga a1at 4 . SPACING 24.0" JREF- 1WOP4O8 Z28FLco.An.7s ALPINE wrw.IP n.,<.<a..TPi Pg, wscA ...._ .., ...rY. Icc ..,.. .ef.€3ou Ea FIclMin LicNulnt er:6664& — 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l 101/0-/14UO - 0-UFIUIU WCCR,LT -- LOL 60 Keagan vointe - r4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bat 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. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD SPECIAL LOADS No SIZE SHIFT BITE LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 101 W3X4 1.25 R 1.25 TIC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11,54 iSPECIAL LOADS TC - 416 LB Conc. Load at 11.54 1 ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) ITC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 1TC - 615 LB onc. Load at 11.54 15.75" 5-4-8 - 4-11-12 2X4 III 3X4 = 1 X3 Ill 3X6 = 1 X3 III 3X4 [ 10] - 1 X3 (R) 3X6 = 3X4 = 1 X3 III 1 X3 III X8 = 11-8-0 Over 2 Supports R=423 H=H1 R=1529 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0 15 WARNING-* um Aw FOLLOW ALL NOTES ON THIS DRANINGI IMPORTANT" FURNISH TRIS MWIM TO ALL CdRRACTORS INCLUDING T!(E INSTALL.ERS. R HCSf [RV- tl eg C 5 y f by III aR. NTCA) a R. f rg Y C It P rWe I,^9 Pa BCSf. tM coP he tl 1 p y kea ^9 aruY a p repo- Y toLIt ^9 pe jt3t{ Q r 0 Crerg83g4> flFO,gxw appl Yc ARV Y p ac :.M1 .; Ire l Ue M he R f rvry 16QA T aeW ptl pCa pa alp a fTN 8 1 q uomPea o p I n11 wc be re pon 1 ro y e..ae, «, *rw r AN 11COMPANY g y bu 1 onr rm a rfCM1 ANSI/TPI 1, or r h naf r,q, Nlppirtyl M1cal ac,o„ s my or .,<sos. Iton cNl. dr inN a bets. pp. 11-IN this CrwlbM. FpCIb.CH Ilee.pe.np. of pFvr...lon f .rplpt i rwponsfbli IbY .of.ly r0 b b.. ig. MMwt. TM ..Ii "'l y AM p or Thl. d'wl for .try .Crtc ur. i. 2400 Lake 0,=i v D,, Swe150 pops tbi llcY or Ttr MutibfnN D.sign.r p.r MSI/TPI T S.b.2. Odalli,, FL 32837, FL COA,`}278 Tor ,r, en rm Job a gboa ,.o. . z ,ar, a - - ALPINE .alp ne .cr+a f`TPI .¢ ,ory; 1rTCA: rwv.s r y.co IGC i 0-8-0 10-0-0 Lie Number: 66648 2/-/-/R/- T( LL 40.0 PSF DL 10.0 PSF BQ DL 5.0 PSF LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 41365 DATE 05/10/17 DRW HCUSR408 1713OA40 HC-ENG GA/DF SEQN- 512945 FROM RF JREF- 1WOP4O8_Z28 05/I0/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - F4A ) 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 121 W3X6 2.50 R 1.25 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 TC - 615 LB Conc. Load at 11,54 See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11,54 TC - 416 LB Conc. Load at 11.54 2-10-8 5 25" 2-9-0 7.5" 11-12 1 X 3 III 2X4 III 3X4 _ 3X4 _ 3X4 _ 1X3 III 3X4 _ 1X3(R) 2 3X4 2X4 oI 6AOLIZI = 1X3(R) _ 1.,,- 3-0-8 g atF 5-4-0 34-78- _ 1-11-8 --J 11-8-0 Over 4 Supports R=215 R=172 W=8" R=1400 W=8" /,^" F H=H1 R=46 PLF W=5-4-0 pMN . . I 0-8-0 10-0-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) '' FT/RT=O%(O%)/0 O 15.1.0.06 0 A/-/2/-/-/R/- Scale=.5"/Ft. J {([..'-- t L AN tTW COMMhIY j 00 Lake 0f3tl i'i7i., $utfe i`.7 WARNrwGI` REM AND FOLLOW ALL WTES ON THIS DRWINGt OWTANT FW8IISN THIS DRWING To ALL ODNTRACTORS INCLOOING THE INSTALLERS. i 1 T qu - ab 4 CI 9 Y Il ny C r g R . + a.gwg. e eR SCSI (S q g Cw m 5 Y I nY III NYCA) Y P ,%, r * £ / g I a P 9 onp Y 4 P SCSI. tks htr 6 9 I,rt9. L - Pe a -i h re .. i 'psr p •+ UTE : ac 63. B 6 Q, ppt I. APfytY Pt .. s. f he 1 De '. F A h R.' 9 %60k Z "arm tl'PC Pt PQ an arvd bA4 ft A p. ITN D ,g P«. - G P I 11 a< n r-PP.. "nl r y .,a .on I. ,` `+' « C. ( RkV01.•«* i' vcatgac, Y A bracing oPuir.x5as. vsc in cnnrormartc¢ vi ct. ANSI/TPI t. or Yor harWl any sM1ippi o < fffd' 6AASN .... f3 Art-1 cols ertwf nq er eevsr pApA 11.lop Chit drNl t /{" rHppnt ib 11h, —1. fbr W Mafwn _. II,. wic. ItIty r.d uar ot CC ntsO wrnp ior iny scr urn~is rr fr4y (f"xl rsapw n tbtitty oC ors Avila frq D"iw— P.r ANSI/TVI % Sac.2. "`qj . F TC L N ow L DL i LL OT.LD. 40.0 PSF 10.0 PSF 5.0 PSF 4}.O PSF 55.0 PSF REF R4O8 — — 41366 DATE 05/10/17 DRW Hcusaaos 1n 3aaaY NC-EfdG GAIDF SEQN- 512951 DUR. FAC. 1.00 FROM CH SPACING 24.0" JREF- 1W0P4O8 Z2801fac&FL ?283"r FL COA 40 28 I - ganoral Paves s> ALPINE wxw.alPlnn ev. om: TPI cP•nac rt 4: N A -. _, .rrY. : ICC .w....1_,Dou la Flemin Lic Number: 66648 OS/10/2017 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 101/0-//47d - b -UAVIU YrttKLY -- Lot 60 Keagan rointe - r4b ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot. chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 12] W3X6 2.50 R 1.25 SPECIAL LOADS LUMBER DUR.FAC-1.25 / PLATE DUR.FAC.-1.25) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 TC - 615 LB Conc. Load at 11.54 2-10-8 5,25", 2-9-0 17.5" 1 X3 III 2X4 III 3X4 = 1-4 0 3X4 3-0-8 i_ R=166 H=H1 3X4 = 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.00 to 100 PLF at 11,54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 TC - 416 LB Conc. Load at 11,54 1X3 N 3X4 = IAS III M(R) 6-8-0— 1-11-8 --J 11-8-0 Over 3 Supports R=419 W=8" R=1391 W=8" i m + 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PET TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.O".O6 f 0&ARTY: /-/2/-/-/R/- Scale=.5"/Ft. WARNING!READ AND FOLLOW ALL NOTES ON THIS DRAWIMGI NDDRTMT FWm15H THIS aRASING TO ALL CONTRACTORS INCLUDING THE 1NSTIY.tERS. A T.C.. L 40 PSF REF R408-- 413670 DATE 05/10/17CBMISCSI ^Y Gompo 5 f TPI InC 7 Y P Bc— I V L 10.0 PSF Vn r t e g all i -y- ll! s DL 5.0 PSF DRW HCUSR408 1713OA3H j a LPO tiarc R3 RT DtQ Ppl 1 APPIY pl uc ov to oe N G ,6O,, 6 f 6, Q °8 LL 0.0 PSF HC-ENG Ga/DFklptT'N Su < R C P G up e C not bo ra pon "„f Y Y rieviatr on Yrom [br"ss en wonfor uranc itb ANSI/IPI Y, or r anOlrny, hrppir, reeal aeron " cr'' f f SEQN- 512948ANITV/ C0&4PANY 5 4"" cec nil ft'fi^«t OT. LD. 55.0 PSF m thl• Crw1rW w aov rbRpR I IK InR IMlett s N prrr wrplewrl.p p DUR FAC 1 FROM CH rp 1%neRTh, ,t—ilp. F..Ro..anlnry Wray ra ee.. a..+y. •rw..r. Tn. w,e.oleley ww P.. x Yhls 6rw lnR ror wry ac..ceur. rrys tEllity NuI1QlnR D.s, ANSI/TPI , sK.2. 2wtY Lake Grange D, ,Suite i1EI rwsfwers ar » R it4 00 SPACINGNG z4. orr JREF- 1WOPaos z28 DrIX 6.F :$S7 coc oa s general Papa a i«s ALPINE a wnnrt.. . 'PI w>rnrt." g: wrcA- .... n G,Y Icc r Dou la Flemin Lic Numbcr: 66648 U5/LU/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Tbl/b-/l496 - t3 -UAVIU WLLKLY -- Lot. 36 Reagan Pointe - FS ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 1-10-6 7,75" i-2 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. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 pif at 7.60 BC- From 5 plf at 0.00 to 5 plf at 7,60 TC- 163.99 lb Conc. Load at 0.79, 2.79 TC- 213.29 lb Conc. Load at 3.79 TC- 422.06 lb Conc. Load at 5.79 1 X3 III 1X3 III I I 1-4 0 1-4 0 1D-a-a 2X4 III 2X4 HI L. 3-2-0 7-7-4 Over 2 Supports R=110 W=7.25" R=1271 W=6" Note: All Plates Are 3X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD)` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1. .06'1.0 QT -1 L/-/2/-/-/R/- Scale=.5"/Ft. AN DZNCOMp4NV iStiX1 L3i<f [)i311 C.Y S tC IV ai,,& FL >-s,= FLCOA*12`9 WARNINGf— REM AND FOLCOf ALL MOTES ON THIS DRA51WI IYVORTNtT" Fl1RHISH THIS owvlM6 TO ALL cwrmuon It wotmG THE iMSTALL£RS PP 9 R Ali Htl' (3L51 CB A 9 Cam $ Y I by TPI MTCAI y z 1_ _ p Y b 9 Pc BCSI. lMl s v. Y va I" I e - I e •+sp av» Y p.. Fds 6) B 0 pP Apply P u Mve. i rya z 4 YA p fT4P B g %^M1pdM1C 6 oW t r rwC bo re>pssn . Y 1-1 rorr .rom <. y. y i co bu d s in con armnn ,e wrcM kHSf/TPI Y. or far tin.vCC ^9 ih pp "r rvg. nscall.,c un ,, o. ,,,,>«. A *«I Ib I ty tl top r R.p. It clop CFIe tl leq Intlieecee *cepc f p f i I .nplMer leqA —1 fbili1. 1 IY f r !tr hp". TTe ,—I cY 1 we of Ui 6 np f arty ecrucwre .e C reef»sibF1Z f—pPil6 itq pest prws M AMSI/ l t Sec.2. TPIALpiItlE ,....ntpena.<...< : .cpinsc o,q, W CA .. M«:'try.com: ICC ..... .cc ..L4ou I 54 Jf J R s* KF t Q' , ` J`°"`Y Fa yqr y ode* yf" jr+ td, `C` *{«; ****,° Cuff t tV1f' '` Ldt(f FlemingLic Nu her: 66648 T LL DL X Pl, DL LL hu TOT. LD. 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF REF R408-- 41368 DATE 05/10/17 DRW HCUSR408 1713OA46 NC-ENG Kai/DF SEQ{N— 512974 DUR. FAC. 1 VO FROM CH SPACING 24.0" JREF- 1WOP408 Z28 05/ 10/20l 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I0t/0-//4`J25 - t5 -UAVIU wttKLY -- LOt 50 Keagan rointe - rt, t Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up, 2-4-4-10.25" r 4-5-8 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. These hangers and support conditions used at bearings indicated, H1) = Simpson H2) = (J) Hanger not calculated H3) = (J) Hanger not calculated H4) = (J) Hanger not calculated H5) = (J) Hanger not calculated 2X4 III 3X4 = 3X4 = 1 X3 ill 3X4 = iNE — 7-8-0 Over 2 Supports R=158 R=1159 W=8" H=H1 i 0-8-ijX3(R) _ 10-0-0 Ili 1X3(R) 1 1-11-8 --J Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, WARN INGI " READ AND FOLLON ALL MUTES ON THIS DRAWINGI IIWORTANT•• FURNISH THIS DRAW IN6 TO ALL CCKTRACTORS INCLWINO THE INSTALLERS. T rvxsna repeire a .xa r»g, n in9, sFipP+^4. i.ng and b _i rvq. Refor c M the - i HG`1 (B q C 5 y I by TPI NIC }' p a Pe 9 !- P o Y 9 Da DCSf. Un he 0 4 f op+x ed rg h P P'o Y i9 9. L Pe b eg d Pe , a c RD BT B 0 PP 1 APP P Fre J D d R q 60A L P p p to P i. R 9 Caupo^c^ GPe ( P«r a.ry O 'on Prom q y f [ a s an arms - rien ANSI/TPI t, ar for hantlii.q. h; pP ng. AN rTW COMPANY n,.cai in<o A or„<<.,y orUe ...+es. A i—I on thla erwt,9 er eowr psps tlstlnN this erwiN Intlfes4s -FeAneR of profsasforvsr eepinssr ii rryWlfw.>ibiffty Klefy fer CM W> O. fipwi. TM Wi WYil ity +YnQ uss W "I. tlrsrin I— sny strtctvrs ks 24W Lake Bann Dr, SaseI"i apwsfmfeey er ch. ao n erne D rq_ P+r AMSIiTN T S_.z. Od.&.FL 32$3; Ft. COA.#)258 ALP W ....... of P1.+o- eam. -1 wo- eP net .orq; RTCA- 5 V L/-/2/-/-/R/ f 1* T4 ram, LF/ A L Lic Number: 66648 Tt LL 40.0 PSF DL 10.0 PSF DL 5.0 PSF fC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 41369 DATE 05/10/17 DRW HCUSR408 1713OA44 HC-ENG GA/DF SEQN- 513128 FROM CH JREF- 1WOP408_Z28 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 16176-/7498 - B -DAVID WEEKLY -- Lot 36 Reagan Pointe - F6A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.-1.25 / Plate Dur.Fac.-1.25) TC- From 100 pif at 0.00 to 100 pif at 5.67 TC- From 225 pif at 5.67 to 225 pif at 7.54 BC- From 10 pif at 0.00 to 10 pif at 7,54 TC- 414.00 lb Conc. Load at 7.54 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC - From 100 PLF at 0.00 to 100 PLF at 5.67 TC - From 225 PLF at 5.67 to 225 PLF at 7.54 BC - From 10 PLF at 0,00 to 10 PLF at 7.54 TC - 324 LB Conc. Load at 7.54 2-4-4 0.25" s-8 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except db( diagonals or as otherwise shown. Negative reaction(s) of -196# MAX. (See below) from a non -wind load case requires uplift. connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE L 81 W3X6 2.50 R 1.25 2X4 III 3X4 - 3X4 - 1X3 III 3X4 1-4-0 0-8-N3(R) 10-0-0 3X6 1X3 III 1X3 lfl 1X3 11I 3r6C83 1X3(R) L.- 1-11-8 7-8-0 Over 2 Supports — R=118/-196 R=1449 W=8" LWDesignCrit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 16 1. 04 T /-/2/-/-/R/- Scale=.5"/Ft. WARNINGI` READ arm FOLLOIN ALL NOTES (Ni THIS DRAQING1 N MAKT Fumisu Weis mWIN6 TD ALL cDetntACToRs hecumrm Ake inTALLm. I T LL 40.0 PSF REF R40$-- 41370 a 4 a PP t r R d k DATE 05/10/17i &f5r (H ng CdeParv. 5 k - PI iFC 1 Y P r+ DL 10.0 PSF DRW HCUSR408 1713OA41 oP DL 5.0 PSF L IM 19 Ft3 6> E310 PPI Apply w +mE rW to A p {TV fW Ytl *y} ryif'6Eip f real. i ra Y»*<h arrY d.v e ian .rom C t 1 Q4 ++ LL 0.0 PSF HC-ENG GA/DF AN mvcownwwv y u a a. a w,ch AMSk TP r ask P' kn b<, , A 1z o „,«.,, s p`!!, i "`«...«« a TOT. LD" 55.0 PSF SEQN- 16985 REV A —1 mk ChiA o _:np pr kwv p". $.-I ryj This dr np, keWI— pp«ptnxs M P_fpA ._1 «npi nkNrrfq rkrspon.knkkkty kwkerye..yr..no.n. m. «,T.ekrktY - - of Tnk. «r»„ .- « +C.,.GCPT« k. ft j (' r+r ;C,d 1 DUR. FAC. 1 .00 FROM CHreewnskbikitYfK,e fWikd irq ti,.a pe AXSI/ Pr I Se 2. 4(X7' 2I.L i}f3tlY [iC €2 iYJ yMr SPACING 24.0" JREF- 1WOP408 Z28cconxo_,s F xe 'on '. j q rcr x Prige rtese wm a+. i1 AI IMF —rP"•o, : IN P'n„e_>rg: -CA nu_cryc kcc ....... Dcqt la Fleming Lie Number 66648 05/I0/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED RY TRUSS MFR 16116-//498 - 13 -L)AVIL) WEEKLY -- Lot 36 Reagan Pointe - F7 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up PLT TYP. Wave 2 ,4()0 Lake Orange D,, Sve i 5'j 011.1d". FL .32 'r 2-4-4 - 1 11 - 25" 2-4-4 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbi diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 1 X3 III 1X3(R) = 3X4 3X4 2X4 III 0-8-0 1-410 10-0-0 1X3 III 1X3 III 3X4 1X3(R) 3X4 5-7-12 Over 2 Supports R=296 W=7.25" R=311 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 ING I — READ AND FOL V ALL NOTES 04 THIS ORWING1 WORTANT' FUWiS. THIS DIWf , W. " TO )4LL ON I FICLUDIM THE INSTALLERS. QQ T ...... ...... C-- S.-ty i TPI —i WTCA) --y ---10 P—- b. j.,bt R—, b,a- Alb:Z: 1, 1, 1 1 — this a,— — P". -1. 1b it —is ' si—,. TM .':ifity of "is d—ib%, f any 1-1 10i. 1:1tyy of —Y Z", I ._1 = I libs, MS I p I S-2. At PINE . atp—- — TPI -91111— 11, WCA ---y—, 'cc ..cc,-Douf Wz i)AT E O 0 WO NAL ':,o Lic Number 66648 2/-/-/R/ T% LL 40.0 PSF j DL 10.0 PSF 64 DIL 5.0 PSF LL 0.0 PSF TOT. LD, 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R408-- 41371 DATE 05/10/17 DRW HCUSR408 1713OA42 HC-ENG GA/DF SEQN- 513111 FROM CH JREF- 1WOP408_Z28 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, I. It) 1lb-//4`JS - t5 -UAVIU wttKLY -- Lot 3b Keagan Vointe - F/A Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up 2-4-4 _111.25" 2-4-4 1 X3 in 1X3(R) = 3X4 = 3X4 = 2X4 III 3 1X3 in 1X3 III 4 = 3X4 5-7-12 Over 2 Supports R=298 W=3.5° R=311 W=4" Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed woad 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. 1-4-0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 rARNiNGt" READ AND FOLL06 ALL MOTES ON THIS DRArHIGI IMPORTANT'• FU iSH THIS I RAfiMG TO ALL cOMTRAcToRs iMct.0 m 1T(E INSTALLERS. a d BCSF t8 g Caµw . S Y f TPl .TC J y 1 oP 1 P'opx y and ^9 bo ff P o{w y x 910 na Dg .:. ed it ns iwa z and a Po- A p d" t ITl(B td" g CtwrPo G' .,p C ita t fxs pexis M1l efo rty dov aY ton tr omeSargyNSI/TVF 5. or for a",g. sh,Pp ireg, AN n1V E6MPAM' An-1 en tht. d,—I.9 a cov.r pap. t,.tirfp this d sfhp. Inditat.a aec.ptante of profw.f oral enpfrfeaf ti r'a.IDOn. ibif i<Y .oi.fy fw the dNiprt .ho.n. ltv. .uFtWilfty end u.. of tlsi dtarirp lot any .<rvetwe i. z L3 E01 gMi $.ae1-0 sapwrsfbiftty f - S., dirq 0.'poet pe _SI TYt T Sae.2. Odando,FL F . FF COA 0)2119 ALNNF M1 NTCa fee ....... 9 STATE OF auataat t Lic Number: 66648 2/-/-/R/ TCJ LL 40.0 PSF Ce DL 10.0 PSF Bi DL 5.0 PSF LL O.O PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 41372 DATE 05/10/17 DRW HCUSR408 1713OA3Z HC-ENG GA/DF SEQN- 513114 FROM CH JREF- 1WOP408_Z28 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k 10110-//4WO - D -UHVIU wttr LY -- Lot J0 Keagan Pointe - Y/D ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4 1X3(R) = 1X3 111 1X3 III 1X3 III 2k- III 5-7-12 Over Continuous Support R=108 PLF W=5-7-12 2X4 III LA• III 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. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARN I14GI " READ AND FOLIdf ALL NOTES ON THIS DRAMINGI g IIPORTANT" FWMiSN THIS W ING TO ALL CONTRACTORS INCLIOING THE INSTALLERS. l rr„zeee r°ah ro r ng, ha.w r rvg, n pp ag, -ai nrvy one b Ong. R°r one e latest. eEi BCSI (B d g C t. Safety Inrorma by TPI a.M eTCA)r y pr acC ce< Y 9 Po $C51 . V ea o Irer oP E 11 P Pe IY etl g ho tl 1 P opo-- y !_ i. n9 L o r g C P_ Q 7• ti $$. $) $ t0,a$ P t w 0.. R f i.e l !k 1 tl R f g:- 160A Z r rl to AIP tl IT'R $b i6' g Cw pon G P 1 air he po 'bt o oat ry frome10 tlraw g y bu 6 h con rormance with ANSI/1P1 1, or 'or at ,l .hipping. y AN nW COMPANY n.eallae on A brae t,g or <rt.,s°z. A seal —I. dl-1n1 er — pe/s I Istits^es rqNistlrwlnl, INdl— s—pof profeeslenel snlltHerfi rsspeM lblilty solely for the W .9. sheen. TM—1-61ity snJ the of this tlreeftq for txy structure is 24WLake OmgeDr. Swe[Ri eepoesfbfYlty of tM 8u1lGitq D-9— {er ANSI/TPI 1 Sec.2. Orfart,,FL 3A37 for rm ts job's gonorat ns s Page a wob s. FLCOA#0278 ALPINE: .aip nol' tw.c , rPf s .C'pinst.orq; NTCA: www.c .en ctlryryaa: ICC: ew........ reDou e N ,({palfww 4 6 S i CaO.• e P µFt14 leming Lic Number: 66648 L/-/ 2/-/-/R/- T LL 40.0 PSF k DL 10.0 PSF 8 DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/ Ft. REF R408-- 41373 DATE 05/ 10/17 DRW HCUSR408 17130A3V HC-ENG KM/DF SEQN- 513049 FROM CH JREF- 1WOP408_Z28 05/10/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 101/0-1-0 - o -UMVIV WCEMUT -- L.00 Jo rkeagan roinre - ro 7Talu, eSet: 13B (Effective 6/1/2013) ord 4x2 SP #2 Dense ard 4x2 SP #2 Dense ebs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed woad 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. 1X3 to 1X3(R) = 3X4 = 2X4 81 0-8-0 1-4 0 10-0-0 3X 1X3(R) 3X4 R=210 W=7.25" R=212 W=1.75" l ! Design Crit: FBC2014Res/TPI-2007(STD) , PLT TYP. Wave FT/RT=O%(O%)/O Q 15 }1.(k1.06 Y1.0 QT t1 L/-/2/-/-/R/- Scale=.5"/Ft. WARN" IWMTAMT•. FUFWISM T ISC WING Lm u i CIXWnWWTES THIS n1E IWSTS LSMN F 0• Tj LL 40.0 PSF REF R408-- 41374 F--+ v g PP 4 d R Z., . 11 E j DL 10.0 PSF DATE 05/10/17citeedSCc4 (B d 9 ^v S y F - Y TPI 'YTCA} p Y n pe e i i 1 P :emp Y 9 Pe B(.51. Un UOtap11Ppelyadf ^9 ba tl P P Y e B I s qy DL 5.0 PSF ATE # DRW HCUSR408 17130A45 tilt" he oe 1 a d nR4 ,saa<L < P na «c' «,° LL O.O PSF NC-ENG KM/DF A (P d IT'i B "id' g Camp G W 1 a f nb re pon 'b y A an fram < y g AN trweotylenlvt a ,<al9a<,m k brx ng ar°« =,az. `y a a<m <e ,« AnsliTnl ,, a ,ar ea",r . ,,Pv, v, rrrrr a . L °° TOT. LD. 55.0 PSF SEQN- 514571 A wl In t Io drnrinp or eey r p," Ilatinp Chls drwlrp. IrMI.— __P_ of ProfAsslon l V. rtnp err } lam" rwpontlblllCy :*lily fer W dosi slWw.. TM wi—I I Ity o —o of Uis dlwi for A^Y Atractur i• i 6 t // qq, zi vLaLC OdR k S i iW eepansiblllty r t Bu.fdl g psslp a Pe Af/51 TPt r S.a.z. ders+f[jt DUR. FAC. 1 .00 Orl .. FL 32s3' mar......... r <laa "J. ,al <es Pa9e a 7 <e, i _ L p SPACING 24.0" JROEFF- 1WOP408 Z28 F(,CdA 7$ ALPINE .alPino <r. ; TPI wwr tPins .oeq, oTCA in —y—, ICC .. [.r i la' l'lemin I tVUITIber. 66648 05/ 10/20 L7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i 1b{!b-/l4 Jti - IS -UAVIU wttKLY -- LOt 3b Keagan VOlnte Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave f P 24WI Lake Change Dr.. Sure I O Od.do,FL 32837 FL COA D 278 2X4 III 3X4 1 X3 m 1-4-0 3X4 3X4 I ea, tz,311-1 R=196 R=182 W=4" H=H1 1X3(R) = 1-a 0 10-0-0 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. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 WARNINGIaa REED AND FOUARLL NOTES ON THIS DRMINGI aIWWTANT•• FURNISH THIS IM1111K TO ALL CONTRACTM IKLUDI116 T11E IHSTALLERS. Tru rcgulro n fabricaeing, ntlt tfnipping, acting one )toeing. Roe r a yg etetesteditionoereCSie(ev sing Component Safety 1Information, bysTPl mI-RTCA) r safety p "I operformingchessunctionsss . tlnstalleral4 prov de emporary b ing per DCS1. ebtM tars .ro op ord n < shall erty Atc— sr .urat s birg antl Batt— ord snail hrp a roperly a t i gitlhceiting. Locationssnawnfor permenentl atatael arestraiCofweberswellhavebactngInstalledperryst. e3, BT or BtO, a aPPficable. Apply pl atos to each ace of y arrd position as shave, a vo an e J.— Deter -I 1 R f d gsf 16OA-Z for aM pt Po - ions. Atp dlv f iTR Bu'ftlrg C gort G tp t fivl( trot bo ra Pons-bl o Y dCvtatlon from awng ny r to bp- ro„ in canfatm- a wim ens vrPl 1, a ar nanm +ns, n+pping, nstaltacian 6 b ing of es. 1 In tbls d—tIg or sever PWe I Isting ibis d—Ing, lndids4s ecept of profsssietlsl sepinwrf sdorts ibi litY "I*IY for the O 49n shostt. Ths ful tsb 111tY —f u of this dtsminR for spy atrtltWrs fs rsp 11,1 1ttY of f!N Outidfno DAa19— psi ANSI/WI I Sm 2. Fnr 'o tm s job's gl an s page and < ALPINE 1pin ty. tTP1 s cenera tpinst.ar g; I CA: ww.... .cry tom; ICCs - s [)OU M; CUTE 9 q (ff {/4 pp y yy@" y f,,, FtW4f, 6 4(*A``6 4,ya fp6f t. af Y &a qd L/-/2/-/-/ R/- TLL40. 0 PSF ki DL 10.0 PSF Bf DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 41375 DATE 05/10/17 DRW HCUSR408 17130A49 HC-ENG KM/ DF SEQN- 513030 FROM RF JREF- 1WOP408_ Z28 05/10/20 t 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l 101/0-//4UO - 0 -UMVIU iLCRLT -- LOt so Keagan rolnze - rul / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS :82 2x6 SP #2: Webs 2x4 SP #3 :W2, W4, W15 2x4 SP #2 Dense: W7, W11 2x6 SP #2: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur,Fac.=1.00) TC- From 50 pir at 0,00 to 50 pir at 6.02 TC- From 100 pif at 6,02 to 100 pif at 23.12 BC- From 5 pif at 0.00 to 5 plf at 6.02 BC- From 10 plf at 6.02 to 10 pif at 6,17 BC- From 210 pif at 6,17 to 210 pif at 11,17 BC- From 10 plf at 11.17 to 10 pif at 23.12 TC- 209.59 lb Conc. Load at 0.25, 2,25, 4.25, 6,02 TC- 620.00 lb Conc. Load at 23.12 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 01 W3X6 2.75 L 1.25 2) W2X4 S 2.75 41 W3X6 2,75 R 1.25 51 W4X4 2.25 R 1,25 61 W4X4 1.75 R 1.25 101 W3X6 S 4.25 151 W4X6 S 2.75 231 W4X6 S 1,50 24) W4X6 S 1.50 251 W4X4 2,25 R 1.25 261 W4X4 1,75 R 1.25 3X6 - 3X6[0]-4X4[5] = 3X4 - 2X4 III 1- 00 2-8-0 2X4 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3 in. nails Top Chord: 1 Row 0-10.75" o.c. Bat Chord: 1 Row 011.50" o.c, Webs : 1 Row V 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 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/240 live and L/180 total load. Creep increase factor for dead load is 1,50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. WIND LOAD CASE MODIFIED! Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 3X6[4] = 3X6[I2t0] la H0912 = 4X6[23] RI 4X4[6] = 4X6[15] 4X6[24] 10 4X4[26] = 3X4 LC1-11-8:J @I 6-2-0 1 3-6-8 - 1 -5-8 1- 11-11-8 - I le 23-1-8 Over 2 Supports _I R=2092 U=297 W=6" j U=170 W=8" Design Cr i t : FBC2014Res/TP I -2007 (STD) s`i l Arir. PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15. 1.0 06A.0 TY: /-/2/-/-/R/- Seale=.3125"/Ft. WARNING! ` READ AW FOLLOW ALL NOTES ON THIS DRAWING! IWPORTANT F1111211SH THIS 01i"ING TO ALL COWTRACTOR5 INCLWING THE INSTALLERS. / F TC LL 40.0 PSF REF R408 - - 41376 T aa an q a a s p q 1!« a.d n«,q a. «w 1 Hcsl <H 1 e` 7z. s P y d Y Y FPS Pa cc.scsl. uh y pad a . DL 10.0 PSF DATE 05/10/17 toP d aM1al l 'ape Y chetl M1a 'ng d tM 'd 11 h p pe ly ac p"p°"'' nc. lac f 11 g caf 1 xr r d' 1 E • DL 5.0 PSF DRW HCUSR408 1713OA43 jj ((j j xM1¢ J ODae aT 8 0 PP I Appia P4a d 66A L mW saaov¢ a W pr 8 LL 0.0 PSF HC-ENG KM/DF s rt a ANSf /tPI F,a re*«s ny ate.<xaa.. rroa, n p ch airC iaa draairq any f eo by r am c rich rur M1andl erg 'M1i Aping e+t i L i AN IrW COMA4NY .K.a.. rB ss sass TOT.LD. 55.0 PSF SEQN- 513033rar Ai aryl M Ch{a i-inp or arvrr parya !fat inW T? t ItrwinIi fM tartan aaaa'RSanar of protraaleMl rrpinrrrfnp e4fAjv 0rrspp«a.Nlf icy sal*ty for Vr dra k{RI afwrv. XSI sulttll{tcy arld vw W th (a OrMrtnR far r^Y al.r uccw. f. 111 ( DUR. FAC. 1 oa FR0 1 RF T 10(i Lzke Oraslee Dr_Sulee iSLr r..oanslhu Icy, of rn. e.,nder.R uss lRn.r a.r AkSI /ivt t s.p,x. too U CMarsW.rC 2fsi" F .ra ,on 5 i¢c sera. al Page caa.a . F CALPINE ...nfP«n..cr.. -`TP( v. winCorp; Y CA a... ,M.<rY.c ;'cc .».. .ar4)ou la Fleming LicNumber6664$ 1 SPACING 24.0" JREF- 1WOP408 Z28 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Itli!b-/!4`J LS - b -UAVIU WttKLY -- Lot Sb Keagan VoIme F Set: 13B (Effective 6/1/2013) hord 2x4 SP #1 Dense hord 2x6 SO SS Webs 2x4 SO #3 :W3, W10 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.13 to 50 plf at 17.21 BC- From 5 plf at 0.00 to 5 plf at 17.21 BC- 312.00 lb Conc. Load at 2.13,15.87 BC- 120.00 lb Conc. Load at 3.64,14.21 BC- 160,00 lb Conc. Load at 5.57, 7.45, 9.45,11.49 13.49 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. 1 18 detail STRBRIBR1014 for bracing and bridging recommendations. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 S 1.25 161 W3X6 2.75 L 1.25 201 W3X6 S 1.25 The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 2X4 III 3X8 = 3X4 = 2X4 III 2X4 III 5X6 = 3X8 = 2X4 III 3X6[1] _ a 1-4 0 1a-a-o 7X8 _ 3X4 - 3X4 = 3X6[16] 3X6[20] _ E 17-2-8 Over 2 Supports R=1239 W=7.25"oo VNQrtf Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0ffi 61410 &A oQT /-/2/-/-/R/- rARNING• READ AND FOLLM ALL MnES ON THIS URAYINGI $ TC LL 40.0 PSFIMIKITANT•• FURN ISR Ills ORM Nc TO ALL CONTRACTORS INCLUDING TI& INSTALIERs. t T ew,o are n abr a o an & i Q g tll g pp q I41 rvq ane bra rg R. f 6 e d BCSI (B C q C pon S y I by TPI aM NT CAY f r Y P i- 1 11 11 p e 'emP y q pe BCSi. lMf eE n 0 L 1 0.0 PSF n o9 e a ofI p ow ly q e b e o p y • ,5 AT + C S DL 5.0 PSFqIIpaF 63, B> B o s pPl app1Y p raoo of cro a p eww„ o. arw ajjjj - (jj M1e J w R f a 160A-Z fors d tl pla po o i IL PF0 Alp w B C«•pp t of1 wpt 6 .c p b y a fa ion frow tb "• p {y ,• LL 0.0 PSF tlra ^9 y f 1 b runs n con ormanco w tn ANSIfTPI t or fur banCl„y snipe irgjp ••s V ° •• `4. AN n-W COMPANY ealfatio o- e aci goor" z.t lvr{'S °s.t wAa•s a.St OT. LD. 55.0 PSF A s••I on "is er•rlrrp or oo—r peg* I lathe "is ers•Irp, InolcA ebo"r— of pref•aslensl o"In •ring /A f L p k S? r•eportsiellfty •el•ly fer th• a••ilyl sfro•n. Te• •ult•Clllty •nn us• of this d—rlp for pry serueeur• is '^d i(Li[ LM [ ( 2400 Lake OTenge DT..Swte1W raaponafblllty or tlr• 8.11d1b, D—Il r p•r ANSI/TPI i Ssc.2- # 11 1 DUR . FAC . 1 .00 O[lando.FL 3283i — fo s general aq .re esa {*' FLCOA 03278 ALPINE .alp.nec.. TPt q,ins -g, WTCA: .. .ry can; I- .safe[)oula Fleming Lie Number: 66648 SPACING 24.0rr Scale=.375"/Ft. REF R408-- 41377 DATE 05/10/ 17 DRW HCUSR4O8 17130342 HC-ENG KD/ DF SEQN- 515013 FROM CH JREF- 1WOP408_Z28 UM O/ZU 1 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, Ib!{b-/{4yi3 - b-UAVILI WttKLY -- Lot Sb Keagan Pointe - FGS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 675 plf at 0.00 to 675 pif at 4.00 TC- From 175 plf at 4.00 to 175 plf at 11.54 BC- From 5 plf at 0,00 to 5 plf at 11.67 TC- 2100.00 lb Conc. Load at 4.67 TC- 300.00 lb Conc. Load at 6.67 TC- 225,00 lb Conc. Load at 8.67 TC- 200.00 lb Conc. Load at 10.67 TC- 350.00 lb Conc. Load at 11.50 Wind loads and reactions based on MWFRS with additional C&C member design. AMWFRS loads based on trusses located at least 15.00 ft. from roof edge. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W2X4 S 2.75 51 W3X8 1.75 L 1.25 71 W3X6 S 1.25 101 W3X4 2.50 R 1.25 121 W3X8 2.00 R 1.25 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X4 = 3X4 III 3X6[71 - 3X4[101 - 2X4 III 3X4 1 8 10-0-0 T V111111111] I ZX4 gl ZX4 III f f 2X4 III 2X4[2] III 3X8[51 = 3X8[121 I, 3-0-8 ;V.1r 6-8-0 CIF 1-11-8 --J L 11-8-0 Over 3 Supports R=1073 PLF U=21 PLF W=3-0-8 R=2513 U=107 Saar W=8"irr R=1477 U=18 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.01f 06 0 T 2/-/-/R/- Scale=.5"/Ft. WARNINGI' READ Aim FOLLDf ALL NOTES ON THIS MM'lIM6! t lNgftTANT FWNISH THIS bRA.IMG TD ALL COWMACTI S IMCLWIND THE INSTALLERS 1 VT. TC LL 40.0 PSF REF R408 - - 41378 ICA> t>r Ncsl cs caa s eY P+ sa iCDL10.0 PSF DATE OS/10/17zPl co P q Y f I oP 1 p arpa y 'ng bo tl 1 P Pe' y A DL 5. 0 PSF P<. ATER* C DRW HCUSR408 17130A3T ALP j[. e, 63. B] R 0. pPY 1 APPIY P! -us P Ire i f)A: d R 9. 16OA Z or and d 1 on'. A P tl TN tl I< 6 r<< 6 a y tl I«, fry mr rq y r cu bc+ -. uns iry can Parina ta vi[tr ANS{/TPI t, or for "tll .° e f s`N' (`° RYD At.NMYM4ORg• LL 0. 0 PSF HC-ENG K/DF ANrrWCOMPANY II„ x Atlr a....4c TOT.LD. 55.0 PSF SEQN- 512971 21tXJ 1. 2)i.0 DEdC2j`1T_$¢#2 i`a A -1 _'- I. erA. tYrp er eev.r RAOe f IsttnR trifN erw trp, InelfeK.s NeeptAnee of prefeu iorl.l .epfeNlrinp r..R en,iblleY ,e l.fy for ,» U.aF WI flrbwr. TMF NUFC.Cf, ItY A..e R.. of Nis tlr.. i.rR fer y strtcCw. it t rsspw,aibifity of W Bondfn Dsiyeer Iu ANSI/TVI I S-2. g "' (' Ak_ y.. lf$ (ejNl+" DUR. FAC. 1 .00 FROM CH IJir_,do. FL >n;; Fl. COA rr)a8 ALPINE - a, v_ . TRI tP[n= .ar g. wTCar sbc induct y c fCC ere.,ccx rol (i(I la Fleming LIc Number: 66648 SPACING 24.0r" JREF- 1WOP408 Z28 05/10/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, tO1 (O—/ 14Z10 — 0 —UFLV I VTr LMLT -- LOL so Keagan roinre - ru,; } 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 594 plf at 0.00 to 594 plf at 4.10 BC- From 10 plf at 0.00 to 10 plf at 4.10 2X4 III 3X4 = 2X4 III 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. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 1-4 0 10-0-0 • 3X4 3X4 4-1-4 Over 2 Supports R=1239 W=3.25" R=1239 W=6" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15,?1 WARNING$" READ AW FOLLOIM ALL MITES ON THIS DRANIN6t tIPORTANT FDPNISH TNIS oRANIN4 TO ALL {;OIffRACTORS INCLUDING THE INSTALLERS. T do else .M+r y, na I q GW q ev xai aeM b J R c Qn g 51Mecs "Y R 9 E a .gym r 9 a BCstl r a rig 9. L f P c e 9 i*c rw tt'' I f'' f` .. es. sT 910, aPP aoP r P fro J Q E f o R P. rgc 16Cfr L !or :nerd tl .ion, rro e I [(tomcA P PFK 6 6'^R (vWo^ G W i e5F tro ro !wn 'M1f nY bu ! d in vern orm ce w th ANSt/TPI , or r anelr n pptng' AN rrW COK40^,W n ,o.. s - my or .rr. y.. . A INI it' Is tl 1np N C+Wr P"o I.-1" -1. tlfNtnp. InQ e+C++ r,eoA'DtYfte+ trf Orofwsfon+l +ngleN+rin r yp 1. f icY E EY for CM WAi{St fl o n. T s0i ilteY +* uses of eh is 6rwitp for +rey seruetur+ is 24W Lake Orwge Dr.. Sune 150 mops^+ eo :%y or rn. s.a to f..g Elnai Rrrer w.r ASI/TPI t S.«.z. darido, FL 328371-1 1. 5 gery n page a .en s FLCOA90279 A-INE .. TPi _-9, WCA, r.: iGc ral ORt W Lic Number: 66648 2/-/-/ R/- TCLL 40.0 PSF UDL 10.0 PSF DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 41379 DATE 05/10/17 DRW HCUSR408 17130A3R HC- ENG KM/DF SEQN- 514602 FROM RF JREF- 1WOP408_Z28 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, 10 1/0-/ /4t1?J - 0 -UAV I U WLLrLY -- Lot .5b Keagan vointe - tiz) 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"x3.5"), toe nailed at Bot chord. PILT TYP. Wave 1 Orla,do, FL 3283- F!, COA *) 2 1 S F_ 2X4(Al) 2--O Over 3 Sup (Irts R=82 U=6 W=4" RL=28 R=46 U=22 14 3 R=34 U=O + 20-4-0 139 mph wind, 21.18 ft mean hgt, ASCE 7-10, CLOSED bIdg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5,0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS, with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 19MM I W f * WAD AND FOL ALL NOTES 00 THIS DRAWINGi IW1DRTAhT" MMiSH THIS ORMI G TO ALL OWMACMRS IMMWING THE INSTALLERS. y iPf erM WTCA) - -,ty p- 7_ P. R3 5, 6,0, IfiOA-Z I., AIP Z: y f t, 1. __: y .q P". 1 -,no 1. d,—I.9 1 1- r "I-, Ib I f—'*z .Hoer,. x 4-I— or Chi. d-l I., L AP":ttyy of — -Id., 0-1ANSI/-$ I S ,Z. et ALPINE —. 1p-- - TPI -r-11 RFCA ICC, M.- j /* ATE 0 0R\ D N A 1i Lie Number 66648 TOLL 20.0 PSF k- DL 7.0 PSF JDL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale =. 5"/Ft. REF R408-- 41380 DATE 05/10/17 DRW HCUSR408 17130340 NC- ENG 1KD/DF SEQN- 514981 FROM CH JREF- 1WOP408_Z28 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ibtl0-//4`J6 - li -UAVIU wttKLY -- Lot Sb Keagan i'otnte - tJ1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat 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"0.5"), toe nailed at Bat chord. PLT TYP. Wave 4LPIN 2jw take 0—ge Dc Smte i50 Odando.EL J 83 FL COA eJ =?8 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT Il, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=169 U=81 3-10-11 3-1 -3 3 R=127 u=a 20-4-0 2X4(A1) _ L<- 1 -4-0-:OJ 7-0-0 Over 3 Supports 5. R=360 U=61 W=4" RL=124/-30r f Design Crit: FBC2014Res/TPI-2007(STD) + V/ , FT/RT=O%(0%)/O(0) 15 1.01 4.06 .0 zT} YARNING! " REM AND FOLLON IR ALL NOTES ON THIS DRANING1 IWVR'TANT" FURNISH THIS DRMIMG TO ALL coRACTORS tmuwiNO THE INSTALLERS. e T <m Yabr g nx 1 g Pp y eall anq b g R .r C.c anq 1 f / nn SCSI CR ny Camp 5. y 4 TPI NFC 1 Y P f H[ BCSt ''44+/( ypy.. ry( pp.+. op tlFPuVoYtlMPPe " Y t r[ F ti# f... ry g. L Po 1 g oPear f n M1T. DT Rta, pot ei Appty Pia -. p .: .. fa A P 17•W A 6 rty a<.wq.o .Fy F f t fw rcxPon rvy eevt a "on from geb +Fs* ifi {.. 1 4 < conf..ormanc — cb ANSI/TPI t, o /or banal erg Kbi Ppi ny. t ' ei y i W fyf t n aiinti nn s bra i,.ry ar Krusses. i ANf N rAf Pfe f^` sffl on this arwtFq er emvr pfpf fiftinp -1. erwiFrop, 1n61— f--p— of Profff 1-1(! S? Mp : bitity wlfty fx — tlffipn •egfe. TM ..11l l ty frM uff of this erwin for fery ftrueturf if 'i ( F r efponsOiFicy of tAms NutFeleg Ofaigrwr trfr AM51/TPI i Sec.Z. F j ii. ALNNF TP1 _ ory; -CA iCc ......... Doula` Fleininiz Lic Number: 66648 T LL 20. 0 PSF k DL 7. 0 PSF B DL 10. 0 PSF LL 0.0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 41381 DATE 05/10/ 17 DRW HCUSR408 17130A3N HC-ENG KD/ WHK SEQN- 736701 FROM TH JREF- 1WOP408_Z28 Os/l0/20f7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I01f0-//4`Jb - U -UAVIU wttKLY -- Lot Sb Keagan Vointe - GJI j Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Tot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 11 24(yi Lake Charge D, . Suite 150 O wA).FL 6 2X4(A1) 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED b(dg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. R=-36 Rw=240E 4 43 a-10-11, ! 2Q 4 - 8-0 R=9 Rw=15 U=10 T 0-8-0 L-r- 1-4-0--j 1-0-0 Ilier 3 upports R=201 U=56 W=4" RL=32 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15 WARNING''` REM ANDFOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FUMi SH THIS DRAW, LO NGTOALL CONTRACTORS INCLtWING THE INSTALLERS. t. e eCSt (8 q t q pP g- t i artG br aa.ng IX r g Gompo S Y 1 by.: TPI NTC ) Y p a pe f a -. 4 -. sr P e,aPo Y ^9 Pe BC51. thr - ea fw op a it p y e "^D a r.o a P Pe ty icg a' 9 L - -how Pe 1 Ce 1 f b: br g t pe M1 o6aT - s PPt. I APPLY PI W wn ov< an ho J- 0 — 1 a IX tl ry- i6OA Z I., A rap d tM B fa,y Compo G up 1 aFt noe be rc Non h y e is ion rrom 9 Y i bu 1 h onform wi C.h AN51/TPI t, a nnAl ng n ppinq, ns aCion 6 ng of <ses. sosl en th I drring or ewor paps 1lsting this drswtng. IMIooi 0000pt * of profssslonsl snglnosr1 ap ibillty solely for tJN W iqn N , TM sultl iI ity AM ws of this drsring for sfty str- is esp 1bility of CM 8ofIding Osaignar {ror MSI/TPI I S-2. For mo rm z ,i oo's gene rat s page a ALPINE .atPin aC iTPi c <Pinse.Prg; -CA .s inau Y h'c ICC . cc1,L)O;U N B AT s o f01Ngb o N` N OR• od Cuk,NAIL Lic Number: 66648 2/-/-/ R/- Tr LL 20.0 PSF DL 7.0 PSF 8W DL 10.0 PSF LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 41382 DATE 05/10/17 DRW HCUSR408 17130A3M HC- ENG KD/DF SEQN- 736955 FROM RF JREF- 1WOP408_ Z28 05/ 10/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, IOI/O—/I4ZI0 — O —VAVIV W CT\L.T -- LOL so Keagan roinrce — lJs J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) _ 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=59 U=28 1-10-11 0-8-0 1-10-3 20- 4-0 R= SQ U=0 'TT + 0- 8-0 1- 4-0 R= 222 U=45 W=4"1 RL= 62/-23 eesw Waea %,r Design Cr i t: FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.0a.06 `I.0 T 4 /-/2/-/-/R/- Scale=.5"/Ft. rIARNINGS•• READ NG AND FULIor ALL NOTES ON THIS URA/INGt ie " j T LL 20.0 PSF REF R40$ - - 41383 IWWTANT•• AMISN THIS dMNITO ALL CONTRACTORS INCLUDING THE INSTALLERS, T Q ab g i 9 PP 9 Ming ane br g IX C I • ba I SC51 « 1 g 5 by Tpl NTCA) , p i DL 7.0 PSF DATE 05/10/17 e P Y 9 Pe SCSI l%n ,w a ( I-phriPgea eq o y g ' L1 PTwR WY cont ormanf e wof bb ro Poa r 1 d i alyq f, pfry_r he' e DL DRW HCUSR408 1710. 0 PSF 130AX 83 Ap1YfATGRd 6oA Z r pa LL 0.0 PSF HC-ENG KD/DFLM 'A,,' A P bu ie 139Coe- ofO cfL%0.4Sc hpi0 siVAN eOb TOT . LD . 37.0 PSF SEQN — 736961 f(W COMa b w.NY insta fationra,.i ng ercu<ze,. AeARse:s.ee e A N 1 en this d—ing or ewer pps IIstirq Chi. ereelnp. IlM.— saspt.nee of prbfssslonaf enQf n.erl ! re.RsnslbllitY sef.lY fW tlM eNsf Rn fhoen. TM witdfllty .eW uN of -1. erwf,q r.r ury atrueturs is / n0 f ((jji ibllit of tM Dullel Deaf f( /ONAL DUR. FAC. 1.25 FROM RF 2400 Lake Orage Dr. Suite 150 te'°OeS Y ^a 9ne pe ANsI/TPI t s.e.z. I'18[KiJ. FI 8i' For more f "an is Job x general ze age ane these we FtcoA vas ALPINE ..w.aFPinefCw r.. ; TPI: www.tpinct.o,g: NCA- tustrY. om ICC www., ca 1)ou la Fleinin L{cNuinber:66648 SPACING 24.0"" JREF- 1WOP408 Z2$ 05/ 10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 101lO-//4`Jti - D-IJAVIU 7tLLr%LT -- LOr SO Keagan roinre - e.J, Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2x4(Al) _ L-* 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 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Mind 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. 2-10-11 R=116 U=54 0-8-0 2-10-3 20- 4-0 R= 89 U=0 i 0- 8-0 Design Crit: FBC2014Res/TPI-2007(STD) 4 ` PLT TYP. Wave FT/RT=O%(0°6)/0(0) 15. 1.0 06 0. 0 TY: /-/2/-/-/R/- Scale=.5"/Ft. drr{ y{{ !{ fj^ tJ t AN Ff'ttW CC5Mg0.NY rARNING}• aF:.w A#%! FOLLOW ALL MOTES oR THIS DRAtlNOI Impo" Mr F{ wtSN TN S O M. TO ALL. 0OWMAGTORS t*CLW1W THE IMSTwLERS T rrqu «+x a- y, ha 1 y r .catli,uf — be y R h i RCS, <R y°G . Sa Y t rarwa Pl , .T r P o RC51 . U cPP tl at P P Y ' ^y it P Pn Y h y -. P th J BOe xi) RYD q biro :A p1R fln rryn tWA C f q pi po n lino «. d .,.ny or soa. m AT q, i ; q, *. gam` °• t>rcwr**•" ' d [i} TIC LL 20.0 PSF lEgDL 7.0 PSF 45 DL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF REF R40$-- 41384 DATE 05/10/17 DRW HCUSR408 1713oa3K HC- ENG KD/DF SEQN— 736962 n.,., 24WLakeOr=a Dr., SuYce I`.1J 1 err this erw(ny or cover pope ileYlnp thl* erw irvp, iMfostre ecpptret* et profeesiop l erplrrerirp rwpoeeloi i itY so to lY for W tlMiyr eNpw+. The _I —it eeM Ilse of this orai,y I— eny atrVctim! is resppeeiDty of t(ve Rutio irg Vesiyner per IVGSI S—,Z. ddd t} F f ddddd f f Y'atyg`(r iC OUR. Flllr. 1.25 O FROMRF SPACING 24.0" JREF- 1WOP408 Z28 FL33833F con cz x ye», 1 . P ' ALpiHF ,.. a1P:,.a. _ :TPI Pi 5 .a y; » ... % FCC w., _ Ya[ou la Flemin Lie Number: 66648 051, 1012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 101lb-/l4JS - U -UAVIU WttKLY -- Lot Sb Reagan Nolnte - HJZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set 'r1313" uses design values approved 1/30/2013 by ALSC 139 mph wind, 20.84 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 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162"x3.5'r), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5'r), toe nailed at Bot chord. 4.24 F- 0-4-3 R=16 U=20 T R=41 U=10 2Xi4 (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 2.77 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.77 TC- -21.94 lb Conc. Load at 1.41 BC- 17,06 lb Conc. Load at 1.41 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. 21-4-6 1-3 14 i 0-4-0 L.--- 1-10-10 12-9-3 Over 3 Supports) R=131 U=71 W=4.907" • i4" pay ° L°%{,+°` «" pyy': •. Design Crit: FBC2014Res/TPI-2007(STD) M $ PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.O 06 L0 AT /-/2/-/-/R/- Scale=.5"/Ft. WARN INGI •• READ AND FOLLOW ALL NOTES ON THIS DROINGI s IIPORTANT FlN9{I51f THIS fHTMfING TO ALL cONTRACTgS INcwoow, THE INSTALLERS. « TCILL 20.0 PSF REF R408 - - 41385 imT puiro o - 7' ' g 1 g hi Pp g 11'- - bracing Refc, tl I i T' thediBCSI1fygC°epon 5 y 1 - y TPf any NTCA) r Y P c§ DL 7.0 PSF DATE 05/1 0/ 1 7 co pe g I Icrs shall p empa Y ng pa SCSI u - E 11 P Pe Y .M1etl struc<ur at M1- g ,M b tl - II a P P Y ° Te Ipr.. 1y' ring.pormanent lace 1 11 br g - y p P IA L,. ° 45 DL 10.0 PSF DRW HcuSR4d8 17136A3S 83 BT B4O s Ppl 1 APPIY Pl 'ru po: tun ab°ve ar ° °° ajj he ! M tl R 80A L for~ antl tl ns. e« ° LPO APp TN ftl "P I all re ra a Y atl .r a thC ;`d ««° LL 0.0 PSF HC-ENG KM/DF AN rrW C3MAkNYatgat,°y banrac,ng °°" ei.tr"s In °anr°r.ran<e .,th AVSI,TPI ,. ar ,°r hanyt,n9 ,h;PP;.°° , °«.« «««°C+° ,, 'eTQT. LD. 37.0 PSF SEQN- 514623 A ept on Chfs tlr J.:.9 er eev«r p« I I-I.0 "I° Cr-6M. IeW le«t«s «etipC«ne° of Drof«sslplfl «nplef« "M fP,rfpr jA Yi respo,uftrfIffysolelyforVNd «p', elgwr. TM -1-11 fcy e 1 tw of Chfs dr-.r for -y f,Cry 4yre 1. 2u0Lake Om eDr.Sme uo esponeltr+Ifty of tIr Bnlelr.e Deelyner per NISI/ I , S-2. > DUR. FAC. 1.25 FROM CH t Iry Cri. Wo.FL 3 F r ,re ` tlan ,5 ;ob ganaral ` aPaga h"` reb COA FL C.O. iSPACING24.0" JREF- 1WOP408 Z28 278 A PINe J$ .a1Pin°t.. nf. ,cp tr,a .°, g NTCa: bc e" Y-=«: Icc . re[CRl la' Fleming LIC Number: 66648 05/10/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, lbl/b-/1496 - B -UAVIU WLLKLY -- Lot 36 Reagan Pointe - HJ7 ) 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, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 i- 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 MO 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. C$:%1111FA R=331 U=64 3-10-6 3-9 14 0-4-0 L<-- 1-10-10-->j LE 9-10-1 Over 3 Supports R=318 U=143 W=4.907" " 14r Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0 06 .0 4,QT /-/2/-/-/R/- Scale=.5"/Ft. MARN IAIGf READ AND FOLLOW ALL NOTES ON THIS ORWINGI > EWMANT FkRN SH THIS OP"ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • TG LL 20.0 PSF REF R408 - - 41386 T 9 q I q PP 9 1 q tl ^9 R 1 w. tl HCS N i q P s r I er iPi 1, I ` i`'DL 7.0 PSF DATE 05/10/17 o P 9 .c I I I P ^Po Y q P. BCSt. ttn ry coP f P r - q oo AT E DL 10.0 PSF DRW MCUSR408 17130A31P p {/+}wyp. p thti PJ O00eaT( Bttl fT'i' RPPid 9P PPIR PG t 9. 1I8 A- Ztro re Roy+ tl h Pf Py IXn n Crow cN i/ -AIMLlrO n tl *, ?` **`` LL 0.0 PSF HC-ENG JB/DF r T<us, o rw> «. r ansliTPl , TOT. LD. 37.0 PSF SEQN- 737263 eu q .fir , tl AN RW CQ MPANY .. i er, s +e.q or ,.os. ¢,fp `((}{ } •1A®*fA A wI en t 11 *r0 M er COWf R1W IPAtirq tnit *fwfng. 1M1e *OOWirfOf of Rf'off IsIu1l11rqf`' ( f r JL Y rlponliNf lftY wtlfy for thf W11 p, ftW1n. THE fuftMflity - uff Of this 4-1m for 1^Y struOturl Pf -^f !f l,yA Y a 8 DUR.FAC. 1.25 FROM RF jii„G }.diiE Orange a P., $Ui.e l'(} rllponfibf lfty of tf,1 NuilA ing Desi y,rr p1r AMSI /TPI T Sae.2. 1Y iJ,{ar3da. f?. -fii r w,,.t , ,s iw.. gene. at s Pago r re SPACING 24.0" JREF- 1WOP40$ Z28consaLPu ....ziwno<1.r.w.:cP nFc.ara: *TEA rr.raw: PLC .....,rt,,a,nE cni:?1 . Fleming Lit, NuTnber: 6664& 051/10/2017 O I M1 I 41 it ki it 41 !f 4t it ti {t fi If Z ifIt c0 W r O) Os c- + 10 O + 00 r F 1 0 r F O r N N e M M r M M W It r— try t[) N N N N X J I( r+ r t t o r r r r ++ r t Q 6 14 M = If11liII F- it Q X it W Q I4 uI4 M r oo cor OJ c0 r (O M r co W t co C0 r co W Q0 O 0 0 Hvvrrr o3 O r W t o3 c0 r 0 0 dX it OO r mm r axO r 00 r OO otO f O0] Ir 11M M itMMZ r M M r r M M I M M r M M r M M 4- 41 M M r M M r M M r M M r M M M M r M M I M M r M M r M M r M M r M M r M M r M M do WJti N N r N N r N N i N N i N N r N N r N N O Y fl 41tiz V tt O M1 O M1 O M1 O M1 O M1 O F O F Z w 41 O D r 0 c4> r Cl c0 r O t0 r 0 c0 r O c0 I O CO isO@OCOOc0O40rdt0rdc0rdC0d 0 n O M r O M i O M r O M r O M O M t O M W J N N N N N N N N m X N uF- It c f! O W ki J J J J J J J J J J J J J J dY n QQ r dQ + dd r dd 4 Qd r Q<d t Qd u) F- t i 3 3 r 3 3 r 3 3 r 3 3 r 3 3 r 3 3 + 3 3 n tfK i i 00 r co t 00 r o 0 r 00 r 00 r 00 cL, 4 ; 00 ' 00 , 00 , 00 + 00 c 0 t 00 a u kI . . . . . . 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F- N f1 N N r N N r N N r N N r N N r N N r N N fl flN U 4f N N u w W tf w n 11 L fi N N M M Q C tfi N t0 C0 F M1 tl [ r f t r r J J t J J r J J J J J [ J J r J J J 33 33 + d333 V C r v v t r- U V 00. 00[000 ooroo[ 000 N N i N N r N N N M M 1 M Q Q Q Q ! m m 00 co N mmM fT M M W M M O 000 N N N 000 000 o an J W W J J J 3 d d ZZO O 0 00 00 N O O N ce'r N N M M Cr) M M 00 M M co oo N N N 000 0 0 0 0MM J aW WW J J J 3 d d ZZ000 r- O er t toON N N t r N 000r000 000 000 0 0 O u N r O N N as nn J W W r J W W J J J i J J J a d d 3 Q Z Z r z ZZ 0 0 0 r 0 0 0 Soo + 000 f ttC9 tCl o ID N OO M M M M M M co M M co ooM N N N 000 O n n 00 h M1 t[ 7 th FM1cocoN spt. yDq * r N 648 kV. 444sssk6 t t 8 kUUU ` sr rS, 1RF r tr ww tt_t B , r e i At, Douglas Fleming Lic Number: 66648 05/ 10'2017 0 0 0 000 00 F M M1 F FFO 01 V N WWAI f r O O i O t 0 0[ 0 0 0 0 N ( D O O O o O O o 0 o cc Coco 00r0 + 00 r 0000 0 0 0 0 o cs C2 00 r O t ON r ON CON O, O Oo;Ooao 00 o 00, 01-1Mai N J J+ J r W J r W 1 J J J J r J + 3 z J r z J J J 3r3r¢ d3 r 3 3 3 M = Oo 0 00 0000 row I a Mcu Mwvco N N N r to r M1 F i F F F F t ' cO co + <O co c0 c cfl ID co co co cb M M M ct < 0 O (D 0 000 0 0 000 00 oaoroo OOOr00 0 c ' 8 00 000 as brim 6M 0: LtS J J J J J J r J J Z Q Q r d Q O o o O o 000 r N 0 M co CO r r iD r h h r Q Q D ID(D i cc 0 ID ID O O co m 0] ll li lL ; lL LL j 0 0 : 0 0 : 0 0 : 0 0 : o 0 0 ' 0 0 0 0 0 0 0 66 ' 00 0 0 E 0 0 0 M 0 M r O 00 , 0 0 i 0 0 ' OO 0 i 0 M 03 M h M M et h h h r h r r (D (0 r (D (D r (O O ( O r ID O 1 C? 1 V c <t 0 ( 0 r 1010 r h h h M1 t[Y tD tD t!Y tfJ d d dQ cD 0 ( O (0 (O M1 h M1 r M1 h CO co 0 0) r M M ar OS 00 00 00 66 0 co 006 ( h LY z J 43S o O M Q N N cclDClYM M U.. LL. N 0, rnhO r O O goo 66 boa r00 r N r O CO U5 V5 i M M N Nit til jv00 F c0 r 00 00 000 E 00 01 r Op N N r O c 00 000 , 000 J J J J J J J J J J J J J J d Q r Q d Q r d Q 33 333 r 3"s ootooa opo Ov cO t i 00 e NO h M1 r (D OJ 00 1 M (D M i pj 00 t M1 h h I c c OO r ' OD 0 00 N N ( 0 (O (D N N r M M M r V i LL ` lL tL LL ; Lt LL O r a0 t WM C M CD M M O r M M O M M M r M M co 66 66rs O(OO Ohh 0(OO OM M 0-- O m co I O N (NI t O M M r O O OW ttt Ow dJ W 4tJ ' J J J J J J J d 3 Q d r 3 d Q Z z z z r 0 0 r -00 r o 0 o r 000 r f1> u9 ('/ o) uY Ic N N cf i p 1 o. 648 / 6 ! \ ! E tt 'O Douglas Fleming tic Number: 66648 astlolzan CLR Reinforcing This detail ;s to be used -when a Continuous Lateral Restraint (CLR) is speciFied on a truss design but an alternative web reinforcement method is desired. Notes MetierSubs t i titian T- Reinfor-cemen t or, L - Rein forcernent. or L - Point, ti Apply to either side oP web narrow Fare, Attach with 1,3a (0.128'xI0',min) nails at 6' cc-, Reinforcing member is a minimum 80% of web member length, This cletait is only appiicable for charging the speci;ieci CLR shown on single ply sIocliod designs to T-reinforcement or L-- reinforecement or scab reinforcement. iri Alternativereinforcementspecifiedchart below may be conservative, For minimum alternative reinforcement, re -run design with. appropriate reinforcement type. T- Reir,-'. L--ReinF. Web Member Specified CLR Alternative Reinforecemenl, Size Restraint T- or L- Reinf. Scab ReinF. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2X6 1 row 2x4 1-2x6 2X6 2 rows 2X6 2 Ex400 2. 8 1 row 2x6 1-2X8 2x6 2 rows 2X6 2-2x6OK) T- reinforcement, L--reinPorCement, Cr scab reinforcement to be same species and grade or better than wpio member unless specified otherwise on Engineer's sealed design. OK) Center scab on wide Pace of weiti, Apply (1) scab to each Face OP web, Scab Reinforcement Apply scab(s) to wide Pace of web. No more than (1) scab per face. Attach with 10d (0.128'xI0%min) rails at 6' cc, Reinforcing member is a minimum 80% of web member length. VA" Mat'"'. READ AND FQLLUV ALL MUTES ON THIS DPAVO" DV> MTMT.. FIOWS14 TI-11S PRAYING III ALL UNTPACYIERS 144CLUDING THE MIALLERS, t— carp in r-.t;hq, i-Awu _-t" .,-,d br-q RPF- to W.- the tat—t e,U- of BCS1 (BLAIA,* COIIP t Safety W—U-, by TPI .M SOCA) for -4', Practices prar to P-Forrkg these fu tk- IrtstaUers Sro(( provide temporary t,06,v per BCSI- thlqess noted 00-1,se, top Chd d shaft have ottact— st—t—t propertysheat" and Cott— 1Y- Ikt hfYve G property ¢tta hPd rkpid -A441. L-t'- h- for p--t mt-t —t—ir't of -,bs Cx g b taU,ed per BCS1 —ti—s B3, B1 or 010, as 4wirabke. Appty plates to each fa — of tr- and positu as Shown above and M tM . t De -AS, wriess mated ot—w— Refe, to d-4,gs 16OA-Z Fo, star mart plate positrons. Ai dr, 1TVDudeskComponents not Groo I, atmU t be ponsibte to, any oe,iaVon fro AN IT W COMPANY =ny fmA'ure to bkAci tee tress in tonf—me With ANSI/TPI 1, or For h-16%, stripping, inst L -14V or truS — A sea on this draft ~ Ustav tti, kwkt— --pt— of P—r-1—t 13723 R-1— t 1— er4—i1v eespons"ty e(y for the design shown TM Atmty and use of Uos 0—irQ Suite 200 for any structure is the -q—s My of the SAfing IWSIW— per ANSI/TPI I S-2. M.ryi.m Heights, MO 63043 For Wore ifor oUsee this job's W-t antes Page a these web %,tev I N.Plw: ... wpkw,t,- TpR -tpinstsrg, SOCA, tcc: —w—ape—E) Scab TC I-L PSF IREF D PSF A1T E dL F_ P S FDRWC.-i AT 44tifLL PSI- OWD.," C sC0hT. LD, PSF 4 A I VDUR, LAC. SPACING CLR Subst' 10/ 01/14 BRCLBSUB1014 05/ 10/ 2017 Fable Stud Rein -For -cement Detail ASCE 7-'0: 140 mjDh \,,/ind Speed, 30' Mean Height, Enc[oseo, Exp,OSL.4re Or, 120 rpi,, Viral Speed, 30' Meori Height, Partiatty Fnctosec( Exposure C, Kzt = 100 Dr: 120 rph Wind Speed, 30' Mean Height, Enc€osecl, Exposure D, Kzt = 100 Dr: 100 rph wind speeci, 30' Mear, Height, Pa,tiai(y FIrciosed, Exposure D, Kzt = 1,C0 2x4 Brace T 1) Ix4 rL* Brace w (1) i?x4 ',_' Brace w (2) 2x4 'LL ' Bracew* (1) 2.6 '' Brace A Q> 2X6 *L' Brace 4Gable Verticat No pccjhg species Grade Br a c e5 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group R 1 91 91 L11 12' 10' 14 SPF 31 10, 6' 2' 61 71 81 11 a, 51 91 61 10, 01 12' 8' IT 21 14' 0' 14' 0- U T 10' 6' W 6' 81 11 81 51 1), 81 to, 01 till F31 1-1, 14' 0' 14' 0' HFs -10' 1 7 7 ' 01 7' 6' 91 61 to, 01 1 11' 10' 1 14' 0' standard3' 1 o 14, 0, 7r 3 7 3' a, 3- 8' 7 Fa _09' 173- 13' 0' 3' 6'--T47 4 SP #2 4' 1- 61 111 7' R' 2.-, a, __91 13, 10, 21 12, 10, 134' 14' 0' 1 14' 0' 1- 57 14' G' 4' It' 7- ou DF1 Stud 4' G' 5' 7' 5' 1" T 5. 71 ill 91 a, to, 11 11' 7' 12' 5' 14' 0' - FS_ta"oicd_ - 3'9' -4, it- 13, 6' 61 71 01 el 10, 6-10:__,. 11 -Irl, 13 14' 0' J 9 41 91 91 111 11' 7' 14' 0' 14' G' 14' 0' 14, 0, S F) F # 3 4' o' 7' 81 3 T T31 117 Ci- 116- 14' 0' 14, 01 14' 0' 14' 0* 4' 5- 9 3_ 9' 7' 111 _14_ 0- 14' 0- 1 14' 0- U H F Standard7. CD 0 61 51 6' 10' 81 E, 01 -11' 6' 13' 6' 14' 0' 14' Or 14' 0' 1 41 10, 61 01 4888" _4' 91 6. 1 9" 10, 111 31 111 91 14' 0' -14' 0' 1 .4, 01 14' 0' S P #2 4' B* 71 111 81 31 sr 4 - 1 91 91 111 21it, 71 14' 0 14' 0' 14' 0' 14' G' I 1 - - -- ----------- -4__ 1134' 7' 6' to, 7, :31 91 1, 1 9, 6* 11, 11 14' 0- 1 14' 0 . ... ... 14' V07 D F L stud 1 4' 7- 6, t0- 14' 0' 14' 0- 14' 0- 14, 01 stclndarc 10, 10, 11' 6- 12 13' 15--7 147 O 4' V 19 4- a, . 91 11 to, 41 111 21 12, 91 14' 0' 14' 0. 1 14' G' 14' G' SPF 4' to- 8' 7' r 8' 11. 1 12' 2. 12' 6' 14' 0. 14' 0' 14' 0- 14' 0' 4' 10 8' 7' a, III to, 21 1 10, 71 12, 2, _Fe_,8 14' 0' 14' 0' 14' or 14' D' C -_ - - - - U HF - Stud4110, -- ----- 7' 5- 7' 11' 1 , 10 11 2. Standard 12 12' 8' 1 14' 0' 14' 0' 14' G' 14' V x # 51 4' 8'__ 1 or _91 _21 _10' 5 10, 10, 12, 51 12, it, 14' 0' 14' 0' 14' 0' 14' 0' 5' 2' 81 91 91 11 to, 4- -1-01-9-1- 1 - 4 _. 0 S ID 3 c7' to- 8' 4 to, 31 101 81 IP, i?, I?, a, 14' V 14' 0' o _14' 0' nJ _s t 14' O 14' 0' DFL 10 _- 8-410" _3' ' -i-07 8' I e7 _w _-Ta 47 _v Standard 4' 10' 6' '; 1* 7' 4' 91 91 10, 12, 21 I'll 61 14' 0' 14' 0' w 14' 0. sy- rTj Truss'..G-. 1- il __- AifiDD Qgona( brace aptscn, vertical tength ray be doubted rhea die gc, at )0( brace is used Correct diagonal brace for 525# 1 L T at each end Pot. reb Brace total (ength is 14 ) K)K better 11fagol Vertical length shown brace; ZrX in tai te above do bte cut or or 4 5' asshown) at upper Pro, k nidpoi,t F ve, ticatwe* ReF-r to chart above ----- ------ - _ ........... WARND"-- READ AND FOLLOV ALL NOTES IN THIS WAVING.4 W.I[IRTANT.. FURNISH THIS WAVDC In ALL CIVARACT(In INCLUDING THE INSTALLERS, T .. . .. q,- ..1- c ... s Fabricating, PerW,S, -p-q, -t.tsnq and bracing. W.;4 to arW Wo. -- o 1 test eoWtof SCSI G,&dkV Coho-t $aFety 1nF-tia,, oy TPI andSBCA) Far a .t Z, poctic P- to P F- iir; th-e I'st'oe's st4ki - se te,-q-o,y -rg P., DCS1 Z- 1V ... tM-, top ha dshatth,i- P-p-ty t-had st-t-i -Hog .- oot- ii ha- . P,.P.,(y tt- O rigid -airg L-t- raw f- ".-ni t.,-k -t-int f _bs stxitt h.. o`-g "'t""d "- SCSI"'t", "3, '1 - Apply W.t- to A LM N F t'..a , d pot_ .s shown above .,,U - tr9 t -t- Refee to oa--gs 16OA-Z For starood octe pasi,ouns, Pirp, . - of IT- -tA,Q C-0orents Group 1stoa riot be resporsSbPe for any d"ittitio rrc AN 0FW COMPANY trit. -y F.A-. to build the 1,-. it, -F-- .,th ANS(/TFI 1, or far handling, .=9, A seal tHf. W..4,4) Pg. 11. U G tt" W,*-tes "ceptame of prof-ioml 1,472 3 R-q.,a Do- erg&,- riwV respire solety Far the aesiWi sk The sA ty - of dmw v Sul, 200 far y st is the "spe- MRny of the 8"Adino 0-10 per ANSI/TPI I S-Z. Z. fV.,yR,. H"H 1,40 63043Far -` 7 see this job's hat- P.G. and te.. web .,t.., ALPIacp-- 1 W- --,_TPL wwwtpirsta,Q, SECA, -wsbcind, sjryarg, JCC, -csor-g I-,LU J k §iATE 6( 1QT/0NAk. C, Kzt = 1, 00 Bracing Group Species and Gradesc Croup A; r;. rd Do,Os Fr,- t_ arch Southern Prerrw W3 7 xT 7 E_. 1.4 Braces snalt be SR8 iSt, ess- Rated Board' W.-Fa, 1,,4 So Pine use any Irck" t", Indust-i 45 Stress -Rated 11co-is 'n' O"'J used Gai Ae Truss Eeta,Nctps: VId Load deftectlon crctei-, is L/240 R101oie 101ift ccnnectors For 100 piF Over continuous cec-g (5 asF TC Lead aoad> GQaie end supports foal F- 4' 0' ou' ucia-s with 2' V overhang, or 12' pty.00d 0-h-9. Attach 'I' braces with 10oi (CIPR',30* ndn - tq, K For (!> 'L' brace: space naits at 2' as, I a ' .-I zones and 4' cc between zones KXFor (2) 'L' traces: space navts at 1' cc la' end zones and 6' cc between zones h-c'nq rust be a -i-r cr 8VI eF web e,,be, (-, gth GabEe Verticai -- Pi c -1 t . e %:Ze5 Ve,to:.t Le less Ih,, 4' 0' Greater Char 4' 7I,, t 3X4 Les than 11, 61, Greater than11' 6 4X RePer to co^ on truss design For prates, I peak, splice, old heel ,ee ReFel totheBuildingDesignerforC0,06t. ons not addressed by trhs detail. TEIT, L-11 60 PSF MAX, SPACTNC 24, 0' REF 4SCE7-110-GPiB14030 DATE 13101114 D RiW G A14020FNC101014 05/10/ 2017 T 71 pr,or,,,te Alrne g6bie detalt Fol e sizes for Ve't,coa studs Engineered truss Jeslgliar peak, b, ard ree( plates. ertlCGt prates C-er,ap, use 0 Ite tFla* covers the totc,; area of tapped plates is sDu,, the iietr, ficrcirg'T' R1-4Y111,lq To Convert "Ic', *L' to — leini'acrc rovrcie oh,e-orsror:hf.specirie 0t the erg,heeheotruss ceszgl, V;y tfCth 'nolp"i or. At ta c r each 'T' rp!rSoh,-hq with D-iveY, Naii; Moxlr^ m at cwoLte 'T, ,:aoe v"roc"i Na:(s at 4' c,,,: pi,s s .4' From top to 0,17or crord 4, "'Ats in thF top and ro-1-01, Chords. ir,,crCrq hf,,sioer ratCr size, Cena,iect Noiks arlu gr,floe L,- the 'L' me k,,er. 4 48 Ifici Coh- oh, Toe,.aiis at 4' c,c p,s de,-, Lerng t r- c— r- E? a s e N1 'T a c ofr wis h --ttom T' ap--,opr!, te A.tptre gable detci For ASCE Mbr. si-,, j ircreabe wl wind oa. s% Plba,` H Ix44"'Ct DEto, i D,Q.,nqs AM1!,3,15! Ci4, Al2,015,351014, A11015051014, P, E 7 10 ',1 N a n : Zon -0 4`t, Kzt 00 G ak:eIss, a ks spa Iced r, t7 D,-,L 6aa.e vehcI 24,0 c SP #3 4' C,c i 411531FE-NC1010:4, A!2015CNC!OjO1,4, A,14Cj5FNCl0jOj4, A'G0ffFNrlu'! M4, t,',lJl5[NCl0lCl4, A- 20,015[14M,1014, A,2O0l5CND1010j4, A20,0155("CD101014, T* ;,race lncr,eusE, (Frcr Azoove> lll1 10 101, 4, AlMOINC1010114, A1403GENC101014, , A16030ENC101014 1, 2.4 'L' B,ace Le,,,gi530l--Nlc th = 8' 7' IM4, DI 6' 1014 A 18 0 W Nf G Ij 4L, P CO,iOF N C 1 G, 10 14, 'PPVO ND10101,4, AP1,01OPF Gcf,Vor, t,er,: t,, Sil 5F NC10OWS, S'20115ENCICUMIS, 1,30 x f, 7' P, 4ho t It Cit NW008 5, SK1,01ill" NC10081,, SPOG! H N 081, 5, S530ENC1081800F NC-815 S140GENC0 R I S 1 R 0 E N C 10 0 ,,, 15, Sri 00 '4 OF NC 10 0 P 15, S20,13OPQ i ------ --------- ----------- - See ciC:,,rop,.ate A,pete gOrte delaIL Lor, -,uxIh,,N Urlrr wwVARN[NC9+ READ .0 FOLIaV 11 NOTES IN THIS DRAWNGI wwINPORTANTre FURK Sin TKIS DRAWING TO ALL CONTRACIMS INCLUDING THE INSTALLERS. h-11gdpx S t ft g.,u o— i,g R.F., to on li— the t0t-t eWtoh Of 3CSY C81!10» ag -OmPar—t Safety lnforlat:cn, by TPa d SBCA> for arey P—tic, , P"., -,. 'rj, ——— ese --hInst.ile'. t P-e tP—ry bla—g rerKC Urd-. ,et d -,P ci,—d —e P—Pe'E, ata—s Ct—. 5—tf—D -0 b-to" -1.1 h,;l have a rnwey Qtt-he(i l4d ce,ing Lac ati—S show fo- penhan—t (ate—t restra,ht of -*s OIL shabrat Pen BCS1 Sect— B"I, P Or BIO, - Opt; —.to Appl, pl t- to -1 face the rated ...... Refer to otr'a.gs .60A-T *or starxaartt plate pas tons. 0 di i- or RV a,ki,.nq Cohpoh—ts C—P n, StQLI not be— nespsate 'or 0,Y a",avOr,Frc AN TVVCOMRAINY I r " L-to the i, th fiS!/TPI 1, ., TO, hi,ais. ,,g, it,. L'. 9 OF t--, r A —i tHi, -..ibhq or cover (.ge (istirtgthis --,ept— of p,.fa,,k—, 13723 Rivert D,— V—rir%g —p—aokity satety For the design sha— The Sotta"ty and ose of this drawing,M S. 200 any St,,-to,e is the resp—badtty of the Boaaffnq Des"— perANSI/TPI I S-2. Marytarni Heights. MC, 63043 e,e ce—tie, t—e t". OW5 --ai nc Gn6 th—e .,b t- p—t.coh, TPf ,-6—try,Oru, KCC —cc-P--, E 0 .w RM Lx, z,! ANY MAX, SPA C- TN Cl :D 4 0' REP- TN' V R 7 D A T F 10 C 1 4 D R l,/ G U I c B 1 F T I N IC' 14 05/ 10/2017 N, L-1 E II e t r, i (s Q) 10 COMM G147.37) 01p K',X/GLj1! 10126',<30') ViLS AT TOP ANT1 B017FNI 7,*F ?x g"BIN KM? ?"KH VMK 10 BUM W1 M Md CMIN MMIYAW; "A, rlP wSTIRENGEfAC4FBFCDG1.1V5 R.EC'T! M E N! AT GNS Iilii lod [!X/LLjN C - V 206 3WW"M "TS IN 2 REWS Ali - SUB 6' 0 C WWI A LMU OF WAMM AS OMM, AP SQLMAMQV UNG QMKRS F1 I F T;?.J`,S SPACIN ,jPA [_[,ST SIT104GBACK BRYGING SPLICE DUAL- t prorerrp.6' attachmert mptnods cri'd c_ a--e k icAUKH SMIUM Tn MMSNY; NATS ER Cyr`- R- 7STR4,INFE AJ, w t3,, F-ND, w- The pwimcne of sironyary orogng n w-, he' d r 1caD Sr' r Y,)c? tvi,ef-, K.:o vij-4-1 .'r deL" S, is WL (max) M. Thr Vrmq 'crwnnq' ano Mrunq' urp "winz-w, MISM11MY LASM ar), im2criart swucturol reqwrp-pnT cO anj funv, or -CnF syq7pr RpOpr M Me _Cuqn Qqqn Kawnri UED for to- hracirg recow-emerTs for- eacn2v Dual tr-,_).ss v1rtAuQrLV Mrsnpouck reccrrienDation For a truss system to he4-) controt w0r3tior-. o' Pont loavl bptw" w 1ojwpn-_ b"i"Aigng sprvps to -Pduc(-- or -es&Qat Mraton rpswtvig s rom The cprfcrYoncp oF ath War systems wc- enharced by the Ines taUction cF strungloack I rcf6g,j"i"" j ther'C'-'or-e y t p I o tc, sayety Ai-FQZIA 461, 1A inAC TOAT ! , - 0 V E S M WIN, ho is IN Ms Mw= 1011 PSF RF F ST MAGRACK ILL PSF DATE M/ n/p, hale - op-zy a BC Di S F D R C ] O A L_PMw-- M%Mq u_ j,T WW_" mt5; Z[ AN M_ 1 _ yw. tf v I L_ QSF iTW,__ 0Mi`A"qYng, n.co Pn,i, tH. dd. 4,Q, odic 11723 S.d. A rz, I d ity 11 Z ity 1 the =9 _-_ T'"= I, ibititty, 1., I'JUIR" F-I'd 11— lit — h4ii(VI-d Hoglitii, MO 031043 cc Q-1- S PA C 1 N C 05100017 C CD r, rn e r) L a r Y Cumber may be built into truqspn to componqate For the vertical deflection that reSLAW from the application of toads, Providing camber han the Following advantages; 41 HAps to ensure tpv& ceilings and f0orn after dead toads are applied_ 49 Fackitatps drainage 'o avoi£ pon6ing or Pkt or - tow s€ope roofs, Ljlef,ection, ar)6 car.),licer Spun of lrubq Cinches) D = Depth of I ruqn at EIPFA, tion Paint Wc hew Lr-, us s _Lya i-c",I £:lad T (; tat Cad Pitched Rc)(-)F Tr,,;ses PA i /P,10 (Vertica") I /1W-) (v(,r-ti(-O() 40 Compensates for difFerent deflection Ftoor of P 11 L/360 (vertical) I /P40 (Verticat) Lharactpristics bpLwppn adjacent truqqpn. trusses 41 Improves appearance of garage door headers and other tong spans that can appear to 'sag' 0 Avoids 'dos' it roof Kndgetines at the transition From the gable to adjacent War spur trusses, In accordance with ANSI/ TPI 1 the Designer, through the Construction Documents, shaft provide the tocation, direction and magnitude of W londs atty-HOL4talote to pondir)g that may occur due to the design of the roof drainage system. The Building Degignen shall also specify any dead load, The toad, and in-service creep deftection criteria for Flat or tow -Cope roofs subject to ponding The amount of camber 1 dependent an the truss type, sp an, loading, apptication, etcetera-,. More rest roLive [hits For WtowadAp WFloc- tion and slenderness ratio (L/D) may he required to help control vibration. ThE I -, Following taoEes are provided as for thiting dpPipc-tior, and estimating camber, Conditions or codes may exist that require exce eddy these recommendations, or past experience may warrant using more stringent hmitations. Ftat or Shallow Pitched 24 W60 (verticat) (1114 0 Over tV at) Roof Trusses Rpsider- thi Hoor 1russes P4 M60 Qprticut) 1 /PIO (WWWa,") Com, mprciat Fk-,or Trusses ;?0 L/480 (Verti(,al) 1, IP40 (ver tic a() Sci,> sors Trusf e,, P 4 G.PY (horizontal) I P,), (h o - i / o n t a t d Trusses Sloping, Parazlet Chord Trusses Ftoor Trusses Hat Roof 1rasses Note. The act the de;, 100 x Deftc>c tior, From Act(,4,w Mead toad 15 x Vertkc at Def-tec Lion from Actual Dead Load M25 x Beftection From Live Load) Actual Dead toad 125 x DefEec_tior; From Live Load) X 1) E -sigr-) Dea(j [ oad tior) may be considerakAy toss than VAR" IWA. ROAD AND FULOW Att NUTES ON THIS DWAVINGI IPFF TAFLFC/CAMB 904IRTANT-0C'URNISH THIS WAWfW, TO ALL 01]KYRACTWS INCLUDING TEC INSTALLERS. Tr—, rexa t- na, ` 11VPP1'Q, _I Uin k f- t. nd IN 11 ' KA) r— IaFely r-4 th- rto_ J_t_ S_" _the _P_r F-;-{y Qtt- d --t—i a DP ly. K- tt -Q$ -t t.t-L 1-t—t f I D E, F I C A M 8 10 14 E L—ti—IIF- p., d KS1 97 — BIS- pm-e A tos to f- ATI R, ot- Z, 4, AiLN, 1 0 1 po, 4" f any 0-ytm_ from Q W COMPANYt.4 Ow t.R.ton 9 .......... A —1 on this 1-.*V page the p.tVVt, t ptf P-- Fk— Q y f. assign4-- Th.Wt X- - F this d-kV Wt. 2W K 0. _a_" y the BLAWQ Oersgrter per ANSI/TPI 1 S_2. 1. :Lt. huqhm H"My MO 6.3,43 and th- —n 050101017 rz Li N LLB C 0 Q + 1` Li 1-0H— i- '8 I 0 C) ' tJI t I.— Q N V }'t i Li LLJ z c Li j 0 O Q; Li i Q) CL l u LIJ icf7 Q) D co LLJ t ° cn Q Q 24` f 3- 11 `6" 9'6"— -{ 2N D FLOOR TRUSS LAYOUT 1ST FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16- HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHFRS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIVIPSO!` HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTSHANGER TAKEOFF 9'-4" HEIGHT 9) THA422 9) HHUS46 LLGG/ - 19'-8" HEIGHT { 0'-0" HEIGHT 0`-0' HEIGHT { NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EOLAPMENT AND/OR PLUMBING SAND THEIR CONNECn IN TRUSS SPACE MUST BE DIAGRAMM SY BUILDER ON TRUSS LAYOUT PRIOR TO FABRICATION. RESPONSWJTTES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1"5 `DESIGN RESPONS OUTIEr. ACCORDINGLY, IT OISCLM MS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CMSMLCT04 DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THEE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACnAZER, OR TRUSS MANUFACTURER. PERSONS ERECTING kt*5. TRUSSES ARE CAUTIONED TO SEES( PROFESSIONAL ADVICE REGAROING ERECTION SPACING WHICH IS ALWAYS REOUIRED TO PREVENT TOPPLMLG AND DOMINONG WRING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPUCATTONS. SEE 'GLIDE TO GOOD PRACTICE FOR HANDLING. INSTALLING, RESTRAINING k BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENJATt'JNS' BCS1 2006) FOR FURTHER iNFCRMAT:ION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMS POSLTION. WHERE NO 94EATMNO IS APPLIED DIRECTLY TO TOP ANO/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE OR PERSONAL II.IURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT, ROOF FLOOR TRUSSES TRUSSES ACCU—SPAN TRUSS CO. 407-321-1440(386-872-5098/352-557-4901 LONGiSOOD ! ORMOND BEACH ! MASCOTTE DAVID WEEKLEY HOMES NAME 7498 — B LOT/,&X/Wmv LOT 36 REAGAN POINTE SCALE JDATE DRAWN BY JOB NUMBER s-1O-17 CRH 16176 1P Product Approval Specifi Form 17 - 14 96 Permit # SANFORDA", Project Location Address 4617 Tampico Way Sanford, FL L37/ 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 qqekT!al 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 Sectional Amarr Dwg. IRC-6016-120-15, 10'Thru FL# 5302-10 16'wide. Roll Up Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window FL# 14918.2 w/Nailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Pr 4ected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Florida Approval # Description including decimal) 3. Panel Walls Siding James Hardie Building HardiePlank, Cemplank fiber- FL# 13192.2 R3 Products, Inc. cement lap siding Soffits James Hardie Building HardieSoffit Panels, Cemsoffit FL# 13265.1 R-2 Products, Inc. Panels; fiber -cement soffit panels 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, FL# 10124-R15 laminated, 5-tab and hip/ridge asphalt shingles Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofin Fasfieners Nonstructural Metal Roofin Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate June 2014 Cements/ Adhesives Coating Liquid Applied Roofing_S stems Roof Tile adhesive Spray Applied Polyurethane Roofig_g__ E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. IVIIVII-213 Off Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll up 6. Skylights Skylights 7. Structural Components Wood Connectors Anchors 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 Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 I t 2115/2017 Florida BuildiN Code Online T. fiCis lio.'e Log In jwr Ro;i,st:d,on Hot 7Qp,,5 Submit Stair Pacts FBC staff Rcis SAQ Kip Search b tiProduec Approval USER P1,0C V,e' " I Application Detail FL 4 FLIS213-R2 A 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@rwbidgconsultants.com Authorized Signature Vivian Wright rickw(q)rwbldgconsultants,com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext IS scott)ohnson@q)plastprcnnc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronocorinellOplastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31,12018 Validated By Ryan 3, King, P,E. I Validation Checklist - Flardcopy Received Certificate of Independence E 2-2 —(_0 I C `- --pT ' I C c U UI Referenced Standard and Year (of Standard) 51anAmd YAU 101/1,S,2 1997 101/1.5.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM Et996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https,llwww.floridabOlding.orgtpr/pr_appjtl.aspx?pararnzwGEVXQwtDqv3yVVKJZ1QRC3FgPGdq9ziTp`/`2bKNJ2OqENbwWgYlOnaBQ`/Q3d/p30 1/5 I r 2J15/2017 Florida Budding Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method t 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 (01 40 Page 1 2 FL # Model, Number or Name Description 15213.1 a, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No ELL52ij_R2 I In r LLLI) t 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 FL 5"IL? AE_Fvaf 1S 13 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes 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) Limits of Use Installation Instructions Approved for use in HVHZ; No ELLKil-Rl Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.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 Flues"_ AE val '-2 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152113 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 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 152133 for Design Pressure Ratings, any S,11 113R A-vil —IJLL,2Lf 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 XQ Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ELI5213Ril n 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 [NST 15213.4 for Design Pressure Ratings, any 2j _df IajR1A 154_p 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 LL l 13 R https:,'/Www. noridabuiIding,"g/pr/pr2pp_dti,aspx?param=wGEVXQwtDqv3yVVKJZIQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgY10naBQ°/o3d°%3d 2/5 2115/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: See INST 15213,5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Verified By: Lyndon F_ Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EUIL 33 R_2 .1-1 E LoL. _1 21 3 of Created by Independent Third Party: Yes 152L3.6 f. Scriouth/Wood Grain/White Wood 6*8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series (nswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No L1s213 P2 r I)sl 1571,35 drp— 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 E.1151_113 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1521.17 9, 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure* N/A Other: See INST 15213.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1521.3.8 h. Smoot')/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 152t3,8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213,9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1521110 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213, 10 for Design Pressure Ratings, any additional use limitations, installation ristriictions and product particulars. Installation Instructions 7 La Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Z. zf Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outsww9 (OXXO - Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non impact" Glazed Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration} installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E"5_1 Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidehte utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Configurations) Installation Instructions ELL 13 R? ITI Ltcr152L3 V) i2df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 0_15213 R2 AE JF Created by Independent Third Party: Yes 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 R2 111-t 5213 111 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: See INST 15213.11 for Design Pressure Ratings, any 5 3 R A :111 5 11 I cl 111 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, hUps:lwww.flori(iabuilding.orgtprlpr_,,app_ptl,aspx9param=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9z(Tp'lG2bKNJ2OqENbwWgYlOnaBQ%3d%3d 3/5 2(15/2017 Florida Buildir g 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 F!:_ ?i3 R2 (I Insr t5?23I_'ctf 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 Ell i 1 P, 2 _L_ f yaI fS 3i__t1 o additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.13 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 I[ns 15213 L_3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any 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 CL15jj R n * 4.n 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: See INST 15213,14 for Design Pressure Ratings, any F-,(.,; 213 R2 AE Eval additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars . 1521,3.L5 o. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Lite' Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ff 5_ R2 II [rest 15?, f 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 P,2 AE Eval L5213.15_ 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 ELjjZj R7 Inst 15213.15.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. L6 for Design Pressure Ratings, any FL 3R2 AE Elal 15213 .)-S` additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "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 R2 I Insr i521 . i Fff 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 1521117 for Design Pressure Ratings, any i " "213. ? p!Lt additional use limitations, installation instructions and product Created by Independent Third Party: Yes - particulars. 15213.IS r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door, with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions https:,'/www.floridabuilding.orgfprfpr_app dti.aspx?param=wGEVXQwtQgv3yWKJZ1QRC3FgPGdggziTp%2bKNJ2OgENbwWgYtOnaBQ%3d°/aid 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ. No 2_h_jjj_ _R 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: INST 1521118 for Design Pressure Ratings, any I-1 IL3 -E-2. —AE'l'l —I4213A1 -2— 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 Gran/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ; No EL122il-Rijlll -1-1 12L-LKILI-t 2-DAI 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 FL15 113_Rj_ALc_PiAl 1, 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213.20 t. Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Single Door with Sidette 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 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 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, Go to Page 0 Page I k ie n R, Ta I J-,nq -4 The State of Florida fs an AAjEED erhpll,11. C OVyo h I S - e pt ;I , j ACCLSSibill ty Statement aaLWA-2 L_ Under Florida lay. email addresses are public records, V yoo do not want your e-mail address released m response to a public -records request. (10 hot send ee0-U,,C mail to this entity. Instead, contact the office by phone or by traditional mad, if you have any questions, please contact 850,487, 1.395, 'Oursvant to SecUon 455. 275( 1}, Florida Statutes, efhtc1,0. octorfer L 2012, licahfeps licensed under Chapter 455, F,$, h,,qt provide the Department with an email address if they have one, The ema N- p,ovfded may De used for official communication Keith the hCelwr, However email addresses are publicrecord_ if you (10 hot wash to supply a personal address, please provide the Department -th an email address which can be made avadable to too tvibl(cl To determine it y x, are a licensee under Chapter lSh, F.S,, please click taLL. Product Approva I Accepts; 90 LF-1-51 E3 M Safe https:,,' Iwww.nWdabuilding,org/pr/pr_,app__dtl aspx?param=wGEVXQwtDqv3yVVKJZlQRC3FgPGdqgzlTp%2bKNJ2OqENbwWgYlOnaBQ%3d/o3d 515 ast p ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON-IMPACr' GENERAL NOTES This product has been evaluated and is in compliance with the 5th Edition 2C 14) Florida Building Code (FE;C) structural requirerrents excluding the "High Velocity Hurricane Zone' (HVH7). 2, ProdCt anchors sholl be as listed and spaced as shown on detafts. Anctof ernbedment to base material sholl be beyond wolf dressing Or stucco. 3. When used in orears requiring wind borne Oetxb protection this product is required to be protected with an impact resistant covering that complies umlh Section 1609.1,2 of the FBC, 4, For 2x stud frorvVirg construction, anchoring of these units shall be the some as that shown for Z(buck masonry construction. S. Site conditions that deicte from the details of this drawing require further engirneering onotysis by a licensed erporwer or registered architect, TABLE OF CONTENTS Typical elevof", deskjr, pressures. &general notes 2 Door panel detch I — Iom—onial -crosssections- 4 Vertical cross sections SOW construction Fforne ancho" - I X buck masot" coftlruc5on ---- — -- e— riais —&c- enwne—nts 37. 5T MAX. OVERALL FRAME WIDIH fit SIVYING MAX. FRAME DIMENSION DESIGN PRESSURE M POSITIVE NEGATIVE INSWING 37.50 x ".5W 75.0 75.0 OUMNG 37,50'x 96-W 75.0 75.0 u N, r 5 e U-S r, , - - FL - 152; 3.3 INTERIOR C3: a is — 9t E• F ft[ i fit!1 E f3 Z EEE > os 111, I ;, . - .. _d < ,.. ____ _r L ..Fi.l - F . yea tg o 0 41 EXTERIOR +-\ e ro a i m t HORIZONTAL CROSS SECTION] 42),ar:3 ocroR 1.5r U Q PANEL WIDUI f cv ( = C46 o: w ; ef 14z TOP RAtt 'J LATCH 8 HINGE STILE CAP i t PVC can= ,.` "avc Co , 7 - ` INTERIOR EXTERIOR J 6 2 i CATCH SIRE c a t € vi 45 14 i t.J f iv f 3 a' z a t 2 ', VERTICAL CROSS SECTION S r S G 6000M RAILt5 PVC Cwnp 47 HINGE STILE .. 2 Dwu By Y LVL QB) DO PANEL a+c ao ry 4 a T. 3; j i III s f21 p n i J O CY OJ fflill" t INTERIOR 1 f f lr f 3 V c3EXTERIOR27 i7% r a .. HORIZONTAL CROSS SECTION_ z t 3 Shown w! S X s sk bvck a Ems pyp) MB. 3 4 g1 ' Gas DAY r}1 f. a a1C'SINK ITYP.j C'SNK jjj- E TYP.) u n 21 T a Ira INTERIOR INTERIOR 4 i: iw tz x { I i 7 a REXTERIOR 4' EXTERIOR G5/or/ 2 c srxe S t 2 V t C t arc '. JK -_ m i t, HORIZONTAL CROSS SECTION 3—t 2HORIZONTAL CROSS SECTION_ Ira Irv: f f 5 3 a t show t - 0-9 3 Outswng skwwrt irnwu g t:E) FL - t 52 ! 3, 3l W E al L Z, C7) 2 EXTERIOR INTERIOR VERTICAL CROSS SECTION 4 EXTERIOR INTERIOR 3-"_VIFRTICAL CROSS SECTION, Al Out-9configkoation EXTERIOR --ff"'" INTERIOR VERTICAL CROSS SECTION Shown ox sub -boot EXTERIOR INTERIOR VERTICAL CROSS SECTION 7r7F Z, rozfill10o" 0. 0 .0.4zoz 'a CW I' L11 JK Fi - 15213.37 4 4- ....... 4K I YR. HEAD TYP. HEAD & No. % N 0z JAMBS I MASONRY JAMBS L 5 EMNG 0 O PFNINGMASONRY cz 3.: FRAME 0 2X U'-K Iuy A BUCK HINGE DETAIL < TYR. 4 SILL I BUCK ANCHORING HINGE JAMS FRAM ANCHORING STRIKE JAMS 2X btfick co'lsfax'rion 1. Cortcrt,,fe onctycrldcotions of the comers mom be ackistad to maintain the nwl' 'Clge distance tomort'v points. 2. Ccr tete mCNX CS"AAAX ON Cf7NTW rnAf be oc*6te'd to moa fjiri the (nn, edge distance to mcwtorpints, ack0o" concrete ancr nw be tecpired to eawre the "MAX. ON CENTER dimension are not exceeded, 3. caacrefe onctxx tco4e: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR LATCH L DEA09OLIT DETAILl1w 4" N. f S. jv rb TAPCON 114 talc" r ELCO ULTRACON' 1/4" I-1/c Appo SCREW 0,6TAL L ANONNOTES;; v Mor,fain Q'r distance, 1'end distance, 4 V* ac. spoctng of ft - 152 t3, -37 wOod 5cl&W5 to prevent fire spofv of .00d, z ID TYP. HEAD its z d o 0 MASONRY JAMBS 6 0 x z ti OPENING 0 0 6 0 aAtLYLN9EPq FRAME z c6 n" W A z IX BUCK t QK LATCH DEA SOLT DETAIL TYP. SIL 4 > A.C,j 1pf FRAME ANCHORING STRIKE JAMS mosovy I X burk c(xutrucfion zikYfa p4", 2. 4-- V bC racw#ed to — th. '.AX, ON CENTER" treble: I A41 11MA 1111 t- WAU1111 EMBEDMENT EDGE 0H 7Allw I 1/4- r ou , 1/4" OVoll 12 Rco 114- 1-11C NA' 5 VEIRACON TAFCON' 1116' 14/4, S, gy LFS X 4 1-5atothe "potog o! wood. PfPr` SIZE ANCNCIR ITEM DESCRIPTION MATERIAL A tX BUCK SG >= 0.55 Wflab B 2X BUCK SG >= 4.55 C I ld" MAX, Shi1N SPACE D i 4" X 2-31a" PFHELCO aR ITW CONCRETE SCREW STEEL E MASONRY 20pp PS! MIN. CONCRETE CONFORMING TO ACI CONCRETE 3T,ti OR Hauow BLOCK CONFORMING To ASTM c:r F 114" X 2 31a'" PFH fT4Y CONCRETE SCREW STEEL C>PFN ETW CONCRETE SCREW STEEL H Ira X-Ira PFr mvcaNcerzEscaEw srE f I/4'_X 2 I ra' PFH 4TW caNCRETE SCREW STEEL J li4" X 3 3(4` PFH ETw CONCRETE SCREW STEEL -- L IU X 2 ill" PFH WGaD SCREW STEEL M lt4 X 2-ila" PFH WOOD SCREWSTEEL 7 WEATHER STRiPPfNG BY ENDURA (C E9D65 J} 4 a" X S' BUTT HINGE-- i0 4 X PfH WOOD SCRES't-STEEL 1 1 f4 X3la_ PFH w0_aD SCREYI STEEL i 7 KW{KS_ET KEYED EPlTRY - SfGNATURE SERIES STEEL IS KWIKSEF DEADBOIi-SfGNATURE SERlF.S (9$0 _ STEEL 21 HEAD R SlDE lAt B POLY FIBER 27 iATCH STRfKE PLATESTEEL 28 DEADBOLT PLATE STEEL DOOR BOTTOM SWEEP BY ENDURAVINYL 31 C7UTSWfNG BUMP THRESHOLD RE UM. ! WaaD 33 kNSWfNG AD fUSTABLE THRESHOLD BY ENDURA_ __ ^ ALUM. ! waoD 4p DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRtJCFtaN DETAILS 4 f DOOR SKIN NrIN. 0.075' THICK FIBERGLASS a2 roP afL CELLULAR PVC as LATCH & HINGE STILE CAP CELLULAR PVC 64 LATCH STILE LVL a5 BOTTOM RAIL CELLULAR PVC a6 POLYURETHANE FOAM BY NAN POLYURETHANE a7 HINGE STILE LVL A;n to o - o-y _ i I— 2.64" --I:.. $ in Tar 7 r r man HEAD a SIDE 6 Poly 0-b 17 a Ja i q V'1 JZ Lsi 4 v, 3 a! 1 ADJUSTABLE INSWWG TffRESHCW J a fqf MIt z( f ! C E F OUtSW(NG MP FFt SRE NQ{04J/ 1. jjf[ t rv ` Zf C w:t O`JjC}t/72 _ 2 JK m" c+s«. sr: CFS s ft-F5273. 7 v BILL Of MATERIALS Z11WC17 3C!" 13"IQ -q dblQu, Product Approval USER iln( FL I Application Type Code Version Application Status Comments Archived Product NlanJart,,rer Add re s--jj P rone/Ema i I Authorized Signature; Fonda Bi,lldli'g CO(le 011111'e Applic4twn DeUiifl FL15213-R2 Revision 2014 Approved Plastpro Inc. / Nxiva Plastics Corp 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 440) 969-9773 Ext 15 rickwcDrvjbldgcotis(iltants.(7.om Vivian Wright Technical Reofesentat;v-,a Scott Johnson 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 13 Quality Ass trance Representatrie Ron O'Connell 5200 W Century Blvd, Los Angeles, CA 90043 1 ,440) 969-9773 Ext 15 ronoconnell,plaslpro.com 3c i, 3„:S 3 te Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Recior, from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hacdcopy Received FloridaF 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 Dale 12l31"2013 Validated BY Ryan ). King, P.E. v.jl,d,3,jon Checklist -iardcopy ReCe3ved Cer*if;care ) [tide perde nc e -1 2_ Re'arenced Standard and Year io( Stardar,,) qt&n-gaEA Y§A-r to 11 1.5, 2 L997 10 1,':, 5, 2/ \1 A F 5 2002 AA M A/W DMA, C SA I J , S, 2,'A4, 1, 0 2005 A,STN,I EIM6 2002 ASTM E1996 2002 ASTNI E330 2002 7AS 201, 202, 203 t994 https lwww 1on clabui Icli rq,orgior 1pr _app_11 aspx?parit-i =,wGEv XQw Vqv 3yV1/KJZ ,OR C 3FgPGdq9zfTp`,2bKN J 210qEN bwW gY10,zBO4-1d'1-1d t;5 2! 11 21> 17 Fkx,da3k,al(ft1,(j Orlire c q,, + i a I !,a nc of Product S - a n d a r Ids Certified By Sections from the Code Product Approval Method N,ntnod I Option D Date Submitted 0 4,12 5/2 0 15 Date Validated ()4/29/2015 Date Pending FBC Apor3vai 051'07/2015 Date Approved 06/23/2015 Summary of Products Page t 2GotoPage Fl. tf Model, Number or Name Description 152.3.1 a. Smooth/Wood Gram/White Wood 6'8 'Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series InswingiOutswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ; No E-, 23 P2 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: NA Evaluation Reports Other: See INST 15213.1 '0; DeS191 Pressure Ratings, any additional use limitations, installation ir1,str,,C!ionS and product Created by [ndieperideni: Third Party: Yes particulai-5. 13213.2 b. Smooth/Hood Grain/V/1-ite W,od 6'3 'Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing Inswrng/Outswing (OX or XO Fiberglass Door Configurations} Limits of Use Installation Instructions Approved for use in HVHZ: No orELl. ii)— —P I I 11 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43109 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Des;gn Pressure RaUrgs, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1520.3 c. SmoothiWood Grainj'Nlute 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 Approved for use outside HVHZ: Yas Verified By- Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/-\ Evaluation Reports Other: See INST 15213,3 for Design Pressure Ratings, any L.5 3 R 2_4 Z jai 152 additional use lirriitat;ons, installation instructions and product Created by independent Third Party: Yes particulars. 152111 d. Smoom,'Ylood Grain/Whig, Mood 6'3 "Impact" Opaque Fiberglass Single Door with SIdelite Gran/Rustic; Mahogany Series utilizing "Lip Lite" Glazing - Insw ngjOut5,-4m9 (0X or XO Fiberglas Door Limits of Use Installation Instructions Approved for use in HVHZ: No E —, 1 14 Approved for use outside HVHZ. Yes Verified By Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by [rdependent Third Party: Yes Design Pressure: N,'A Evaluation Reports Other: See INST 15213.4 for Design Pressure Wirgs, any P I A-1A, additional use limitations, installation instructions and product Created by Independent Third Party: Yes iar-culars. 15213,5 e. 5,"n3othiWoocl Gral=n/Whtte wood 6 3 'Irripac.- Opaque Fiberglass Single Door vWi Sidelites Gr3;n/ Rus1,ic;'Nl3ho9aay Series utilizing "Lip Lite" Glazing - Insmng/Outiwing Fiberglass Door Cwfigui-3Uon' Limits of Use Installation Instructions Approved for use in HVHZ; No hitps, 1, NNw 1wxz(t-3bu0dlrg.,)rg/pr,pr - ,i15 pp_dtf. asox)par,,it-n=,,vGE,/XQwtDqv3yV,/KJZ!QRC3FgPGdq9zlTpOlo2bKNj2QqENbwki IgYlCnaBQII,3c,,"9,3kI Z 2:1,5j2917 Flor da 13(illolirg Crx"o Approved for use outside HVHZ: Yis Impact Resistant: Ye,,, Design Pressure: N,'A Other- See INST 152115) for Design Pressure Ra'ir(js, any additional use fimitat:cns, installation and product I i2l,3,6 f, 5,rooi:fi/IqVood Grai:;Y,`)lofw Wood Gr,:iir,/Rusho:/yljl1oCj3,nY Sol,e5 Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other- See INST 1.5213.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product 132117 g, Smooth/Wood Gran/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, N/A Other: See INST 15213,7 for Design Pressure Ratings, any additional use limitatons, installation instructions and product particulars, 15213,8 h. Smooth/Wood Grain/Nho! Wood Grain/Rustic/',lah,oqany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Ye,,, Impact Resistant: Yes Design Pressure: N/A Other: See INST' 15213,3 for Design P-esiure Ratings, any additional use limitations, lrslsillatsori instr c ohs and product particular. Grain/Rustic/Mahogany Series F Idprglass Door Limits of Use Approved For use in HVHZ; NO Approved for use outside HVHZ: YesImpactResistant:No Design Pressure: N/A Other: See INST 15213.9 for Design PressureRatings, any additional use limitations, installaCion instructions and product particular,- V, nfied Bj Lvidor, F. Schz-idt, P.E. 43409 Creai:_d by T`iird Party Yli Evaluation Reports 2 a 7 Crrated by Irdependen* Third Pirly: Y,-,-i 6 3 Opaque F'Dorqla3s Double Door - xX - Conf,guralior) Installation Instructions FBI -5 j Verified By: Lyndon, F. Schiridt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third P3r,/* Yes 6*3 "Impact' Opaque Fiberglass Double Door with SideKes utilizing `Snap Frame" Glazing - tnswing/Outswing (0XX0 Configuration) Installation Instructions E_IL2' P, 1: _IlsI5213 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ai—,11 7-ilr Created by Independent Third Party: Yes 6'3 "Impact" Opaque Fiberglass Double Door with Sidel,Ues utilizing "Up Lite" Glazing - Inswing/Outiwing (OXX0 - Configuration) Installation Instructions Verified By: Lyndon F. Schrmd', P.E. 43409 Created by Independent 7!mrJ Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'3 'Mon -Impact" Glazed Fibielglass Single Door utilizing Soap Frame" Glazing - [niswing/outs,4crog k1x - Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 152', 3, 1) Snlootni',iiaod Grain/White Wood 6 8 "Non-limpact" Glazed Fiberglass Single Door with Sidelile Gr3in/Rustic/imanogany Series utilizing "Soap Frame" Glazing Inswing/Outswing (OX or XO fiberglass Door Conftgurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 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 15413.ID for Design Pressure Ratings, a;ly I i . :, , A --- E. , 1 i , ; rri= additional us,' li,tat ons, instructions and product Cgated by Independent 7,lirl Party: Y,5 particulars. 15 213. L'- Grazo/'i"ite W)od Grain( Rus"Lic,'Manogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: NiA Other- See INST L5213. L.' for Design Pressure Rdl;rigi, any additional use limitations, installat:or ic'lors and product articulari. 6, 3 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing '. Snap Frame Glazing - 7riswing/Out,,wing (OXO - Conflqurat: on) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Ci vatad by Independent T'no-d Party: Yes Evaluation Reports Ci- aatad by [rdeperidert `gird ?arty: Yes https 15 21iar'OlI Fionda Bwldwq Code Enure t5213_t2 '. W),)(, 53 "Ivor-[rnpar, Gla::!d F= bergla,s Double 0-,or 4Uh-,:ng Gr3!nlRusaa-, kiat ogany S,—ie, N Snap Fri n " Glazing - inset iq/0ut3iw+ng (XX - Fi7ergla:i> DO')( Corfigurat ni Limits of Use Installation Instructions Approved for use in HVHZ: No E 3' P" r; r ;"-' 131 t' ;t,r Approved for use outside HVHZ: Yes V ,t*ii d By Lyndon F. Sc ride, P.€. 434U`9 Impact Resistant: No Created by lodependent Third Party: Y,S Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressu . Ratings, arty j ?„- additiora! use limitations, nst-"( tlons and product Creat• d by Independent T'iird Party: Yes particulars. 15213 13 m. Smooth/Waal Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/'~lahogany Series N Sidehtt S utilizing "Snap Frame" Glazing - Inswing/Gutswmq Fiberglass Door OXXO Conf!guration) Limits of Use Installation Instructions Approved for use in HVHZ: No F'p `z':3 P' 1: Ins-,15213. t3. df Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.F. 43409 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,13 for Design Pressure Ratings, any r i7'_ gyp' _i= 5 ral 13 additional use, limitations, installation instructions and product Creatad by Independent Third Party: Yes particulars, 15213.14 n. Smooth/`Hood Grain/White Wood 68 'Non-impac, Glazed Fiberglass Single Door uuliz:ng "Lip Grain/Rustic/'-Iahogany Series N Lite" Glazing - Inswing/outswrng (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F ' R'._I Approved for use outside HVHZ: Yes V-rified 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 1i2',3 R' u_ F/al-52m3.14 d` additional use limitations, installation !instructions and product Created by Independent Third Party: Yes particulars. 15213.15 0. Smooth/Wood Grawti;Vh,te Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidalite Gr3in/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Ou(swing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No r '-- , RR' > - ',' -- -f 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 1521115 for Design Pressure Ratings, any 1.52.3 a2 a= E131 15?132w--r_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 p. Smooth/'Hood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelit•es GralnJRustic"Mahogartj Series N utilizing "Lip Lite" Glazing - Inswing/Cutswirg (QXQ Fiberglass Door Configuration] Limits of Use Installation Instructions Approved for use in HVHZ: No R} r= ,-al—1'3_t.o<:; Approved for use outside HVHZ: Yes V Tined By Lyndon F. Schmidt, P.E. 434Q9 Impact Resistant: No Creatad by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: Sae INST 15213, V5 for Design Pressure Ratings, any additional use limitations, installation ;nstructiorrs and product Created by Independent Third Party: Yes particulars. 13213.17 q. Srnootn/`Hood GrainiWhile Wood 6'8 "Non -Impact" Glazed *iberglass Double Door utilizing "Lip Grain Rustic,'"lahogany aeries N te'" Glazing Inswing Outswing (XX - Con"gur3tson) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lvndon 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 additional use linitatons, installat:o ,nstructior.s and product Creat d by Independent Third Party: Yes particulars. 15213.13 smoothi,Nood Grain/Yjhtt Wood 6'9 "Nor Impac Glazed Fiberglass Double Door wdh Gr3 r,'Rusric, Mahogany Series :N 5ideli'ei at,Uzing Up Ute" Glazirg -Inswing, Juts.v ng (QXXG Fiberglass Door Configuration) Limits of Use Installation Instructions https'Ywww Flgncfaknuiding 7rg'txlpr_aka_dtL,asiuc?;ar=wGEVXQwIC}gv3yuVKJZ'QRC3FgPGdg9z!Tp4, 2bKiNJ2DgEritwYltgYICnaBO1,3d°,30 4i5 2'1 St2C 17 rIoc da iudjfcrq ccr"ie 011ire Approved for use in HVHZ: N.) Approved for use outside HVHZ: Y '3 V 1,7 ?d By L,/ndcr F. Sc'lrrldt:, P-E 134,i9 Impact Resistant: 1110 Created by tvdepend.nit Third Party Yes Design Pressure: N,'A Evaluation Reports Other: [1.ST 15213 i3 f,irige PT ssjr ary 11 _-11-l11 and product C;-eatad oy lodm_pend,2nt Third Px"'y 52 .3, ,9 3. 5,-n0(),,hjW,,)od Gi-3 n/lhh+te Wood j9act` Opaque Fiberglass S ngle Door Gi,jzn/Rljsttc/Maho(jaliy 5enes* NJ lns,,w)g/Out5vi ng (X - Corfigurat 00) Fbergla3s Door Limits of Use Installation Instructions Approved for use in HVHZ: No El-ld.L -321 -, -.1121 i Approved for use outside HVHZ: Yes Verified By, Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Ya,.i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 1111ST J,52 L3. L9 for Design Pri3jre Ratings, any r 37-(i7 ' UALL additional " a hr-,itj(;ons, irstallaUuw and product eaCed by Independent Third Party: Ya5 particulars. 13213, 20 1, Smooth/Flood GrainjIM),te Wdod 6'a 'Unpact" Opaque Fiberglass Single Door with Sidelite Graw,/ Rvs1tc/'-lahogany Series N utilizing "Snap Frame" Glazing - InswinglOutswing (OX Or X0 Fiberglass Door Configurations} Limits of Use Installation Instructions Approved for use in HVHZ: (Na Fes' I 'P ' * 1— Approved for use outside HVHZ: Y,?s Verified By Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Y,?s Design Pressure; N/a Evaluation Reports Other* INST L5213,20 for Design Pressure RaUngs, any E_-ZIL3 P I - t21 22 -11' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Page 1 f 2 GotoPageAunxz—, AA, E—' 01se do IW Sell,; jrelisel I-! P110I you do no, 'dtit tol" address 1,z ild;,l P 11111 `o : n,i [rstead`WIJzr`e otfi,-ay pJ'q"',,ar d, m4.1, :f /Q, ha"! j", Ques"o"s, dl"15e :0-13ct 350,481 .395, 'p"ivart to s,,'an V,6 "-s( „, 1,)rod `alai ros Ocict)" I lit -twscs Cildxll, 'Gs. F, 3, :ne DIpar!rrelt 311 ?Mad NICOS`+ I IJI! T'l, `marls Ila,, ,t, wl f" iffi, jI -tr, Ve fca,,w.. Ho"e"!, e—W io(:,ISIes are 1,,WwreC30, it ")" 111) IM "it, 70 iucwly a e'Sc,al 1111CI^. 6S v)teinf lr)—?,e 3" t,a,( 3dce5i xNcl 13" be r,ad't 3,3flauit Q ttIc puOdC. J 7wq,,,r,11e t tau '111 1 llcelsCe '104eri--haplv 455, r's., please clictr peel Product Approval Accepts: Safe L=M,11111141 = 1 MEMhttpswwwfloridabk, nldi;'g.,) r*orpf'-ipo_jti,aspx"pi"n=&GE,"XQwtDqv3yV',/KJZIQRC3FgPGdc,3z!Tp,o2bK,\4J2()qEt\lbwkrIgYID,aBQ"q3d",,3,1 a t ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING WON-impAcr GENERAL NOTES This product hos been evaluated and is in comphonce with the 51 h Edition (20141 Ficrido Building Code (FBQ strucfurd requreirrents excluding the "High Velocity Hutficane Zone' HVHI). Product anchors shall be as fisted and spacec: cis Strewn on detoifs. Anchor embedment to base mciforia; shod be beyond wall dressing or stucco, 3. When used in areas requiring wind borne debris protection this product is required to be protected with on impact resistant covering that compiles with Section 1609.12 of the F8C. 4 For 2x stud froming construction, onchoring of those units sholl be the some as that shown Ear 2x buck, masonry construction. 5. Site conditions that cievsjte hom the defog of this drowing require further "no-'ering anahvsis by a licensed engineer of registered architect. TABU OF CONTENTS IrSHEET # DESCV1,140N I Ty el elevations, design pressures, & ger.e(of rotes 2itu zonftrf crams sects3 4 Ve—"Closl sei tiTs Buck e frame ondro(ing - 2X tx&k =soay construction 6 Fiume onch",,q - I X buck masonry cartstruclion V t 37.W MAX. OVERALL FRAME WIC)TH LULL —LITE III 0 Ii 37WMAX- OVERALL FRAME WOTH 3/ 4 LITE 40 z Pt OVERALL OVERALL GLASS DESIGN PRESSURE (PSF) SWING FRAME D.L.O. TYPE POSITIVE NEGATIVE DIMENSIONDIMENSION37, 50'* FULL LITE 21.00" x 79.00' 47.0 47.0 INSWING x 98. 00' 3/4 LITE 21,00" x 63.00' 47.0 47.0 37. 50" FULL LITE 21 .00" x 74.00' 47.0 47.0 OUTSWING x 6. 50- 3/4 LITE 21.OT x 63.00" 47.0 47.0 writ: N T.S. jK FL- 15213.27 7 35,75" MAX, DOOR PANEL WOTH 2t W MAX, C4 QQqR PANEL life INTERIOR EXTERIOR? j:~',H0IZJZ0Ik!j CROSS SECTION 1.2' 4— 2.75' fo 3515'MAX. L DOOR PANEL WIDTH 2 IW MAX. LATCHC4)—%T-CHHRNGE cekAor PVC O.H" 45 BOTTOM RAIL 47 STILE REINFORCEMENT ceAAm avc Ducm. fkNEt, A, z 0)* 4': O F r oa 402 0n z CZbeQin INTERIOR EXTERIOR VERTICAL CROSS SECTION 2)— ee. erg U-S ft.-15213 27 7- 0 I -I lr "N INTERIOR EXTERIOR 1/ 3 HORIZONTAL CROSS SECTIONITShownw/ I X svb-buck 3 0.15' klA 0.1s C'SINK MINK TYP,j gyp.) C21K2 !) (21 20 INTERIOR EXTERIOR 1-1-1 HORIZONTAL CROSS SECTION 3 n -ils-9 INTERIOR A, A S41 O o t m ai O Eme, gy?j WE 02175112 EXTERIOR ---- — — 400 267 2 HORIZONTAL CROSS SEC77ON wn - also aMoved EXTERIOR INTERIOR VERTICAL CROSS SECTION 14 00sviing shown -hawing also UPP(Oved EXTERIOR INTERIOR L ' 3 _\ VER17CAL CROSS SECTION z CA F7/7 EXTERIOR INTERIOR VERTICAL CROSS SECTION EXTERIOR INTERIOR 4__VERTICAL,QQSSMr ION ,T 4,) Ins,"V confWofton 70. d1,.9 z if vltrj% 0. 0z0 z U 0 z 0 z6 FTT 1.11 FF,, 71 4' —1 1— MASONRY OPENING z 2X BUC DUCK ANCHORING HINGE JAMS CONCRETE ANCHOR NOTES. t , ccnJrele—o J"-100ocatkv's of The cwne'z may Oe adjusted to monfair, the rnkl' edge di tance ro axxfor jants, 2. Concrete anchor tocofions noted as'MAX, ON CENTER" must be octysted to maintain the .)' edge c4srunce to 'nodof joeus, additional cofxTefe orchors, may tie equ-d to ensure the 'MAX. ON CENTER- dirnef4iDsl ore not exceeded, 3. Ccx-;rere ann;hor table: ANCHOR ANCHORMIN, MIN. CLEARANCE MIN. CLEARANCE TYPE 12 SIZEEMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR trw TAPCONs ELCO 1/ 4- 1-1/4- ULTRACO WUULJ mon ioin a rruninvm S16'adge distance, I - end distance, ?, I - o. c spacu Xj Of wood icne"5 to prevent The spkH-g of -00d. IAMONRY OPENING FRV A BU( FRAME ANCHORING Masonry 2X buck construction z 0am STRIKE JAMS Z6 Ito z 6z. 0 z Ozq mota 60 ( L w cE 07, ca lr_ C? HINGE " TAIL o 28 m 0Cy" m I -'-(27) LATCH & DfADBOLT DUA(L j— A EzT't' 0 oz TYP. HEAD & to Zn 6 MASONRY JAMBS OPENING 0: m, Z6 x z w HINGE DETAIL t' 0 FRAME Or_ n' IXBUCK TYP, 0 SILL 77 6.t" LATCH d DEADBOLT DETAIL HINGE JAMB FRAME ANCHQRfNG STRIKE JAMB Mosomy IX buck comtruc!x'x) 2. C-fe -de W -MAX, ON CtNI&K ry f tw dc 3od to re &—, me WAK, ON C6WER * 6Mt!(Y16e Wa eeaod, ANCHOR MIN. MIN, C I fA*ANCE WIN I'l A llA 1.41,ZI C JANCHORIEM EA A VGf TYPE SiZEUDWNTIOMSON" ANCHOR A": I1 021:6112 ITW TAfcom' 6 NTs. ELCO1ILTRACON JK L TAirTcWom' 311C 1- 1/4' 1 Lrs, ow WN NOE_ YQ_QO5Ck[ W 09 TA, 5- IL i, m'— foo, a sar "wv (X'fw.co' r o'-'d cks'& r .c. spocg of xi iao vc w the gAv g of d t_ - I- 456 - I € Q; •. rn z trEAD t: SIDf. '/''`<<etr t{rt t CYF J 1. 6 6 U E o myg . ii a w y({((C"-"^:.T. 33ADJC1SiR8EE INSWING THRESHOLB ; 11 o i acezu g oI c Y T N f a` sir 2I HfAD6 SIDE l r'oYs E J 0 4.. f llF 1{ v j€! kQJUSAB EE fMSWtNG itfRESiOiD .., '' _z ry z 5 3x".OUTSWING BUMP THRESHOLD u f FS fl- i5e I3. i7es7 BtEt OF MATERIALS ITEM DESCRIPTION MATERIAL i fi i X BUCK SG > 0.55 — ----- WOODIB2XBUCCSG > 0.55 WC}dD q 2/15/2017 Florida Building Code Online 6CIS Home i"xi Iri vser Re, 4ii;t at'on NOt %wcs sub'rft ""'Cha'go stats & Pacts PuW'Cjtio"s FaC Staff 8cls site Map i_ms sewd, dbprgj P rod.ct Approva I USER public User I Application Detail FL A FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Arnarr Garage Doors/Entrematic Address/ Phone/Email 165 Carriage Court Winston- Salem, NC 27105 336) 251-1307 robert, ricbat-dson@eritrematic,com Authorized Signature Brandon Gentle t) randon.gentle@amarr.com Technical Representative Brandon Gentle Address/ Phone/Email 165 Carriage Court Winston- Salem, NC 27105 336) 251-1308 brandon. gentle@amarr.com Quality Assurance Representative Danny Joyner Address/ Phone/Email Arnarr Garage Doors 165 Carriage Court Winston- Salem, NC 27105 djoyner(, r)amarr,com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ekal, 12 _PZ 22LSa 5 Y& M ASTM E 330 2002 DASMA 108 2005 Sections from the Code https:!/www. floridabuilding.org/pr/pr__app_.iti.aspx?paratn=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 1/5 211512017 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 08/ 26/2015 Date Validated 11/ 09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/ 1512015 Summary of Products FL # Model, Number or Name Description 5302. 1 Anoarr Stratford 1000, 2000 (M600); Dwg. IRC-6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Arnarr Oak Summit 1000, 2000 M6SO) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/- 33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302, 2 Stratford (M600); Heritage (M950), Dwg. IRC-6016-145-24, 10' Thru 16' wide, Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/- 37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, 5302.3 Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Ej/ A ` - ' -- 4 Created by Independent Third Party: Yes Stratford ( M600); Heritage (M950); Dwg. IRC-6018- 110-15, 162 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No E= 530 _11 iu_9_2 lifL_Z_j Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20,6, Not for use in HVHZ. ELU-0-1 Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage ( M950); Oak Summit (M650) Dwg. IRC-6018-120- 15, 162 thru 18' wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 H tRC- (0) - ?()- 5 I'l—nn 7-1Q R Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure -+-21,6/-24.5, Not for use in HVHZ, EL5302 R- IZaoo L7-1, Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage ( 11950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE Q048579 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: +19.1/-22,6 Evaluation Reports Other: Design Pressure + 19.1/-22,6, Not for use in HVHZ. FL5302 R7 AE IRC-6009 ort 7-1v 1 ( -W-11 Pe0fL2.C-_1 Glazingoptionshallnotbe used in wind-borne debris region Created by Independent Third Party; Yes unless structure is designed as partially enclosed or door is a replacement door, https:i/www, fl oridabui Idi ng, org/pr/pr_jappjtl, aspx?param =wGEVXQwt0qunL7seVZM F LLeOOysN 2RYes%2bbXzb2LOlg%3d 2/5 i I 2J1512017 Florida Building Code Onlire 5302.6 Stratford (111600); Heritage (M950); Dwq, IRC-6009-t00-11, Thru 9' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL's 302 ,R7 1 i I RC - 6009 - o 3 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: 4-15,8/-18.7 Evaluation Reports Other: Design Pressure +15,8/-18,7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwq. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22,8/-26,9 Evaluation Reports Other; Design Pressure Q2.8/-26.9, Not for use in HVHZ. FL530,2 R7 AE Zj _FL Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302,8 Stratford (M600); Heritage (M950); Dwq, IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No UE, Approved for use outside HVHZ., Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31,6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302,9 Stratford (M600); Heritage (M950), Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F,,' 5_JQZJ7 !t [RQ-5QQ9-j4Q-,5 Dr Nna 7- Fi Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; +31,0/-35,1 Evaluation Reports Other: Design Pressure 1-31,0/-35,1, Not for use in HVHZ. 53 0Q i r _5009-140-15 Rejq-t d f Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 10 Stratford (M600); Heritage (M950); Dwg, IRC-6009-150-15,Thru 9' wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F_1 0 - 11- Approved for use outside HVHZ: Yes Verified By: TONI SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: +35,6/-42.1 Evaluation Reports Other: Design Pressure + 35.6/-42. 1, Not for use in HVHZ, EL_'_',02 R7 A-= g -L- Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302, 11 Stratford (M600); Heritage (M950); Dwq, IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ; Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45,3/-51.2 Evaluation Reports Other; Design Pressure +45,3/-51,2, Not for use in HVHZ. 69.1 Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 12 Stratford (M600); Heritage (M950); Dwq. IRC-6016400-15, 10'Thru 16'wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No L 51i_ ' - '() r 1 P' 2q__ LJ12 _F'1_ZJ1 ofhttps' lwww.floridaWiding.org/pr/pr_appjtl aspx?param=wGEVXQwtDqunL7seVZrvI FLLe00ysN2RYes%2bbXz1b2L0lg%3d 315 2/15/2017 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +30,1/-33.8 Other: Design Pressure +30-11-33.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + t 5. 21-17.2 Other: Design Pressure + 15, 2/-17,2, Not for use in HVHZ Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.13 Stratford (M600), Heritage (1-1950); Oak Summit (N1650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; + 18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports CLS02 R7 Al Rl,)-, Created by Independent"Third----- irdParty: Yes Dwg. [ RC-6016-110-t5, 10' Thru 16` wide. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F_L5302R7 II IR Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21,8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 15 Stratford (M600); Heritage (M950); Dwg, IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25,6/-29,1 Other- Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions F' DU_ 2d7' Verified By: TOM SHELMERDINE 0048579 Created lay Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302, 16 Stratford (M600); Heritage (M950), Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Installation Instructions Z_ 12! _11' Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports If 0-2-0 1 ALP, ACreated by Independent Third Party: Yes 2601 61a., stone Road'jijfanassce rL 32399 !tore 45(1,48?-'.324 The state of rIorida r4 an AA, CEQ employe,. C: _ jef"o _Statement utl" ip' F:oridd Ow, email actdwls"ws are public records. it you do not want Your- address released (n response to a public-mccirJs requesi, do not send electronic meet to :r's entity. instead, contact the office by ")none 0, by traditional mail it you hayt. ji,, queq.,ahs, Aeaie Contact850,487.t]195, 'pursuant to Section 4552i5( 1), HoOda statutes, affective octooer 1, 2012, licensees licensed Utica, Chapter 455, F,5, must provide the Department with an erpAd address if they have. One. The ematts provided may be used for offical communication :he licensee, H4vye"e' email addresses ace public record It you do not ,"Sh to supply i pem"I acid'ess, please P")'ide Me Department m,th in ernail 3,ldieSS •Nhich Can be rnxle aviJable to Ere public. To cotenin.pe if you iie a licensee uheer Chapter 455. ES., please click here . Product Approve I Accepts; 11i WA F-71 a] Gre"fi! C>;": Safe littps: flwww. Roridabuildir,g.orojprlpr_appjtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 4/5 2J1512017 Florida Building Code Orilire https.,Iwww.floridabLIllding.orglprlpr_app_otl,aspx?param=wGEVXQwtDqLoiL7seVZrvI FLLeOOysN2RYes%2bbXzb2LOtg%3d 515 0AfSTAKE ROLLER CARRIER A6A"ASAF, — r 21 t6 GA RCSIDCWIAL 11 IZ, , . Ilz' CENT,."ACHED BELT I PER BRACKET - (4) X-Ells4i , HEHFAI StM`s SLIM HRAEKET —AcKv K GA, EAl Vls:m.I.L 0 t N — i'llsm 3- Zal STRUTS ATTACHM 24 ii{ SN 3PRELLCRBRACKETLE)) V.- 311. I'. , I F TRACKS AT 14S WC-04 wHECV/Q V,,KC c SCPrlSW/ (4) t/r-20 RACK 9ka BUTS a NUTS PLR V.CREl EACH CENTER STILE gLLaE TO -8 — (3) 5/16' 1-5/v LAC 90L TyplCAL TOP CiXTLW-S a;-- 5/ 16' *Al . 1-5/v Lw go, 7 ATTACHED pC 'AAS NTsSEE -a oH S2 txc,TiAT CA JAMS E—CKET STRUT un SIILC LAr t TYPICAL 7,,PASAFE CENTER 41WC- 12 O OAtl, STEEL W/ (1) MACK SPUa 90LT & NUT CA (2) ST!"PEHERS CS) MC* T, CC TED IN HINGGE KME(S) 3. In. SE:Itw OHL, rs Im C AT TACH'e., 1I` SiatR END -A REOPAED, rwza.G. SEC 31 C. RACE 3 FM ".W-"BRAG ITKINGTIMACK ..An 0k " FOR BS' JP TALL_0009 Z, 0 > PER SEC I ST JEN .,TS, TABLE Ia' PAGESTILE NSiCE ELEVATION is 61 PL*ASA" t HE' MEAD SCREVi VHII .1 IACHED AT END kND CENTER 1 211— . 314- STILES HE. HEAD setc.1 14CO, DURA3A`E 44 SERI: A, PILLER CARRIERS ATIACHE EACH E" STILE TIT — VIC - q, -- . -- HEX LCAII SCREA C& RRIER 74 i STEEL DR UYLUN SF STE- ROLLERS 7134' RCTAINCIR 1C. TYPICAL DKAASAFE- END HINGE EXCLUDING Tt]P> TYPICAL STILE STIFFENERi 5 0) CH MR SECTICH 4) L—SEE (TABLE 1) ON FwC 3 F(]R STRUT SPACING/,- v[TOE( 3RACKEt TACFED YO HEX KAb %WVS VE— OF L-i0* ST TLV AIR FLCV EACH 7 10TTICRI 1*.CKET A " THICK ATTACHED I- 0 MEA w( AC SCRC.S SEC IAEW) aaa I I -BALL STEEL . ATI. SCZT, 16' work IV HEIGHT V*tT S C. KLLCXS 1 71%- RETAINER I( CZ m—Z w DESION LOAD TYPICALBETTOR.. BRACKE'I-'-' 14-6 IS7 Vlo DA, . A; El 4AAS IMAOIET % SP` E" TT' CENTER STtLCS-NCRT K*/ 5"tL wT RErAo4a 5le RAC. ' SI ILEA ROVER 41.vs 2- GALY, STEEL TaKK MAE. -olwss ov, TRACK MOUNTING DETAIL RZ OF jCjlS,' PENIS Eou.LS is E CpTICNAL VENT DETAIL A. ql STN' S IN WITT. 1'E =E.. 5 118SDEZ IN ASTU E3150AND ANSI/TTASMA 108, THE PRESSLIzZES SHOWN ON THE BAWNGS WERE CALCULATED USINGASCE7-10 NTH THE PARAMETERS (5 FEET OF DOOR MOTH IN THEE ALcR slAMMYty AS IFOY„LOwtNG ZONE. ;ZOOF AT ANY SLOPE`' 1 E WIND SPEED ( MPH) 155 122 EVE 8 C I C ±12 :J:8:± D F— MEki — ROOF HEIGHT A. ! A S-- fl—TS K R A, a[MR, al" TEST LOAM 327PS, 37 2PVRil. 2kmrr '-- NC.-'— - I MODEL # 650 OAK SUMhUT w/DuraSafe MODEL #600 STFATFORD ./DnraSaf. MODEL #960 HEfUTAGE v,/ DuraSafe Short, Long, Fluh & Oak Summit P..d,. sa [mo rr OU I BAT 04 43 ' " AND 008 AM! ux 06 IRC--120-15 Iget I OF 3 a— V1, N Ted n1c ol Ck C. Srclf 1 END AND CE.E. SttL" 7 ZCGA STRUT 3CATED ON THE TOP n t TtD S.LC-T t A.ZD 1l.v-1I.ION. 3.E. I 1SAM— ITrES OPTIONAL SHQRT PANEL TOP C{LAZEV SECTION (STRUT 44C, STlLL_LAYOVTS> AT 0 C' Ell - tAL LONG PANEL FOP GLAZED SECTION (STRIIF AND STILE LAYOtfTS> L. A'! -, lelo A", Dom LESS rMAN 156 woo ItLST USE sNm P,Akl owr4 op cLoStD SEA o* WOOD JAMB ATTACHMENT TO S-:RUCTU E 516' 1 : 1' LAG SCRCVS ITAR1111-, I' "REW END' T, HEM M 21' OLQ 112, EMICINE III IC. ,aMR HILT .; K BOLT 3 /8- x A' STARTING 6- FROM ENDS THEN 24* 0C (Z t/2• FKRfrME T) HTL I SLEEVE ANCMOR 3/0' X Z 3/4' STARTING 6. F" ENDS THEN 24' C.L.(I1/4' EMBEDMENT) I IT';PANSC' PED"EAD I-Qu-SOLT) 3j8l X 4' 1 STAR_ NG 6rROM ENDS T,-EK Pe EIZ La VE' EMBEDMENT) P, . 1 11- 114, IAMB AtlAQ-- Tn lcLLzO.C-2LlLoCK EW` SIMPSCK 1/ 4' X3' T17- SCREWS STARTING 6' 1110. ENDS, . PAIRS IF FASTENERS 3' APART} AT 16' ,, E (L 1/2' EMBEDMENT) WJLTI 1/4' X - 3/4 ' KVIK-CON :!- SCREWS STARTING 6' FROM ENDS, USE PAIRS IF FASTENERS 3' APART) At 16' GC. (1 1,/4' EMVED)ENT) 11-Ti SLEEVE AFCHCR S' A 2-3/4' STAQT;NO 6' TREK ENDS TLEN 24' 3-:. Q k/1' I SLEEVC A'CHCREMBEDMENT) fit, USE FASTENERSFOR -0-LLV C-90 EIQCN) sLaGS AND SETS CAN BE CMWTCPSkR" P PRnV!DE A FiUSH WU."Nti, "FA E E'AIATIDN Or WECD JAMBS BY 071RERE ST TURF CTE C E, N, NIL, JAMS qt42ur 3' W. DP— Tlow NFL INTERMEDIATE rLAZED SECTION lST T AND STILE LAYLIUT) ii a. g V*RT PANEL GLAZ:W, FASTCK;Z DETAIL NTS, pND PANEL LA7TNr, rAsTEKtR DETAIL kTS GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND- RORNE DEBRIS REGION GLAZING MEETS ASTX E1:100- 04 D—F,T t WINDOW FRAME OF, .7ONALO, o11,SIRTS WITH UV PROTEC104 UY, PROTECTION TION3/32- Tr G, ASS- d) It Ile 1. Wto SMAS At pa kbbCM `AANf 0.) 0. Asw mll-c VOLL& ED tNSJDE FRA SECTION Q-Q ri, r, AV. 4itABLE TRACK "R. rO.S a(SWOOK Of orac"S UA. S17F g 6 *054 14 N,ElGkl DESTOM LOADS 24 8 PSF TSS 32, 37 2 pSF 2 7r L 2ka.rr MODEL # 600 STRATFORD ./D—& Se. MODEL 1950 HERITAGE Short, L..j. Flush & Oak G.— it P ... I's u '*' O"""o I f 2115/2017 Florida Walding Code Online 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 ExL 4644 Jonberrian@slbp,com Jon Berrian Jonberrian@slbp,com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA t0I/I.S,2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Product Approval Method Method I Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 httpsii'lwww,noridabL41ding.orgtpr/pr_app %3d%,3ddti.aspx?param=wGEVXQwtDqtvA%2bxtnzklliGufBV5nRNNI(oPly6qPoENI/o2be8TXyGDYCjAw Year 201 L 2008 112 2/15/2017 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715,1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-19215 Rf C CAC _CCL Csstin f 29(L,, _f Approved for use outside HVHZ: Yes ii--ILLP-Lf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other, See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and installation requirements, Verified By: Hermes F, Norero, P.E. Florida P,E, 73778 Created by Independent Third Party; Yes Evaluation Reports Fl.-19715 RO AF PER39,t7 5S_2016-_)2-_j2_,,,,tff Created by Independent Third Party: Yes Cor,tat U : Q hit (1, Ro)d Vallah -' 0 1 19 Pht - 7 1 The state of Florida is an AA/EOD employor, Accessibility statement, t -nt under Florida low, email addresses are public records. If you do not want your e-mail address released ut response to j public-reco,cls request, '10 not send electronic rail to tivs antity, instead, contact the office by phone or by traditional mail, If you have any questiorlS, please Contact 85(i.487, 095. 'Pursuant to Section 455.275( [), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have or,,-. The emails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department ,,in an rma.( address which can be made available to the public. To determine if you are a licensee under Chapter 455, F, S., Please click her! , Product Approval Accepts: 0 Credit cal-< J Safe htlps:// www, floridabuildiiig,orgtprlpr_aW__Ol.aspx?pai-,itTi-wGEVXQwtDqtvA%2bxiii4klliGu(BV5iRNMfoPly6qPoEN%2be8TXyGDYCiAw%,30%3d 2J2 1NSTAL-'AlION I'LOI-tS I c;Nf I IF NSIAOAlION ANCT,OR IS RFOUfACC, AT EACH ART(kiOR LOCATION SHOWN 2 THE NOMFIfIrDf INSIA"AtION ANCHORS IS IPO- MINIMUM NUMBER Of ANCHORS io BE USED FOR PROCAJ( T NSfALLAHON OF THE MA40LIUM S41i Us4f), 4 NSfAtt, OvOttifUtlAt OSSTAA A;iON ANCHORS WITHIN A lChl-RANCI, OF 1112 NCH f"t OtO^C ITO L (KAIPON & SPAONG IN IHE ANCHOR LAYOUT DETAILS r € j , P(ifH4001 C0NSBrtCATK>N OF iO_FRANCkS) IGLERANCESARk NOT UMOLAINE FROM ONE INSTALLATION ANCHOR TO I HE NEXT 4 S,f M AS RfULICEtkDAI EACH tWOALLAIKIN ANCHOR W1,,TH LOADBEARINGSH,ZS) MAXIMUM ALLOWABLE SHIM STACK TUBE 3ANCH SHIM WHERE S. FIN INSTALLATION: FOR INSTALLATIONATIONT INTO WOOD f RAMINU USE Z8 WOOD LENGT"TUAC"IFIA I SU BS 'S TOME I NSiALLA( 'ON SHALL MAIN I AIN WN 318'EOGE WStANCE 6, F THREAT PLUE I RATION BEYOND Mk iAL WALL, INSTAIAA; ION SHALL MAINTAIN MaF,. 316- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR NSTMLATtON INTO WOOD FRAMINGUSEg1t) WOOD SCREWS Of LUOICIFIST I ENCT 14-OACHIEVE I 1,12,wri 8. THROUGH FRAME INSTALLATION: (OR !NSTAiLLATION, THROUGH 1X BOOK TO NCR( TE/MASOURY, OR DIRECTLY INTO CONCRETE/MASONRY, USE L)IAMETERiTWIAP(ONSOFSUFHGEN;LCNGtHIOACHIEVE 1114IINCH INSTAIiATIONSHAG MICNTAINMN 15/4"EDGE UISIANC-P 9. THROUGH FRAME INSTALLATION: FOR tNSIMLATION INTO METAL STuD USE 916 SELF TAPPING SCREWS OF SOFT t0fhr LFNGTtf TO ACWEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL, 10 MINIMUM AND EKE DISTANCE EXCLUDE WALL ON SIIES, fNCL LPLkNU BUT NO1 tIMOTO 10 STUCCO, FOAM, BRICK VENTER, ANO SO)NO, 11 NSTA,tATFj?4 ANCHORS AND AS' 00ATF0 HARDWARE MUST RE MADE OF CORROSION 411SIANt MATE RIAL OP. HAVE A CORPOStON REStSIANI OATFNC, FOR HOOOW BLOCK ANO GkOUf PAIFU EFLOCY I)0 NOT iNSTAtl INSTAOATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROM F Of F I fSUE OF R, OCR OR L DOE OE MORI AFT JOINT INTO FACE SFTFjk OF Bi OC < 13 INS I AL t A I ION ANCHORS S,,At E BE INSTALLED IN ACCORDANCE VP I IT ANCIIIII LLET., MANUFACTURER'S INSTALLAIK)N INSTRUCTIONS, AND ANCHORS SliA L I, IS USED IN SUBSI RAF S VII$T" STREN61FIS LESS THAN THE MINIMUM SIRE NGTH SPIECITriD BY THE ANCHOR MANUFACTURER- 14 iNSVALLAtiON AM HOR I APA010,SFOR PROCrUCrS ift-REM ARE BASED ON SURSF RATE MATERIALS WITH THE TO)LILOWIRR; PkOOFRT€S A WO01) MtMMtkIVISR ClIk-GRAVITY(KOSS B. CONCRE TE C UROUTFILLOD(ML1 UNIT STRENGTH CONFORMS TO ASTM ( 90 WIT t4 0 HOLLOW ISLOCKCIVICI UNIT STRENGTH CONFORMS TOASTM(IJOWITtI MCNIMLtM COMPRESSIVE STRENGTH Of 2000 PS. E. STEEL- MINIMUM Y,E LO 5 1 RE NGT H Co 33 K9 MINIMUM WALL 41CXNESS Of 418 MIL TO G4 ig" or 16 GAUGE) "1" 1 12- EDGE D(STANCf, r AIUMINUM MIN(Mi—IM Alt OY ROSi 1, MftMUMWAtt HOCKWISO, I;IC" MIT, 1(7-F[X.f 'Y,STANCC SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES, I THE PRODUCT SHOWN HFRF'N,S DESIGNED AND MANUFACTURED TO C OMo,,Y WITH THE STk EUJION 20141 FLORIDA WILDING CODE (FRG{, EXCLUDING HVHZ NEI HAS BEEN EVACUATED ACCORDING TO OAF FOLIOwING 2 ADEQUACY OF THE FAISNNG STRUCTURAL CONCRETE/MASONRY, IX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RFSISIPFRG SYSTEM CAPAEO ` OF W, IHSIANDING AND TRANSFERRINGAPPLIEDPRO,_PUCT TOADS TO THE kOUNDAIPON 15 THE RESPONS(NO[YOP THE ING, NEER ORARCHHECI UP RECORD FOR THE PROTECT OF INSTALLATION. 3 IX AND 2XQOJCKS (WHEN USED) SRAU, BE DESIGNED AND ANCHORED AS SPICB41O HEREIN, REFER TO SHEET B FOR FURTHER CICTAASOF RUCK INSTALLATION. 4 THE INSTALLATION DETAILS DESCRIBED HEREMARE 6FffSAtC AND MAY NOT REFLECT ACTUAL LONDITIONSfOR ASPICIECSITE- IF SITE CONDITIONS CAUSE INSTALLATION TO LYE VTATE fROM THE REQUIREMENTS DETAILED HERE+M, NON HVEIZ AREAS IN HVhZ AREAS, ONE TIME PROOCTI, I APPROVAL TO BE OBTAINED FROM MIALEAkLIA(If PER OR Aiii S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON I '.S PROUHCf !N AREAS RCQU*INr, IMPACT RIS41ANCII 6 WNDOW FRAME MAILEoAL PVC I IN ACCORDANCE WITH THE STfl EDITION IBC, WOOD COMPONENTS SHALL HAVE BEEN PREStRVAINE TREATED OR SHALL BE Of A DURABLE SPECIES AS DI,FKFLI IN CH APTER Z3 S. GCASI MEETS 114E A51M E lJOI) G,ASS CHARIS SEE SHEET 6 FOR GLAZING LIE TAILS TABLE OF CONTENTS SHEET REVISION SHEET OESCkIRTTON I 11OSTACLAITION & & Er,*QAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL. & HORIZONTAL SECTIC445 (NAIL FIN) 5 VERTICAL & HORIZONTAL SECTIONS (THRO"F4 FRAME) 6 HORIZONTAL SECTIONS SUCK INSTALLATION, & &LAZING DETAIL MAX OVERALL SIZE msi&N PRESSURE M1S5ULF IMPACT RATING WIDTH HF16HT36" 14- 0/)( 35 / 35 PSF NON IMPACT 38, 66 O/X 50/ 50 PSF NON IMPACT is, 74' 0/x 50/ 50 PSF NON IMPACT 38, 71- O/X 35 35 lrSf NON IMPACT 44' 62, O/X io 1 50 PSF NON IMPACT 721 O/ X 351 35 PSF NON IMPACT 46- 84' O/X 0/ 20 PSF NON IMPACT 52, 79' O/X 25f Z5 P5F NCTN IMPACT 36, 83 75, O/X(ORIEL) 35 / 35 PSF NON LWACT 46' 96' O/X (ORIEL) ZO I ZO PSF NON IMPACT 72, 62. O/X oIx 35/ 35 PSF NON tAVACr 72' 84' O/X O/X 35/ 35 PSF NON IMPACT 16, 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 zt, / Z5 P5F NON IMPACT ETCr 14* O/X-O/X 35/ 35 PSF NON IMPACT w 74" oix O/X 30/ 30 P5F NON IMPACT LOW 62. O/X O/X O/X 50 / 50 PSF NOT, IMPACT 108, 72, O/X O/X O/X su J 50 PSF NON IMPACT Bw 64' O/X CUX O/X 25/ 25 PSF NON rMMT SilverLine I TrAndersen z Z vi W C 0 -5 0 7 0 q zme Z U, V1 asLu if 4( Digitally signed by Hermes F Norero, P.E. [)002 Reason: I am approving this document FL#: FL19715 SH F Date: 20l& 02.03 09AO:" -05'W I OF 6 MAX, FRAME . MAX, FRAME Silver Line WIDTH 48- WIDTH 48` bN/Vxk'r wn 8 E 8 E a e 4 5 aaKx.eoaa 7( wcn:r+err:x.,vnce w nar.Ev cs nzzt <xsxro: CI 5 5 5 5 L MAX. FRAME MAX. FRAME x HEIGHT 4o' HEIGHT 96' ry QUALIFIED CONFIGURATIONS a X. ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 w " m O RATINGS, SINGLE UNIT CONFIGURATIONS xv cc s A D rT A b CJ a 5 a 5 m ELEVATION ELEVATION Z 51NGLEHUNGWINDOW5fNGtE HUNG ORIEL WINDOW fth Z Oof MAX. FRAME WIDTH 6` WIDTH 10a' j! Lu 8 E 4y QUALIFIED CONFIGURATIONS a j ARCH TOP CONFIGURATIONS FOR ALL Z9024902 RATINGS, TWIN UNIT CONFIGURATIONS a,. 5O, 5 L t 0, cv MAX. FRAME fit,+y{=_ { HEIGHT,. F'tzl..R'ii,F x. MAX. FRAME7. HEIGHT 84" pRo StS tttll4T S j VI Z a5paELEVATION s ELEVATION OWG TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW r 5 { / () 002 SHEET: 2 OF 6 T 2" MAX I V' MAX FROM O.C. CORNERS 3 11" MAX 0 c 2"' MAX FROM CORNERS A 'r.f.1 E..-1 ANCHOR LAYOUT NAIL FIN, SINGLE HUNG WINDOW 2' MAX FROM CORNERS O.C. I 1- 4","MAX AAX 2'MAX j 41/2'MAX mom OC CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 4 112" 0, 6'MAX FROM, 20" MAX cc 61 MAX FROM CORNERS 6'MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 6'MAX, FROM CORNERS I" MAX. PROMS 0 C 6' MAX coprIkA 6'MA 0 C I'MAX. j _I 1_6"MAX FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6"MAX FROM 12 3/4 MAX CORNERS OC 12'MAX 6- MAX I P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME, TWIN SINGLE HUNG WINDOW Silvertine'! z pz LU Z w a 9 U ea Ujs 'n ANCHOR STRAP P/N Z :E z 50-2995-2 ol 10 SEE SHEET 5 FOR DETAILS Dwrl #: ANCHOR LAYOUT WD0025 THROUGH FUME - TRIPLE SINGLE HUNG WINDOW SHEET, 3 OF 6, CONCkETEI MASONRY BY OTHERS CAULK BETWEEN CONCRETE! MASONRY & 2X WOOD RUCK BY OTHERS 2X WOOD RUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 48 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH By OTHERS EMBEDMENT SEALANT O.A. UNIT By OTHERS HEIoHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION HEAD - ZX WOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 t 0 A UNIT HEIGHT PERIMETER SEALANT BY OTI 4ERS EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEE T 6 FOR CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY & ZX WOOD BUCK BY OTHERS INTERIOR 3/8'MIN EDGE DIST 1/4'MAX MIN 3/8' C36E DISTANCE 4' MAX SHIM SPACE ILSHIMSPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS SEE 6LAZIN6 PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE INTERIOR US GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PEPIME TER SEALANT By OTHERS 0 A UNIT WIDTH HORIZONTAL SECTION IAMB - METAL STUD 114" MAX NAIL FIN SHIM SPACE 3/V MIN, j EDGE DIST By OTHERS I I/z1 MIN EMBEDMENT A VERTICAL SECTION 4 SJLL - ZX WOOD SUCK NAIL FIN Silver Line tnAdKh'I'Alt Z W Q M .0 7 cu L z 3 Z 0 3t T Q Z 0 DWG SWD00 SHEET, 4 OF 6d 910 WOOD SCREW 114' MIN SilverLine INSTALLATIONANCHORCONCRETE! MASONRY EDGE DISTANCE ZX WOOD BUCK/STUD BY OTHERS In IK E Y's191 BY OTHERS 5EE SHEET 6 FOR I/4" MAX. E . CONCJECTFON DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN a a SASH REINFORCING PENETRATION BEYOND CONCRETEIMASONRY a- SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTIiER5 SEE GLAZING MIN. 1/2` EDGE DISTANCE i. 00.s <•aooxa F 112" MIN. DE TAIL SHEET 6 wn; aux ux :avox EXTERIOR FINISH EMBEDMENT P;.,,» ar•»uw Sy ay BYOTHERSINTERIORIO GR. 5 SELF -TAPPING SCREW PERIMETER SEALANT 114" MAX, SHIM SPACE INSTALLATION ANCHOR Q LL H a BYOTHERS / METAL TUBE/STUD OR APPROVED Z z b MULLION BY OTHERS N Za u''. Ei. A EXTERIOR INTERIOR SEE SHEET 1 INSTALLATION n Ch 2 UNIT HEIGHT l y _ NOTE 14 rw-e :> L w v zwlj m z n SEE GLAZING PERIMETER SEALANT J! EXTERIOR BY OTHERS DETAIL, SHEET 6 p n O. A. UNIT H WIDTHF y HORIZONTAL SECTION E VERTICAL SECTION JAMB - METAL TUBE/STUD OR APPROVED MULLION 5 HEAD - 2X WOOD BUCK lv THROUGH FRAME fl THROUGH FRAME Z SEE GLAZING 5) 914 PANCAKE HEAD SCREWS FROM STRAP TO V DETAIL, SHEET 6 TO FRAME, HOLESPROVIDEO 4, 0000 40000— ACCOMODATE #14 DIA. H. F- EXTERIOR INTERIOR Z.00(iO--Z.CtfXXi- N ANCHOR STRAP, AT TWIN & M TRIPLE CONFIG- ONLY. SEE O. ObZO- a O. A. PLAN VIEW.. ANCHOR STRAP UNIT P/N 50-2995-2)` DETAIL AT 4,0020 HEIGHT RIGHT FOR INSTALL. REQ- 0-5 } 1/ 4" MAX- 23750 j 44 is PERIMETERSEALANTSFi£M SPACE BY OTHERS i t # N ",; 0.7500{2 —3 Z — INS TALLATIONANCHOR:r Joa(} E 0000 — tta EXTERIOR FINISH BY OTHERS a 1 MIN FROM anlcNOR STRAP TO OPENING. SEE ANCHOR - f a EMBEDMENT BEPLAN VIEW -ANCHOR STRAP P1N 50-2995-Z n el PRECAST SELL a REQUIREMENTS BELOW, BY OTHERS a J 3116" ITW TAPCON a ' a s ANCHOR STRAP ANCHORING REQUIREMENTS, QINSTALLATION ANCHOR A A. FOR INSTALLATION TO CONCRETEIMASOhR2Y, USE (4) 3/16" ITW TAPCONS i 3fy C3/ 4'_MTN' a PER STRAP, MEN, 1-1/4' EMBEDMENT, MIN. 1-314" EDGE DISTANCE, ttt EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 314" EDGE DI57aN('E. w^ I- •- m y m w C FOR INSTALLATION TO WOOD, USE (4) 910 WOOD SCREWS PER STRAP MIN. 10, v 'i Z VERTICAL SECTION 1 112" EMBEDMENT- MII" EDGE DISTANCE, N aOW& SILL - CONCRETE/MASONRY THROUGH FRAME t#: / 5 i/{{ [) /y i! / E2SHEET: 5 OF 6 EXTERIOR INTERIOR VERTICAL SECTION MEETING STILE INTERIOR LARGE' FRAMESMALLFRAME kEINFOkCIN16 EXTERIOR REINFORCING SEE BELOW FOR REINF, SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS HORIZONTAL SECTION 6 / INTERMEDIATE FRAME MULLION IALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PPESSUIZE 35 PSF 36 X 84, (O/X), DESIGN PRESSURE 35 PSF 36 X 74, (OIX), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), DESIGN PRESSURE 35 PSF 72 X 84, (OIX O/X), DESIGN PRESSURE 35 PSF 76 X 7Z, (O/X-O/X), DESIGN PRESSURE 50 PSF R X 62, (O/X O/X-O/X), DESIGN PRESSURE ./-50 PSF los x 12, (O/X O/X -O/X), DESIGN PpessuRF ./ 5u PSF cSTEEL INTERMEDIATE F4AME'LARGE REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SlZr-/RATrt,*S, 76 )(6Z, (O/X-O/X), DESIGN PRESSURE ./- 35 PSF 0 STEEL INTERMEDIATE FRAME *SMALL' REINFORCING TS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 6Z, (O/X,O/X), DESIGN PRESSURE / 35 PSF SilverLine hSAN(ki-A-11NOTE ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLTNED IN CURRENT F&C AND ASTM E 1300 GLASS LOAD RESISTANCE. 5/8"0 A I.G.GLASS z EXTERIOR INTERIOR R-,6 MIN GLASS z BITE 112' t/8' SETTING BLOCK GLAZING DETAIL I f) z NOTE z 1 LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MEN CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O,C, f,- SPACING SPECIFIED IS NOT EXCEEDED n 2 BUCK MAY BE FLUSH WITH FACIE OF THE BLOCK 10 1/4" MV TAPCON ANCHOR 4" FROM CORNERS 16'MAX O.E.THEREAFTER ZX WOOD BUCK OF SUFFICIENT z DEPTH TO FULLY SUPPORT ....... WINDOW FRAME BY OTHCPS 11/4" MIN EMBEDMENT 1 112' MIN, EDGE DISTANCE MIN EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Z DW& swboo; sFtEET 6 OF 6 z I i, 2115/2017 Florida Building Code Online ROS Home Log In Use' Rcq16t'ation Plot TQP.cs S.Wnit Surcharge Stats & "acts Ntl.c4t1orls FHC staff WAS S'te Map Unks search dopr),Product Approval P;)USER P,,hl,C Ule, I 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 lonberrian@sibp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants,com Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silvertinewindow.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 Referenced Standard and Year (of Standard) jjandaEd Y"r AAMA/WDMA/CSAIOI/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM 01929 1996 ASTM D2843 1993 ASTM D635 t996 ASTM E000 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM Et996 2005 https:,,'Iwww.floridabuilding.orgiprlpr_app__!Il,aspx?parat,n=wGEVXQwtDquZRi591lo2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKOkbg8iygGAA'lo3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method I Option D Date Submitted 0411512015 Date Validated 04/20/201S Date Pending FBC Approval 04/22/2015 Date Approved 06/23/201S Summary of Products Go to Page 0 Page I / 2 FL # Model, Number or Name 14918.1 a. Model 4100 / 9100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant; No Design Pressure. N/A Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.1 - 2010 FBC version for Historical Documents regarding this Approval) Description Extruded PVC Picture Window Installation Instructions ckaKI-B[ 4 df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 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 Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 14918.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.3 c. Series 2900 Model 2941-2951 Weather Stopper'"" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Extruded PVC Picture Window with Nailing Fin Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports a149'3 R,-' A - 1 14-)Jz3 3df Created by Independent Third Party: Yes 14918. 4 cl. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: N/A Other, This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.4 - 2010 FBC version for Historical Documents regarding this Approval) 14918. 5 e. Series 2900/4900 Models 2942- 2952 / 4942-4952 Installation Instructions EL... 11 InsLjA2jJ-4-"-t Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Eu 139`.t df Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill (Reinforced Integral Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No blips ,,/ www,noridabuilding,orgipr/pr_app__dtl.aspx?paraiii=wGEVXQwtDquZRj59`/`2fDrx2300PL-xr2KHVtY2q3r°/`2bl°/p2fkKQkbg8iygGAA`/`3d`/`3d 215 211512017 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 ELLiiL 13-F-3 -AFCLLU additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No 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 Silver -line U IIIA-PA 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 EU42,LL R3 11 In 14_9I8,72gff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 4941.495t Limits of Use Installation Instructions Approved for use in HVHZ: No F Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.9 i, Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any ff1149:3 R3 AE Eval 1491 .9 2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.10 j, Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL142j R3 1, In ! 4 2,20_f 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 I 1)d f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ; Yes FLI4213 R3 11 In 114 ndf Approved for use outside li 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 FL1423 R3 AE tyal jt , L .df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, t4918.12 1. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ; No FL14213 R3 It (rest 14913,12.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 h"ps:f/www. Mori dabuii I di rig.orgtpr/pr_.app__Otl.aspx?param =wGEVXQw tDquZRj 59%2fD r x2300PLx r 2KH VtY2q3r %2b 1 %2fk KQkbg8i y9GAA%3d%3d 3/5 2115(2017 Florida Building Code Online additional use limitations, installation instructions and product LL 4 9 ', I P -- A E vAl_ particulars Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Winclow/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No L 1 4 9 19 _P3 r Ins( i42 -ILLLP-11f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any LF R L4JJ-3, J-per additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,14 n. Series 5800 Model5840 Extruded PVC Fixed Window Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL.1491,,2 R3 F 112sl 14913.14.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 14918,14 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 1491.8. 15 o. Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL1491,8 R3 11 Inst 149L3Lj_.2!jf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,15 for Design Pressure Ratings, any 15 , -2dL additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918,16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No 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 additional use (imitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No 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 PI-1,4213 R3 AE Eva1_14218. additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149t8.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No ELL14-913 Plfl I[ns'114918 13Of Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,F, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918A8 for Design Pressure Ratings, any FLI-4213 R3 AE Eyll i4),,_U,-L3 f 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 EU-4-9 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 149113.19 for Design Pressure Ratings, any E1_14913 R_q lE additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars- hUps:llwww,Poridabuilding,orgiprlpr-app_,Otl.aspx?pafarn=wGEVXQwtDqLiZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fKKQkbg8iy9GAA%,3d%.3d 4/5 2/1512017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/39S3 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No Et L'L') 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 Lt 1,1413 R3 AE EjI 1491,3 2 )d- additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, Go to Page 0 4) 0 Page I / 2 1131 4) Coll act t4 :: 260 1 Mail stong Roall. The Stare of Florida is an AA/EEO employer CoDynaht 2007-2013 Stare a(_FI9nda, I E2,lcy sraternernt ACCeSsibtlity Staremen t Under Florida law, email addresses are public records, If you do not want your e-mail address released in tesponse 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, 27S(t), Florida Statutes, effective October 1, 2012. licensees licensed under chapter .455, F.S. must provide the Department with an email address f they have one. The ema-Is provided may be used for official communication with the licensee. However email addresses are public record. If You do riot wist, to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine f you are a licensee under Chapter 4S5, F.5., please click qjrt,. Product Approval Accepts: El 0 creJ' Card Safe https:// www.floridabuilding.cirg/pr/pr_app_otl.aspx?param=wGEVXQwtDqtiZRj59%2fDrx2300PLxr2KHVtY2q3r`/`2bl`/`2(kKQkbg8iygGAA%3d%3d 5/5 Silver line byAndersen MAX, OVERALL HN WIDTH i Z' WINDOWS*DOORS MAX. OVERALL FR)VAE WOTH 3' Z La 294112951 SERIES 2900/4900 - MODEL 494114951 EXTRUDED PVC PICTURE WINDOW z wl NAILING FIN NOWIMPAcr' NQTES it I . Tfis product has been evaWled and is in compliance with the 5th Edition POI 4) Fionda su dinq Code (FBC) siruclurcit requiren-tenis excluding the "High Velocity Hurricane lone" JHVHZ). 2 Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base iO material shag be beyond wag dressing or stucco. 3. when used in areas requiring wind barne debris protection this produc I is required to be protected with an impact resistant covering that compies with Section 1609.1.2 of file F6C, 4. Site conditions that deviate from the details of this crowing require further engineering analysis by a licensed engineer or registered architect. OVERALL OVERALL MAX, GLASS DESIGN PRESSURE (PSF) 7 FIN FRAME D.L-O' TYPE TABLE OF CONITWS DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE 5h*ff If "ScRiPRON 75.48- x 77.48" 72.0" x 740 67.0" x 69Z G1 50.0 0.0 fa{ elevofion. C 2 ------ 75.48" x 85.48" 72.0"x 82,01' 67.(r x 77.01' G2 50.0 0.0 3 tot 4,__ Buck & Rome artCho(ifV 99.48"x 57.48" 96.0" x 54,0" 91.0'x 49.0' G2 50.0 50.0 1,—,,- L I r 1 5 -- 1"'- Av: WCWON J08111W i5 CG G02 EXTERIOR 4117FRIOR Ems. Tye. 211DI 90 10 INTEROF 7) KVJHORIZONTALCROSSSECTION VERTICAL CROSS SECTION " Ps 2 t— 1;9)6 2 5. 15. ti '7f 11 i11111 . O n 2 I r , o 6S KV: XTERjpR INIERiOR x a; l2 i r l ! Gl G2 MTERIOR 2 l I jj10, J f r 3 c EXTERIOR >: I ' HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION fs 44"MAA, O.C. flyp.) MUCK MASONRY OPENING BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. CorKlefe anchor locations at the comers may be m4usfed to mointoin she min - edge cbIonce to mortar towits, 2 Concrete anchor ioccliom note as "MAX, ON CENTER- Must be 04"Ou to mcwnJoin the rrwl. edge cwance to inwor Joints, O&OX)not concrete onctlols loy be reqtrred to enswe the "MAX. ON CENTER" dimension are not a ceeoed. 3. Concrete anchaf table: 2X BUCK MASONRY OPENING ANCHOR ANCHOR MIN, MIN, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACEAIT EDGE ANCHOR ITW 1APCON ELCO 1 4" 1114- 4" LULTRACONWOODSCREW 0ZIALLABON NOTES: ok)jaln a wintn 5/8- edge "once. I-endd5tOnre,& I-O-C-SpOdngOf wood screws to prevent Me sphtlrag of wood. 4'MAK OC, IT-?,) FRAME ANCHORING 2X BUCK AA z 11 lit 3;, Z z aOG n NM6 A S.: 4'MAX,. O.C.(TYP TYP. (i' 19 FRAME ANCHORING 2X STUD 2X FRAMING TO Of DESIGNED BY THE ENG R OR ARCHIECT OF RECORD BASED ON WND LOADS AND ]HE CLkDDING SEV'01, USED. BOE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS fOR RIGID PVC EXTRUSIONS". 5ib11uccoImsfu 0.64" Gi 3/4"OVERALL 7HK, CLASS 5/37AW4FALE0 I/TGLASS 02 AIR SPACE 513T ANNEALED zo 4 o.. AV. ozo 00 4 6 0 IL 314OVERALL Ti iK. GLASS 5137' It AIR SPACE 513T TEMPERED m T I 2/1512017 Florida Building Code Online Comments Archived Product Manufacturer Silverline Building Products Corp, Address/Phone/Email One Silverline Drive North Brunswick, Ni 08902 800) 234-4228 Ext 4644 Jonberrianaslbp.corn Authorized Signature Vivian Wright rickw t,wbldg(*.orisulLanLs.coiii Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaldecone@stIverlinewtndow.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 ). King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence ELI 4 _)- I_a_ (-Q] 7RT--ICA Ef ',NDEPEi -h,CE jfj Referenced Standard and Year (of Standard) g"dar4 Y-" r AAMA/WDMA/CSA 10 1/ 1, S. 2/A440 2011 AAMA/W DMA/CSA 10 1/ 1. S . 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM Et886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:i'lwww.floridabOlcIiixg,org/pr/pr-app dtl,aspx?param=wGEVXQwtDquZRj59/oMrx2300PLxr2KHVtY2q3r%2bl%2fkKQkl)oy9GAA%3,d%3d 115 2/1512017 Fk)rtda 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 ELL-Q-_i.,R3 Egw,, Ft- t 1918 ILEI wi of 5tjPdir,,,, Lr Sections from the Code Product Approval Method Method I Option D Date Submitted 04/ISj2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 40 40 Page I / 2 431 40 FL # Model, Number or Name 1491& 1 a. Model 4100 / 9 100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant; No Design Pressure: N/A Other; This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.1 - 2010 FBC version for Historical Documents regarding this Approval) Description Extruded PVC Picture Window Installation Instructions F1.149 -113—F-1 —11-2—s Verified By, Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL1491-9 R3 AE E,,11114918 I ndf Created by Independent Third Party: Yes 14918.2 b. S 2900/4900 M 2941-295L/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use In HVHZ: No EL1121a R I In Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,2 for Design Pressure Ratings, any F L1491' i R3 AE EvAl 1,4413 2 ef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper"" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 149183 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14918.4 d. Series 2900/4900 Models 2942- 2952/ 4942-4952 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. No Impact Resistant: No Design Pressure: N/A Other, This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918,4 - 2010 FBC version for Historical Documents regarding this Approval) Installation Instructions 1918 f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL 141) 18R3 AE ELaj_ f%1,2 1( Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill Twin Picture Window with Nailing Fin Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 1` 1-14918 R3 AE EyjLj49jL4j)d Created by Independent Third Party: Yes 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 ELI-_-_1L1j1j PIE, LILI491a.5.Ldf A_ https:;twww. Ooridabuilding.orgiprlpr_appjtl.aspx?param=wGEVXQwtDquZRISW.2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAA%3d%3d 2/5 2115/2017 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 R3 AE _Eyal!,013 i )01' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 149 L8,6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No 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 ELI4113-21-AL5x? —11 9 Building Products, Corporation (See 14918,6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14%8.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 (a-t I49LaLp_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: See INST 14918,7 for Design Pressure Ratings, any ELIA211 RI_Ak v 1 14 _2_2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.8 h, Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 4941-4951 Limits of Use Installation Instructions Approved for use In HVHZ: No ELL,1141j, R3_H In 149 jj p Sf- Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any El,l ILIJ_ R3A L. I I I -) 1, f _t _L2SL additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 9 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No EU49 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any L14913 P,3 AE Ey,3i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, t4918. 10 Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ; Yes 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 I Eval 14918 10 Ddf EL1149118R3A- additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 149L8, I I k, Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ; Yes 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 ELLDLq RI_Ar- additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14913. 12 1, Series 5800 Model 5810 Extruded PVC Fixed Window/Stelelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No EU49 , R L4 If Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any hUps:,'/ www.floridabuilding.orgipr/pr_appjtl.aspx?param=wGEVXQwtDquZRI59`/`2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8jygGAA`/`3d%3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product F-L1-121,J Pj A-,il 4,` . particulars, Created by Independent Third Party: Yes 14918.13 m, Series 5800 Model 581.0 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No EL149113 R3_1' 13 pd( Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other-, See INST 14918.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.14 n. Series 5800 Model 58,10 Extruded PVC Fixed Window Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other* See INST 14918,14 for Design Pressure Ratings, any E`-149_15_R3_AE v I L491 L4 dif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o, Series 5800 Model 5840 Extruded PVC Fixed Window Transom with Flange Limits of Use Installation Instructions Approved for use In HVHZ: No FL14218 P3 11 1[ Approved for use outside HVHZ: Yes Verified By, Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918,15 fur Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, t4918A6 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14g,8 R3 11 [ri-5f_L4913 1: )dt 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 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No Er 1, 4 'R 'n 1 4 9,f 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 FUI-4918 R3 AE tal_jj2jqL_7 f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL1121LR3 II [nst 14918.18. 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: See INST 14918,18 for Design Pressure Ratings, any F_11R'_3R 3 1 12U 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 FL14913 R3 11 Ins, 149118.19 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 FL additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, https:,;/www.floridabutlding.orgtpr/pr_,app__Otl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r`/`2bl°/*2fkKQkbg8iy9GAA`/*3d%3d 415 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 :1-!,l-41-1'-l?L-T- 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 EL 14211i-Ei-if--LAUH 8.2Q cif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0. 4) 0 Page I( 2 0 0 Q"tact its 2601 l3la., Stone Road. The State of Florida is an AA; EEO employer, Co right 2007-2013 State of lon(JI), ACcessIblilly Starerpent rf n 4 el'11"11 Under Florida to,, !Mad 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 entry, 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 all email address it they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If vou do not wish to supply a personal address, Please provide the Department with an email address wll,cp can be made available to the public. To determine if you are a licensee under Chapter 455, F.S,, please click q2r, Product Approval Accepts; 9:1 L09 EE 0 https Jwww. nor I dabui ldi ng.orgtpr1pr-app_,dtl.aspx>par arn =w GEVXQw 0 quZ RI 59% 2fD r x 2300PLx r 2KH VtY2q3r%2bl %2fk KQkbg8j y9GAA%3d%3d 5t5 SilverLine byAndersen W I N D 0 W S SERIES 290014900 - MODEL 2941/2951 494114951 EXTRUDED PVC PICTURE WINDOW NOWIMPAcr' C,pjER L _NOTES 1, This producl has been evaluated and is in comphonce with the 5th Editon 12014) Florida Bulding Code (FBC) sjtucjLgcl requirements excluding the 'High Velocity HLmticane Zone" (HVHZ). 2, product anchmshol be as Nstecl and spaced as shown on details. Anchor embedment to bole lend shall be beyond woll dressing of 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 1609.12 Of the W. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck mosorvy construction. S. Site conditions that deviate from the detaft of this crowing require further engineering onows by a licensed engineer of registered architect. TABLE Of CONTENTS SHEETS LifsCRIPBON genera notes, 2 }tor id &-!LertK d cross sections Buck & frome onchomg 64—oTW;61,iroB, Cie" & components 710—Y nVrO]IJ i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSE) FLANGE FRAME DA'O, INEGATIVE DIMENSIONDIMENSIONDIMENSION - TYPE POSITIVE 72, 98"x 74.98" 72.0"x 74.0" 67.0" x 69.0r G1 S0.0 50.0 N, T, 5, R, KV 2 3 o s li" g FIR CG A 4 EXTER10? INTERIOR,/- 3"\( 2 I- 114'MRA, r.DA& TYP, fi2) aa: wmm,. Y C3) INTERIOR 74 Hz 3) 4 T S Kv HORJZ QKTAL CROSS SECTION, VERTICAL CROSS SECTION t Fs 3 21,) I 114" MIN. EMB. Typ, ATERPR, mm HORIZONTAL CROSS SECTION 3.) Shown w/ I X sub-Wck EXTERIOR 11 11 INTERIOR 3 J'1, VERTICAL CROSS SECTION of z O:F46 2 1 VERTICAL CROSS SECTION St)own w/ I X suit -buck EXTERIOR Alf 4 VERTICAL CROSS SECTION i--13,l opion masonty A 22,5 MAX, 0 C. (lye.) 15" MAk N A O.C. Ityp') I I)TYP. TYP, 2XBUCK 2X BUCK j FRAME MASONRY B)SILL E nz SONRYMAtMASONRY OPENING OPENING MASONRY SILL E iv 4b E, J SUCK ANCHORING 2X BUCK MASONRY S* MAX. O.C. Pp.) typ Typ. IX BUCK NOTES. 1. Concrete cwjchor locations at the comers may be adjusted to mointain the rm. FRAME-, age distance to rwwtarjoinls. MASONRY 2. Concreteory-txx locations noted as "MAk ON CENTER" rnust be adjusted to fnahntcun the ruin. edge distance to mortar joints, addt;onal concrete anchors MASONRY SILL rnoy be required to ensure the "MAX. ON CENTER'dimension are not exceeded. 3, Concrete table: OPENING MASONRY 1z anchor SILL ANCHOR ANCHOR MIM MIN. CLEARANCE MIN. CLEARANCE 7 TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR 0, IZI Ilw * 114" 2" 4" 0 TAPCON EtCO 1/ 4" 4" UILTRACON . JFRAME ANCHORING KV Z iyQQD SgFky MIAL LAIJON NQTES IX BUCK 1. Maintain, a minimum 5/6" edge distance, ;"end distance, A1"o.c. spacing of 0 wood screws to prevent the splitting of wood, S/U Of MATERIALS lTEM DESCRIPTION MATERIAL 3 MAlN FRAME BY SIiVFRi3NE 52-2151' VINYL 2 GlA1iNG S£AD SY SILVFRLlNF #52-221T --- VINYL _ STEEL _ 6 GLAiiNG COMPOUND SILICONE 7 2%SUCK jSG> WOOD 8 MASONRY 3 PSI MIN CONCRETE CONFORMING 10 ACl CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90_ 9 114" MA% SHIM SPACE_ i l 119" X 2 3/4` PFH fLCO OR ITW CONCRETE SCREW _. _ STEEL 33 GLAZSNGSPACER - STEEL 34 GLAZING SETTING BLOCK l7_WOOD 38_ lJ4" X 3-U4"_3ivVH ELCO OR iTW CONCRETE SCREW 19 i^J4" X 2-1/¢" HWH £iC0 OR 3TW CONCRETE SCREW _ STEEL A Z: • w '•,ttj 7 U::#c Q' q =z nofa - rcA: J O q LL 3/4' OVERALL i jc t''* o F o13) 1rIK.GLASS '>>ittt ti o n z U N y v U Q XIT4a1 - 5132" ANNEALED f w m o r O An. ' % maces. A;R SPACE] 5J32" ANNEALED r b 8 3 1 J2" GLASS 8#TE z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS", GI .GIAZtNG AFT 1, r. 7 4h 3 2,95" _ I I Z 3 Tg 4 hire S 7 jpSJ' d j GtADNG BfAA cc yr eKr _ m 3 MAINFRAME T`c'-... J ur....' t 1 2/15/2017 Florida Building Code Online 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@jarneshardie.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(o)jameshar(lie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 C I R' -C r ifl -- 5 4(-JLI&je Referenced Standard and Year (of Standard) 5tandard ASTM C1186 ASTM E330 Y-"x 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELLILiL R4 _Equi https://www.floridabL#Iding.orgipr/pr—app_dti.aspx?parain=wGEVXQwtDqtsk°/Q2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbgA%3d%30 1/3 051WAILIffil Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 13192.1 Cemplank Lap Siding Method I Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122,04. 13192,2 HardiePlank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Description Fiber -cement lap siding Installation Instructions 3L9 2 _R-j I R fQP nk metal wood df EL12J,9_')R4 Verified By: Ronald 1, 09awa 24121 Created by Independent Third Party: No Evaluation Reports P k rnV vvj2g df df 1j192_P4_AE NQA_LLqL22_Q4,q_rjf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13t92 R4 11 ER R -25 7-1- Plan', 1—i-1- rMt, FL13122 R4 IT NOA 15-0122,04j2gf Verified By: Intertek Testing Services NA Ltd. Created by independent Third Party: No Evaluation Reports FL13192 R4 AE ER R[0-2553-15 Plank metal (if Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: 13192,4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.5 Prevail Lap Siding Limits of Use Approved for use In HVHZ: Yes Installation Instructions 4vmr FL1,31,92 R4 11 Install HardieShiriaLt5Ajnf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL. 13192 P4 AE ER RIO-2555-115 Snirqle metal wood,pdf Created by Independent Third Party: Yes fiber - cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL1, 3192 R4 11 ER R -2 -7-1 Plank 1,11irwll. rr,111. !f FL13192 R4 11 Install HardieShinale Sidinci odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FLt3192 R-V AE R R1 -2 ELI 111Z R4 R -25 Created by Independent Third Party: Yes fiber - cement lap siding Installation Instructions FL13192 R4 IT E• xgQAf https:! AAtww,Ooridabuilding.orgtpripr_fipp_,gti.aspx?param=wGEVXQwtDqtsK%2bGnUu47oqxmaHRnHI104CXwhKRqKDf7RrxWwZsbgA%3ct,lo3d 213 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 HVH7, install in accordance with NCA I5- 0122.04, i PI EL_j319? Rat R-1319? P4 I' i\ioia' '5-ot O'Icp '4 Verified 6y.'Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports El 13t92 R4 AF ER R(O-25 3- Plank FU3192 -PA 5 _B j A-P 1. Pla rjk' tr v1jSP She q'Ln pdf Created by Independent Third Party: Yes Qantartkjs: The State of Florida IS all AA/EEO erhi-,IoYcl. Cooverr ht 2007-201jr SLMare of FI n,c, Pnv I - ir rr nn : Accessibility statement : aaLuh 'Mut 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 SS0.487. 1395, "Pursuant to Section 455,275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under cinaptcr 455, E.S. must provide Zhe Department with an email address if they have are. 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 P,sca, dl address, please provide the Depia, -tment 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 bjoL, Product Approval Accepts: J LOA E-1 CO Grec"', Card Safe httpsllwww.( loridabLiilding. orgiprlpr_appjtl.aspx?parain=wGEVXQwtDqtsk%2bGnULA7oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsl)wlo3d%3d 3/3 Florida Product Approval HardiePlankO Lap Siding For use inside HVHZ: 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. 0 For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank IOMI-11, Lap Siding JamesHardie SELECT CEDARMILL` , SMOOTH • CUSTOM COLONIAL"` SMOOTH * CUSTOM COLONIAL"' ROUGHSAWN CUSTOM BEADED CEDARMILL' # CUSTOM BEADED SMOOTH is STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITEN APPLICATION INSTRUCTIONS MAY LEAD TO ) PERSONAL INJURY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE "PRODUCT INSTRUCTIONS. INSTALLATION OF HZI01i" PRODUCTS OUTSIDE AN HZ10,,` LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WW1iV.HARD1E.7GNE,COM OR CALL 1-866-942 -7343 (1866 9HIAROIE} STORAGE & HANDLING: L CUTTING INSTRUCTIONS X i f (JI f al Kk it I,, J, U "T :urh', tX's" -,;Wl.ra i lf e i r ; -,"1'73 j I, f IJT GENERAL REQUIREMENTS: HarditP!ack an 3A rg -,sir ;,e t"!aced ste '41'ac"Id i( 4" o( I rect:/ c 7 3,"e rqet-eai fl's !ei-,g fr'j—xq ard,ir,?'V xc:,aw mcr firis,,.fl vv cak)f n ins!aflfrg - as -cwi iar, A,,e cx: n iH Tech Bulletin 19 1: ,v,r.-v arwxr!e o%t- w A,,vater-res- 31,.,e b,,.rr,er s f, an,-(IrC,,,nrce .,1111, ocl-i, "ode P"t, vat6'-r,;sst;ve dint, ef —ust oe air iorraiety rsta:'t.d per -CI, -g ,, I .", 1—e -4xle ,v I ]ss;-I—e ro t" fol rf II il on flasr ro r vIP, (I I -Ae, f,qt, riif 'rts 1, 's i Bar, er a 0, , Vl;er -Ilil" in ,-Ii, "'AcvC. Adlac'M fv,,st-e; Qf-,v4e, s oCe fig` , (I,e L't-, 11n, I, "'t" 1,(; d t,/pc'0J'i a --'; ixl )f 6"l- III(, rsl: 1 Figure I Oouble Wall Single Wall Co ro 1,se , I I rr i rlav-h as ,, dv(; r f,sc,a ("r Construction Construction r,(-) i'd 1-3i, a 1 Av-es Harde prcxua (,cr Ira! tre", Ip rciu0w(, awd eih, spar ye!, " rd, or arn t,C', sl,ci, al take i'c, erlat:or I", i, e s e !,a (,es c 3, ape found r I, e T",- ca u e I < 1) -7 ;;CI' .E a r t r "s t s If Jaw -,es Haid e S 1xq Pr)( lucts co— e 00, tar }i ;a;k;doasp j) Or t,tl,l t ,at:rg e f,-xu-,!s iri I , NSTALLATION; JOINT rREATMENT Figure 2 Tl , cde S lG1W Haz nv,rj -; ainuls I- C, o, -as(;Ils Is Al 6 L 2 X 1: WARNING: AVOID BREATHING SILICA DUST A J, Tj J Tn rJ7 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 F(jure 5 Figure 6 Roof to Wall Horizontal FlaShing Kickout FlaShing Slabs, Path, Steps to Siding Z-Flashing As IRC required 6y code min, 4' x 4" 0 not caulk Figure 7 Figure 8 Figure 9 Figure 10 Figure I I Deck to Wall Ground to Siding GLItter tO Siding Sheltered A rra a s, Mortar/Masonry Flashing iing Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension M A FASTENER REQUIREMENTS *' 3-11M \iMirg is t"e fT et`lud 0' Invall""! "'[' G, pie I k a!' i 'flll' e js\'! CT", T reas, a, d mist 'C( i,,e _,sed v ti;irc" ailwcj se.' Ji lecllw'f _ ,r tti[ c?. (.reef i, ng, 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 nol '0 09" srark x C 22 x lcn7gi 1 ga, roofirg 7M S-0,1K X 7 2'_ Screws - Steel Framing Tl alef- head )I ="qvval6rq 10 4 lc^g x enet; ale f ds i tali !'r t" I Nails- Steel Framing F PantTasz nolL. U ,(;uivafen' Y, C, 31 ails !ni " st ht.. at., mrirn,;(" 3,ef11 0$8 minimum 7116" X J, " X jcng x FACE NAILING Nails - Wood Framing C 11 _" s^ank :t 0 Hfi x S (vig nial 1) t"9 snar x 2 2 -4,C 4 2" cq, Screws - Steel Framing Me', ir No 8-' x 1 lcfkq x Nails - Steel Framing ovis rvs',' OS13 minimum 7/ 16" ail '9 shirk 22' E x ic--' Figure 15 MiniMUM overlap for Both Face and Blind Nailing 1 1,4' Laminate sheet to be removed immediately after installation of each course for ColorPlus" products. inc GENERAL, FASTENING REQUIREMENTS i: "X.ts. ,i Tl" "Ijl-wf-, i> 'c 'v_1,_", Ml_ n'! it "' r s "'al Do 1Q ", e' cf '!IjvIls In x`CIlc- Mail i"c(: ri `kr -ail xi 5-,: ,!1 1 'It l '!g L v„n la ls snu .11C! '11: la"!' i "[X' 'A"' Do not use aluminum fasteners, staples, or clipped head nails, 7-1-9, RMPNEUNIATICFASTENING N UNNA OEM= P co lai` tli ''X :H 1'65 Ji( c' jn,': C' 1 1 Y" eaO I CUT EDGE TREATMENT le' O 1"J Ha, F 1-1'est ; Se "1!1 F"'lstccler"" Jolf1 Se'd'it NCl,',-Iss 2,5 )! 'xve' o" ,1 1_11e't of "t seals,-" 'C' ciioc 3(,c,,r,ivce vat, - I tne ishe, I 6t', Cllc,='s Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. G,OLORPLUS' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Tie-, "W" I _cse 01 Note: I '. X' 'V, " '_' ;*: ""c", 4 PAINTING JAMES HIARDIE' SIDING AND TRIMPRODUCTS WITH COLORPLUS' TECHNOLOGY 3 s' OEM= P co lai`tli '' X : H 1' 65 Ji( c' jn,': C' 1 1 Y" eaOICUTEDGETREATMENTle' O 1"J Ha, F 1-1' est ;Se "1!1 F"' lstccler"" Jolf1 Se'd'it NCl,',-Iss 2,5 )! 'xve' o" ,1 1_11e' t of "t seals,-" 'C' ciioc 3(,c,,r,ivce vat, -I tne ishe, I 6t', Cllc,='s Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. G,OLORPLUS' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Tie-, "W" I _cse 01 Note: I '.X' 'V, " '_' ;*: ""c", 4 PAINTING JAMES HIARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY3 s' COVERAC-3E CHART'ESTIMATING (.-3JIDE COVERAGE AREA LESS OPENINGS exposure} HARDIEPLANK LAP SIDING WIDTH Zr49 @-- 2 8 K, ic 74 7 3 s3 225 ic 3 94 325 HC 21- 26 i 92 81") lg3 i53 2' 37; 75C 41112 222 88 i3p 4i- 21, 256 237 24 4r,C 21, dy Sat 22? 472 252 243 13 llcC 2w8 297 2`, -1 2145 2 37 28, 4- 236 32C 290 41M, 25c 2SC 36 11, 9 Alr, G!,ICJ S""JeG* c iu(n a> cwI(!lfl9 v 1,5e =s f-reavl, 'Is a jula, S f of 0, 'Inclof N NIT f,-- Ej 42C 3S 3 VeMlltl, 'c tx ,.swxr! -,-I v ri TNc =xmq rd me u,q,3mr,31 x, 3,,,rg S i!so eC ^q r,a, 'u ap:iratl, 'ni. J -s 4,Tjeas lic 2,18 2 la! tctta rs lgfi-d8v 5,1re )urri :uAd li,4 lio '2 ),99 19"'t -,t -11,1C mazv 1-Rda 'exas epatLma tlrir;Srrar.e M,, % "aWcu-, 1,4 nsw, , , cse ,cc3t, 'e v lv,!Icrx rt_ 1,e iultXlilty ""s pec!nc iC I - safro -' ardle Ili 3NA, v", " er.",e a,re irj: e yq S,e ao v,n, Additicr,al'ns', aI!aticn Irfcrmiafion, Varrarlues and h` iwings are availabe at MY'N ame3n8rdlie C,,rr Lro-11 JamesHardie 11119,P4 4 u, 1 I 1 2/15/2017 Florida Building Code Online 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@lameshardie,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 @Jam eshardi e, corn 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 I If Referenced Standard and Year (of Standard) and YM ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL1326- _REjuiv CI 186 EquivalenK.1 i n gf https:i' twww,noridabuiIding.org/pr/pr_app_.dti.aspx?parain=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YLiS"/`2bAvrlW7KTav2gCcCpg`/a3d*/`3d 112 2115/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary ofFrocillucts FL # Model, Number or Name 13265.1 HardieSoffit Panels Method I Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Description HardieSciffit Panels, Cernsoffit Panels; fiber -cement soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes EkjJ_?raLRj_Jt'_ Install ljardieSoff l. df Impact Resistant: N/A Design Pressure: N/A 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 wood metal,vdf FL13265 R2 AE NOA jj:9122,94-f Created by Independent Third Party: Yes Road, the State of Florida is an AkEEO employe,, Conyr-ght 2007-d l n nyac glo :, &C2&l;lilQv statement ': aefqna 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 riml 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(t), Florida statutes, effective 0(7oper 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 Derailment with an email address, which can be made available to the public. To determine if you are a licensee under Chapter 455, ji please CliCk tarj_ Product Approval Accepts: RED Rig EE 0 https:l/www.ficuidabuilding.org/pr/pr_app dtl,aspxaparam=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 2/2 Florida Product Approval HardieSoffitO Panel 0 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. HardieShingle"'"M-10 Siding JamesHardie in - "EpSTR, A I G 11 S FAGGERED r--.DGi(, HAJ I IOU A L SH I NGLE'S F FFF,,`,T:V'z SEP TFNJ, 2G, 13 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 INSTALI-ATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZON E',' INSTRUCTIONS, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WVW,HARDIEZ0NE,C0N1 OR CALL 1-866-942 -7343 (866 9HARDIE) STORAGE & HANDLING: LS CUTTING INSTRUCTIONS a.rki ',r !(;o P`lec! In .x th J Jd, to .f I "ifsvt i-G aral )az X" `,, S: Itl',`,. 'Y 'G r,%-Ki XC,, CI f i't" GENERAL REQUIREMENTS: 0 ha,::ieS11w'gIe ran :;is!a11e,: ov! 2 'o x,—,-! h JH TeCh Bulletin 19 01(-t s i-xf;tt is It,cC'e!!Z T "'I" +0 'I"iC ILI'1001' i!) v's in)n 3 6 I "cc,r ,, t "X?l Icc,11 nr1i ur u In "It" I; !Iot I "JI <<"es 1 ia I .GU ,. ail: ,Ia " I, In in I I 7!dri :I i 1:f srJog !ravfr sav CLEARANCES o r 3a ,I:lt 1tie h", . e I 5 1i 1! Figure 1 Figure 2 1 cu'veto vli; ltli,xrll Figure 3 C. s Iasiwlq 31c coi.;weras I, 31 1 c rt'l Figure 4 WARNING: AVOID BREATHING SILICA DUST i' Q. _j o'O", :,Ti,Wl 1;J,,.Ak, ,,I, jn S t i t _ i Tc, x j %'j it x 4 J.j am Figure 7 KICKOUT FLASHING I z W, ,,, :( ", mpn ad on d we WK 0 sow Wws wee 3 W my sx 3 %4""M T-e mof MY on "aMad w1h Vas Haar rg 09era me ow winnums CIA a k= S. lowt No, p. T—M vr a as I MnH I A 1AW0 coma 0 a n", 01PO4 i to woomo -r !Uvw To WS! Figure 7, Kickout Flashing AN Me= me anq on te to j Tiq o" veamm rvo a , ckmt m reqms! by PC nale R%5 23 3 , Worg soil oe I m r I v np WW c O&.' Amu &mv KawwM Me &Wy A xqh smar TRIM CONSIDERATION: ON& aspow ONW I azmnj Tr dam 2 prm ?" can dKv a x 1 xi ", la 74- I-q, da A A! 171my 5N Flgur¢a 313 GABLE INSTALLATION: BLOCKED PENETRATIONS plataxns Mao asn. an no liza'ArMKnW3 ;nTo on 3 N ct f Installation over sheathing is recommended (Required for Individuals) for gables.* M MP ymy win a py 0 My smW ad WX a no TV W" Mmm" vi, 0 , T 0"', of am ly lvbw it own Hy ou 3n, a ink r",e I kwaae Z 2 0 nso aw 0 1 TO Tw WC 0 Xw me vx"q on, 3 sAY xW el "`tie f /,-"j, 1 , ' 2" .la* 5 We MW 3 V Sow Wn =Mm so mm V wywU as pir 6 So XV No ow a DWIW - TWWg Me Im pre W Me vNical hw hilt 0 Cam! T pu as UWY mNgrr elm yvnvo,; 7m'n Jov"!- the fir st'o,"', i"D 'i'Ostlm'es srwk Iurgm; T Dion IS acyc"nan, C xx" y Ndys 5 0, Y as 3aw No M-Y yn v S"e onns Sig 5; w", I man sinus EV, in D, son TW WWW* j khown r 7 At 107Y it 6 Wn ?Ayr, 1W PC SUC 1 at k P 0 V P";M04 QQQ P*, 1 40 soon! So MU car 31 we nemy We As Xd MA OW M, JU AM gade n0ike W X0 W XY 70 NOw jW CA IR qp MOM Or COMPS I "I XOO Ems Gas song = W No 3 ' 8 GK lann- nmW1w xw QJW,-;, Mae Wr : an ymg wk U"v avowal 0, me n7s 5: Oman a, I' -an VOW, Fjwa 9 Qum 12 Figure 10 Figure 13 Figure 14 Hs"Q, PZ5 81" F.Ar7r HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION I t,,-1 16 r 24 7, If' gap fol Figure 15 teos 1- 4 awlln q -iill IF - + 1407 NAtL -HRIOUGH 1 6" HarmeShingle, Staggered Edge Panel Installationti a;Uii Har a,it's P'!%F THIS + 4,r jj1S f,iS I & 17t E ,sw e keyw3yS JQ U(,' W S -S ne!l rls!afl %Ilce !-a, 7— 2 plac rst parpi so r,at pare em, s )ver stlA Trifn parel as rc,eded ;U+r tt,,o 01 r itisfillinq -,,veF a ni F', Wwf ;:i at,y rzor•al S,w leav,, "14" -Jar net1,Ieer, hOrto;r of SiO ^ Ir; tia'sittierg Second course trr, first Panel 3 4' to hit -enlet, of Hat,iePlark S,',j r*,e rj, li ne fwlhioit stud bap d (r. q I t r,position nadion nail ine and secure Wo framing Jlclily Ille Only wnen appitcat:on is to min,MwIr 7,16" !hick 4PA II !t l iacoI(v: tttirlu, lv',ileWvcnkill rated sheathing. roSifonnails on nail line spaced a maximum of 13 3,4" i Allow M' from panel edges avv , oc:),a Iarw nq euI elI I to `:le r f S teris 5 & i 1I,; !s Rew Stub 3 1 8 min gap for caulk SMr', tile (;Gwse, I'vi :efrovirig ine equrialent c' Fv:vtiei; Ifigs 1551 71 anfl I ptlt stqp I V Note: For aesthetic purposes you may trim second Wit[tsi't jr,,,.,, 2 )!e 1wil 1-, third Course edge, If doing so, ensure all CUtS ends are I the bottom of the panel to create a straight first properly sealed and painted (fig 14) L Figure 16 1 4 gap Do not C31,lk band board HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE pane s , o! oIde,vall 31„hcatmns fr,, avAanfi,- if) 18, 7" EXPOSURE HARDIESHINGLE " STRAIGHT EDGE PANELS IN TIALLATION Et -'ER ED E. D 6, L IS t C '-'0 Figure 16 Trim 1 S' fn1n t— r water 1 B 'nif gap to, i c c toarver gart for caul :awk T t ------ --------- 7" atifbP L----- ------- IT 11„iL T,Ifl,', inO 7' second 7" i course l + first o a f f urlr-est stt, d iap $i(! Mg Vvpsecond trim first pane, 5e T 0,,ir5e to lin artte, of Iard,ePlan stayer posltlor noels on nail tine and 5e,Uriewheninto ` raining Only when arp(jcat,or I s to "InItrur" 7 !6" thick APA ratedsneathirigposition mails Di-)Ifl fle spaced a maximum of 13 34' oc Mew 3,8" from panei ddqles HARDIESHINGLE" STRAIGHT EDGE PANEL COVERAGE ISti,2,11, 115 613 HARDI ESH INGLE" INDIVI DUAL SHINGLE INSTALLATION VSKYWP u r , WaAW Figure 13 TW i I Min WP 0, Fastener Requirements caulk CW, XOTIOX, 2 urVp 05, PLC Wn or(osu- ! , S;st !-ak-, ar', i I siM! 11 1 1 E Vwk W Ad vWwg HardieShinqle" Individual Shingle Installation Do I Ww"Uq a me >11 nak spnoxx anon NJ- --Wh nnourn lap o' /2" ,,itweeo anussre min% MU A A 1 Invo 1 1 T Sao to 3m 13 am Hymemy gog z mom WW 0101,, an we ad raq to Insw was par rAac.ed covrryarcls fig 13; snal snym Kong 1 1 1 Ann 0 wA W Wr inownNe me cwwe Aul 91e M11 4 SW Q moM owse WaMq a rMVWM AP I ' 1 2 WMW ywaye cman apm fon we mo aunig me or Panx was 3 Way 0 in Mo Woog too 2 axp 5 At Mac qmn* a =W Figure 19 HARDIESHINGLE "' INDIVIDUAL SHINGLE COVERAGE WW=W sm"s a memo anyus X1 naduh n nwac now in 11anwin WIN nonvo me man , T X 74X W Shingle Number Pieces Width of Bundles per Bundle my%" 3 15 7" 5-1/2" 6 15 exo 3 15 him, 6 15 101, 3 15 Gamer oestionnals or, nail me a fmnrnum 3T, from edge FARDESIKINUE"HALF-ROUND PANELS INSTALLATION Fastener Requirements AMW Saw 1 mr or rc 1 7 MICk iWA "e(,'SIMVWJ, Figure 20 HardieStongle Half -Round Panel Installation boardow z4'_ 7ZWeWrl0MeQsOakSinqarKmaiVMSmnsmo13gaP or v m Mwa4q X) Frsi,p kipvays,,,1, not lrex :r Wsqnerit moms .1, 4— d 1 MSTH a , d A Ira 5W TV vmv j 3 , 4 Wy Hawyxy !M DO NOT Wq W& XW,-,P THIS AREA 2AWn ""wl So raKwd wo w*m Aa Sul Im W K 4 LC mama By is an Wa MW i a as Wx Us 20 fher mWkj of 3 0WO W! A Am 1(TXWW Afro AW d x"s mom, sum Q twig to bvwg 1 Ww" inin y"A e1wwovInomelov I, me I'll W: A SW wen sf:ma a 16 W _r2`4 ,U a_jaW, we CA TT rw 110 9 S I MSy"WYV=yXn saw 1,3 correct WVMent Wn W" am framwg X SW to Mi WnSAY nw"Wg 02 ZAONT 0 ncal TA An a A= pmms mmes jj 15 & 17 at rwat My 3, Only oiharl S to n WIMIUM 7 W WK APA Q CoMun a Me W nunrg AM 2 A"q 6 a I XON !Mr S MCC rated Watrng postmo cads waced a mammum 13 IN o c HARDIESHINGLE HALF -ROUND PANEL COVERAGE A,iew 3,8' from Panel euSes Uvr-7 i,a' Hard;eP!3r1k starter nap sch" step Space snwqies max 14 3PW r0f ;WWPwepll Fetus M Wceme oume MW No pme, —l- 2 At "Wh"t SWd Wan K sop WV song HT- 21 PQ i 13 CORNER DETAILS A. Panels butted against corner boards B. Panels Putted against square wood strip on inside corner, flashing behind CU, Laced OUtS010 Corner D, Laced inside corner ininirruri (1 ") thick trim WINDOWS AND DOORS 11 , Building wall components such is windows, nooks and other exterior ,vaii Penetrations shall be installed in accordance with the component manufacturer's vintlen 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 tie opening and using the resulting piece may throw off the spacing above the break, PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Figure ', Fasteners must be corrosion resistant galvantied, or stainless steel Electfo-galvanized are acceptable but may exhibit premature corrosion James Hardie recommends the use of quality, IV -dipped galvanized nails, jarnes 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 reporl, for correct fasteners rr, e and placement to achieve specified design win(,' 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 docxnantalion Drive fasteners perpendicular to siding and training. Fastener heads should fit snug against siding (no air space). (fig, A, Do not over drive nail heads or drive nails at an angle It nail is countersunk, fill nail hole and add a nail, (fig 13) For wood framing, under driven nails should be oil flush to the plank a,W11 a hammer (For steel framing, remove and replace nail) Do not use aluminum fasteners, staples, or clipped head nails. 17-1 countersunk, U\,:,N,l fill& add nail J—v snug trust) mi DO NOT DO NOT Figure A Figure 8 under drive nails staple James Hardie products can be hand nailed or fastened with a pneumatic tool Pnourriatic 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 pneLlITIMC tool is recorritcended. 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 prinre, all field cut edges James Hardie touch-up Ms are required to touch LIP CclorPlus products, CAULKING For best results use an Elastorrieric .!0im Sealant complying with AS)" M C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with AST IVI 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, oil/alkyd base paint, or powder coating on James Hardie' Products, James Hardie' Products must be painted vvithin 180 days for primed P1001LICt and 90, days for unonmed. In addition non ColorPlus' product versions of HardieShingle' Siding require a field applied prime cout. 1 00% acrylic primers and topcoats are recommended Up 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 & IAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products, During installation use a wet sof? cloth or soft brush to gently wipe off any residue or construction dust lei! on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using fire ColorPlus' Technology touch kip applicator. Touch -LIP should be used sparingly. If [age areas require touch-up, replace the damaged area with nevi HardieShingle' siding with Colot-PILIS Technology Laminate sheet Must be removed immediately after installation Of each course. Terminate non factory cut edges into trim where possible, and caulk. Color malchea caulks are available from your ColorPlus' Product dealer, Treat all other non factor; cut edges rising the ColorPlus technology edge coaters, available frD(-,l your COI0rPILkS Product dealer Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColcrPlus Products. Problems with appearance or performance arising from use of third party touch-up paints or Paints used as touch-up !hat are not Javres Hardie Uldi-LI2, tvill not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING DAMES 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 rrilcietu Repriming is normally not necessary 100% acrylic tcpcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating no James Hardie' Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT Caulk nail heads when using Colof-Plus products, refer to the ColorPlus touch up section PECOGNI,"MON:41 accordance vshCC ES E,,,zvuatcr1 Revorl, ESri tiairw6lifigile, lap sarng s fecch3pi7tda." a sutar)ie ailerrwa ,kk That p,(;,ked to 1,,e 206,2009,32012 ritelviatonal ResiWit,al CVje HarloSirritIto ap sitting satso tecogrtzm for apollcatort ift "Pie, foWm9: cry u Los Ajigeies Research Ropor No 2a862 State of F Ccda iszinq k#989, Wee Corintoi. Fuea NCANo 02-009 02 J S Derx &Hx 'AXmais Ro:ease I 263G Texas Cepar-trew off isurarce Product Evakta,:co EC 23 -,i of New York `15t 223-93 M, and Cai4ornot DSA PA-019 r-keso docki,riff" lueld also amitionail nforw!orl corcermig Te suitab:i,.y of t* proctuct for sWc awcaTicrs 2i}i3 Ja nos liar lx F3acling Prntfucts. Irk 3 Brats lose rd Please viSn wwvv.jameShardie,com of Additional fa, Shy jndt denote lra&,marks o—qi5terecl tradc"llar"(3 of lbilr James Hardie Productinformaricki, ancl Avark Jame' s Hardie -ak;!r0C9y Lmtad, 1,S a 'egste'N Installation information- Warnings. and Warrarties 111- a'detnarkof James Harditt 711('1'irxwfjy I-mited H HS1 11212515 6113 2J1512017 BCIS Home wq to User ReQlstraton Hot Top"cs Florida Building Code Online Product Approval y e.7USER:Pot)(1c User db 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@alurninumcoilsinc. 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@aluminumcoi1s1nc, cOm Quality Assurance Representative Address/ Phone/Email IBC Sid, Bcls 5'te Map i"ok% Search 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 F 1 2 191 P _3CO[-A c 151301 Po—rt 2F Referenced Standard and Year (of Standard) gansLa Ar yq_ar AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https:rlwww. floridabusldiM.orgiprlpr2ppjtl.aspx?param=wGEVXQwtDquK24AUC%2fEHMrNrkL4bysALEZSXMIsX5GEO%2flCXzYpyxA%3d%3(I 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method I option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products I FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum soffit Aluminum soffit panels Installation Instructions Limits of Use E —21) l'L-1!-Q1L 11 Approved for use in HVHZ: Na Approved for use outside HVHZ. Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports 1219,4 R3 AF A' U_U(QLFV- _ a_, son Rgl)Q!:, _2,, L I _FBC jj T4 LCreated by Independent Third Party: Yes gn " Z Ji i ' R—Ljlfl ol— — alaw—AD-4M—U-4 the state of Florida is an ANCto employer. co hi: 200/-2013St to f Fl 11 t!qxa"'Scat men Under Flooda law, email addresses are public records, it you do net want you, email arioress - eleased -records ""Quest, do Q( send electronic n responsetoaPublic5, -po' s.ant, to sec"on traditional mail, if ail tothiseo(lty' Instead, Contact the Office by phone Q" by 'r you have any questions. please Contact 850,487,139 Qprovide the Department with an email address if they have 41,S,275( 1), Florida Statutes, effective October j, 2012, licensees licensed order Chapter 455, F.S.F S. Must PrOVI licensee Howeveremailaddressesarepublic record. if you do not wish to supply a one, TheernadsprovidedmaybeusedforOfficialcominurecatior, with the see under Chapter address, oleaseprovidetheDepartmentwith410emailaddresswhichcanbemadea,adable io the public. To detenri,ne It You are a licen 455, F.s" pleaso click tler_e. Product Approval Accepts; ff] LOM EE M Safe E2; zzm https:l/ www.tloridabuilding.orgtpr/pr app dti.aspx?param=wGEVXQwtDquk24AUC"/o2fEHMrNrkL4bysAl_EZSXMjsX5GEQ%2f1CXzYpyxA%3d%3d 2/2 TRIN17Y 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 5 In 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 I 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: 1% V. A Robert JIM. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facstnplo seat oppearpag was authored by Robert Nieminen, R.E. on 0r/23/2015 llos ones not serve. As an electronically stgor,J d.(—.ISigned, x,,led lopri-rov, have been (1AQ,pntk,d to the Product Approval Adinintspator and to the named chant CERTIFICATION OF INCIEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates, 2, Exterior Research & Design, LLC, d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 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 I ERD nor Robert Nieminen, R.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 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 subjectect to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1404,51 Wind AAMA 1402 2009 1710.9,4 W,nd ASCE 7 2010 3. REFERENCES: Kafty ExaminatiQn Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W OS/01/2008 CTL(TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 P RI (QUA91 10) 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 223 intjft for the 16-inch 'full vent' configuration, Ill, 1 in2/ft for the 16-inch 'center vent' configuration, 12,5 in2/ft for the 12-inch 'full vent' configuration or 4,2 m2/ft for the 12-inch'center vent' configuration, See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation, Neither Trinity I ERID nor Robert Niernmen, 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, 53 installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2, 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710,9.4 for determination of project -specific design wind pressures, The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7 - 10. 5.4,2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9,4, 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GC, a ± 0.18), no load combinations (Ka 7 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. SAA Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO' indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report A13360.02.09-RZ Certificate of Authorization #9503 FL12194-RZ Revision 2: 06/23/201S Page 2 of 3 TRINITY EIRD 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 rioted 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. 6.23 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7, BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7,2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710,9. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 CA 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 of Authorization #9SO3 FL12194-R2 Revision 2: 06/2312015 Page 3 of 3 0 238" F- CHANNEL (3/r) ALUMINUM Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Niernmen, PE-59166 15* BLANK 3 / 8 PROFILE 25 TYR, 0,125 TYP, TRINITY ERD 2 625 R 50 TYP, it IF Ik, jj F!, L 1 iCIATRS FORVO JN SAME 3AfCTi0N AS k'05' Evaluation Report A13360 02 09-R2 for FL12194 R2 Aluminum Coils, Inc, Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 TRINITY ERD 12*'FVL KN-i Exterior Research and Design, LTC, d/b/a Trinity I E RD Certificate of Authorization 49503 Robert Niernmen, PE-59166 iz" MNTLR Yffil r 5MI ?'ML 10' i%,.L Y il W itNl it, 'D "Vliu Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRINI-Ty ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side IVIDP (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 )-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 +25.15 -25,6 8 612 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 -33.3 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27,0 36.1 11-12 B-4 8 16 1-Channel (stapled to wood) Fascia Cap +23.5 -31.4 13-14 1, The tables herein pertain to the soffit materials and their attachment to the substrates, Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2, "MDR"" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. RLfer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0,6 in accordance with FBC 1710.9,4. 4, Tables are limited to enclosed buildings (GC,, = - 0.18), no load combinations (K, = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26,81 of ASCE 7-10 (K, = 1,0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.F. 5. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to "NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4 1 of ASCE 7-10. 7, For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance, A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners -,hall be corrosion resistant. Exterior Research and Design, LLC, d/b/a Trinity( ERD Evaluation Report A13360,02,09-R2 for FL12194,R2 Certificate of Authorization 99503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 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. System Span Max, MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. I Y -inch 3/8-inch head One (1) win, long x 0.072-inch 1 12 Wood diameter nail, 24" o, c Wood 3/8 x 3/8-inch 16" o c diameter x min, 36" o,(- 40.0 min. 1,25-inch crown staple 3/16-inch head embedment diameter thrn nail One (1) Min, One (1) min. I Y. -inch Concrete 0.097-inch One (1) rnin, long x 0.072-inch 2. 12 or CMU diameter T-nail 24" o,c Wood 3/8 x 3/8-inch 16"cic diameter x min. 36" o c, 40.0 block or stub nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedmentI FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. SS 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 #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 TRINITY ERD Table A-1a: System No. 1 & 2 - Exposure 8 Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 4 OK OK OK OK OK OK OK 0 < h < 30 5 CK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK CK NO NO 40 < h < 50 5 OK OK GK— OK NO NO 0 4 OK OK OK OK CK NO 110 50 < h < 60 5 OK OK OK NO NO NO NO10 Table A-1b: System No. 1 & 2 - Exposure C Eave Height (f t) Pressure Zone Basic Wind Speed (mph) 110 120 130 14:0= ISO 4 OK OK OK CK k CK 0 < h < 15 5 OK OK OK NO F - ------ No 4 OK OK OK CK j OK 15 < h < 20 OK OK OK NO NO 4 OK OK CK CK NO 20 < h < 30 5 OK OK NO NO NO 30 < h < 40 4 OK OK OK NO NO 5 OK OK NO NO NO 4 OK OK CK NO NO 40 < h < 50 5 OK OK NO NO NO 1 4 OK OK CK NO NO 0< 60 1 5 OK OK NO No NO Table A-1c: System No. I & 2 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK CK O<h<15 5 OK OK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK CK NO 20 < h < 30 5 OK NO CK NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK CK NO NO 50 < h < 60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I 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 SideWallSide 7(inch) F-Channel Max. System No, Span Substrate7 Max. Fastener Spacing Substrate Three y. x Y.-inch 3. 12 Wood crown staples 24" ci.c Wood in a diamond pattern TRINJTY ERD Eave Side Soffit Fascia CaF "C'a Cap Max. Max. MDR Fastener Spacing Fastener Spacing Psf) n lyOne (1) min, IY-- one (1) min, K x x 0 07 2 - inch long x 0 072- inch Tx 48,0 Y.-inch crown 8" Q c et" inch diameter x 48-0148" O-C, 64,2 staple min. A -inch head diameter trim nail 5aEa_aTAPLE OPEN RAFTER iEjMQNO EAjjLRN QELAIL 3/ 4* X 1/4* CROWN $ TAP S U LIVING A ONO PATTERN FACtA BOARU FASCIA CAP 3/ 4* X 1/4' STAPLE - 8- ON CROWN CENTER TRIM PAINTED NAIL TVNAILS JS- FACIA BOARD J- 3/4^ L"F` CHANNEL. CAN BE PAINTED TRIM NAIL S. S. 48* FASCIA CAP INSTALLED W" THE O.C. ILANCE UP OR I=NG F 3/ C4 X 1/4- 3/ CROWN STAPLE C. GOWN SOFFIT SOFFIT WOOD OFLIT FX QIA SUBSTRAT— F QEIAIL 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 Q < h < 30 S OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK QK i OKOKOK 30 < In < 40 5 OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK C" 40 < In < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK I OK No 50 < h <60 5 OK OK OK OK OK _2K OK NO mNO NO ExteriorResearch and Design, LLC, d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 4 01 14 TRINITY ERD Table A-2b: System No. 3- Exposure C_ Basic Wind Speed (rnph) Eave Height (ft) Pressure Zone 110 120 130 140 150 170 180 190 4 W OK Oil OK OK OK OK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK OK NO NO 4 CK OK OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK CK CK i NO 20 < h < 30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK CK CK NO NO 3 0 < h < 40 5 OK OK OK OK OK NO NO No NO 4 OK OK OK OK OK OK CK NO NO 40 < h < 50 5 OK OK OK OK 0K OK NO NO NO NO 4 OK OK OK OK7:O:K NO NO NO t50 < h 1< 60 5 OK OK OK OK I NO i NO t Ott:N Table A-2c: System No. 3 - Exposure D Basic Wind Speed (mph) Eave Height (11) Pressure Zone 110 120 130 140 150 160 170 4 OK OK OK CK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK CK NO 30 < h < 40 S OK OK OK OK NO NO NO 4 OK OK OK OK CK CK NO 40<h<50 5 OK OK CK OK NO NO NO 4 OKK OK OK OK CK NO NO 50 < h < 60 E5 TOK OK OK OK NO NO Exterior Research and Design, LLC. d/b/a Trinity I E RD Evaluation Report A13360,02.09-R2 for FLI 2194-112 Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, page 5 of 14 Prepared by: Robert Nierninen, PC-59166 TRINITY ERD TABLE A-3: 12-inch Span,1-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Soffit to JI-Channel Soffit Fascia Cap Max. Substrate Max. Max. Max. System Span Sub-Max. Sub- MOP No.stratein.) Fasten Space Fasten Space strate Fastener Space Fastener Space Psf) One (1) One (1) min, 1%- Three (3) min. 48 x One (1) inch long x min. % x Y- Y,-inch min. % x 0.072-inch t48,0 4, 12 I Wood inch crown 24" o,c. long x 16" 0'c. Wood Y4-inch 8" o.c. diameter x min, 48" o.c. staples in a 3/8-inch crown X inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER we; me twa- 5_QEF_1_TT 3APLrCIST QIAMQNUJ PATTFRti1 D FACIA BOARD , t TAIL STAP% CS X 1/4* CROWN STAPLE '24' CENTER USING A OtAMOND PATTERN FASCIA CAP 3/ 4- X 1/4- CROWN FACIA BOARD STAPLE W ON CENTER 1- 3/4- TRIM NAIL LitCHANNEL1-3/4- TRIM NAILJ PAINTED S.S. PAINTED S. S. 48- --FASCIA CAP 1"""' x " R i'Ad O'C. 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT WOOD OR BLOCK SQFFIT SUBSTRATE Q ETAI L Table A- 3a: System No. 4 - Exposure B Eave Height ( ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 i 150 160 170 180 190 200 4 h OK OK OK OK I OK OK OK OK OK OK 0 < < 30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK CK 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 CK OK NO 50 < h < 60 5 OK OK OK 2L OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 6 of 14 TRINITY ERD Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 1-10 120 1-30 1-40 150 160 170 180 190 4 OK OK OK OK OK OK OK OK CK 0 < h < 15 5 OK OK OK OK OK OK OK No NO 4 OK OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK OK OK OK 0INO A-N00 NO OK OK OK OK OK OK OK 20 < h < 30 M4OK5OK0 OK OK OK OK OK NO NO NO 4 OK OK OK OK OK CK CK NO NO 30 < h < 40 5 OK0 OK OK OK OK NO NO. NO 4 OK OK OK OK OK OK OK NO NO 40 < h < 50 5 OK OK OK OK OK NO NO NO NO 4 OK OK O KOK OK OK NO NONO NO 50 < h < 60 5 OK OK i OK I OK. OK 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 1 60 170 4 OK OK OK OK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK CK OK 15 < h < 20 S OK OK OK OK OK N:O::NO 4 OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK NO NO 4 OK OK OK OK CK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK CK OK NO 40 < h < 50 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50 < h < 60 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 7 of 14 TABLE B-1: 16-inch Span, F-Cha Max. System Span No. (inch) Substrate 5, 16 Wood Table B-1a: System No.! Eave Height (f t) O<h<30 30<h<40 40<h<50 50<h<60 TRINITY ERD nnel (nailed to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap IVIDPMax, Max. Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing Psf) One (1) min, I Y- One (1) mm inch long x 0,072 3/8-inch head One (1 min, 3/8 inch diameter x 36" o.c 125.6 diameter nail, 24" ci c. Wood x 3/8-inch crown 16" ci.c- min. 3/16-inch min. 1.25-inch staple head diameter embedment trim nail A'S)CIA SLIT' BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL FAS:,IA LIP 1/4' STAPLE SOFFIT TO ASCIA BOARD #T50 8" x 3/8" STAPLE 16" O-C C--PAINTEID S.S. 1 3/4" TRIM NAIL WN, 5 NAILS PER 12' PIECE Exposure B Basic Wind Speed (mph) Pressure Zone 110 120 130 4 5 OK OK OK OK 0 0 4 OK OK OK 5 4 OK OK OK NO NO 5 4 OK OK NO OK NO NO 5 OK NO NO Evaluation Report A13360.02.09-R2 for F1,12194-112 Exterior Research and Design, LLC, d/b/a TrinityIERD Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 8 of 14 Prepared by: Robert Nierninen. 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 Spacing Fastener Spacing Psf) No. inch) Substrate FastenerFastener Spacing Substrate One (1) min. 1%- nOne (1) min, inch long x 0.072 - Concrete 0.097-inch T-nailrT One (1) min. 3/8 x 3/8-inch crown 16" o.c. inch diameter x 36" o,c, 133.3 or CMU or stub -nail, 24" o.C. Wood min. 3/16-inch block aun, 5/8-inch staple head diameter trim nail embedment ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES} F*' CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" k--PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE aQF Fir _& E, __SQ.LA -DETALL Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A13360.02,09-R2 for F1.12194-132 Revision 2: 06/23/2015 Certificate of Authorization 99503 Appendix 2, Page 9 of 14 Prepared by: Robert Nierninen, PE-59166 Table 8-2a: System No, 6 - Exposure B Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 Izo 130 140 150 4 OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO 4 OK OK OK OK NO 30 < h < 40 5 OK OK K NC 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 OK OK NO5NONO Table 8-2b: System No. 6 - Exposure C Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 IZO 130 140 4 OK OK OK CK 0 < h < 15 5 -- OK OK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK OK NO 20 < :s 30 OK NO NO NO 4 OK OK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OK NO NO SO < h < 60 5 NO NO Table B-2c, System No. 6 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 120110 120110 4 C KOKOK 0 < h < 15 5 EOKOKOK NO 4 OKOKOK0K 15 < h < 20 5 OK NOOK 4 OK OK 20 < h < 30 5 NO NO 4 CK NO 30 < h < 40 5A=U=LENONO 4 OK NO 40 < h < 50 5 NO NO 4 OK NO 50 < h < 60 5 NO0 NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization 49503 Prepared by: Robert Nierninen, PE-59166 Evaluation Report A13360.02,09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 10 of 14 TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Wall Side Cap F-Channel Max. Fastener Max. Spacing System No. Span inch) Substrate Substrate Three (3) min, x Y.-inch 7, 16 Wood crown staples 24" 0.c, wood I in a diamond pattern 3/4' X 1/4" _, CROWN STAPLES USING A 0"ONO PATTERN I TRINITY ERD Eave Side Soffit Fascia Cap Max, I Max. MCIP Fastener Spacing Fastener Spacing Psf) One (1) ann. I Y One (1) min, Y. x inch long x 0,072- k27.0 Y..-inch crown 8" O.C. inch diameter x 48" O.c 361 staple min. A -inch head diameter trim nail OPEN RARER FACIA BOARD FASCIA CASCIA CAP 3/4' X 1/4' CROWN III STAPLE -S- ON CENTERTRIMNAIL CHANNEL CAN BE A'NT' S.S. 48" INSTALLED WITH THE O.C. NAILING r_4NGE UP OR DOWN L SOMT- WOOD SLBSTRA7 TAP Q1AMQNQ PATTERN IQ AIL FACIA BOARD 1-3/4' TRIM NAIL PAINTED S.S. FASCIA W 3/4" X 1/4' CROWN STAKE SOFFIT -- 5gEE[L_c_ FASCIA ULAIL Table B-3a: System No. 7 Exposure Pressure ZonePressure Basic Wind speed (mph) Eave 7Height (ft) 1101'o o120 130130 140 iso 160140 4744 OK OK OK OKfOK OK CK - CKOK 0 < In < 30 55 OK OKOK 0 KOK OK NO NOOK 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK0 OK NO NO NO 40 < h < 50 4 OK OK OK OK OK NO 5 OK OK OK 0 NONONO 4 OK OK OK OK NO NO 50<h<60 5 OK OK0 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09,R2 for FL12194-82 Revision 2:06/23/2015 Appendix 2, Page 11 o(14 TRINITY ERD Table 8-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0 < h < 15 5 OK OK OK NO 4 OK OK OK OK 15 < h < 20 5 OK OK NO NO 4 OK OK 0 NO 20 < h < 30 5 OK OK NO L NO 4 OK OK OK NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OK NO NO 50 < h < 60 5 OK NO NO NO Table B-3c- System No. 7 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 L4 OK OK OK 0<h, IS 5 OK OK NO 4 15 < 11:120 5 OK OK OK NO OK NO 4 OK OK NO 20 < h < 30 OK NO NO 4 OK OK NO 30 < h < 40 OK NO NO 4 OK OK NO 40 < h < 50 5 NO NO NO 4 OK NO NO 50 < 1) < 60 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nierninen, PE-59166 Evaluation Report A13360-02,09-R2 for FL12194-R2 Revision 2:06/23/201S Appendix 2, Page 12 of 14 TABLE B-4: 16-inch Span,1-Channel (stapled to wood) & Fascia Wall Side Cap i-ChannelJ*Channel Max. System No. Span inch) Max. x nSubstrateFastenerSpacing Three (3) min Substrate x Y-InchT8, 16 Wood crown staples 24" o,c, ow p Wood in a diamond pattern OPEN RAFTER 3/4- X 1/4' CROWN STAPLE '24* ON CENTER USING A OIAMONO PATTERN CHANNEL 1-3/4' TRIM NAJ PAINTED S.S. 48' O.0 WOOD OR BLOCK SUWIRATIE TRINITY ERD Eave Side Soffit Fascia Cap Max. MOP Fastener Fastener Spacing Psf) One (1) alm. 1!- One (1) rnin. A x inch long x 0.072- f23.5 A -inch crown 8" 0.c. Inch diameter x 48" o.c. 31A staple inin. Y-inch head diameter thin nail SOF--F'IT TAP 2aM2t.P A TT FR N QfLAIL FACIA BOARD STMIcs FASCIA CAP 3/4* X 1/4' CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4 X 1/4- CROWN STAKE SOFFIT — Q )5,TA I I Table B-4a* System No. 8 Exposure B Pressure Zone 4 110 Basic 120 Wind Speed (mph) 3 0130 T_ 4 0140 015015 ve7Eave Height (ft) OK OK KOK0 OK0 KOK0 Q < h < 30 5 OK OK KOK0 NO NNO0 4 OK OK OK ox NO 30 < h <40 5 OK OK OK NO NO 4 4 5 OK OK OK NO0 40 < h <50 50 < h < 60 OK OK OK OK OK OK NO0 CK NO 0NOWN0 NO 0NO NO0 NO0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Niermnen, PE-59166 Evaluation Report A13360,02,09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 13 of 14 Exterior Research and Design, LLC, d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nierninen, PE-59166 TRINITY ERD Evaluation Report A13360.02.WR2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 14 of 14 2/15/2017 Florida Building Code Online ckc:s Home Lag In l"O' Ret;WuRwi Not ropers S")-'t Stars A Facts Rvt»ulatxons "C' Staff BCIs Site 'Mao L!rkS Seaerp Product Approval tU98ft;PO*c. Use, Application Detail FL A FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh(q)gaf,com Authorized Signature Robert Nienninen lindarcith@ti,inityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsor1ey@,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 Nreminen 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 I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL1OL24 R'9 CCI 20',6 01 0 Nnen.pcf 5AAndmd ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 https:// www.goridabuilding.orglprlpr_,app__dftt.aspx?param=wGEVXQwtDquracBeVCbdtvIQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 2/1512017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 10124,1 GAF Asphalt Roof Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure; N/A Other: Refer to ER, Section 5. Method I Option D 08/26/2016 08/26/2016 08/30/2016 W/ 13/2016 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Installation Instructions RV f 2015 8 FINAL F-E, GA- 'A01101t Shin g[ei Fk10124-P19 ' Verified By: Robert Nieminen PE-59166 Created by Independent Third Party; Yes Evaluation Reports GAF Aspl,_011 5kLr -R19 fgjt 4 Created by Independent Third Party: Yes Z- "'ton. T 1liahassee 191) Ma=24 The SUlte. of Florida is an AA,TE') employer. corivrtaht 2007-2013 St t. O(Florida SO,!gm t .Ltj III vat mont Under Flonda lakv, email addresvos are public records. If you do not want your e-mail address released to response to a pubhC-reCw0S request, do rot send electronic mail to this entity. Instead, contact -he office by ri"',e or by traditional mail. if you have any questions, please Contact 850,487J395. `Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F,S, most provide the Department w(tn an email address if they have one, The emads provided trial, be used for official communcatton 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 " Made available to the public. To detemnine if you an! a 11ceilsee underChaptor 455, FS_ please click tja,i,. Product Approval Accepts: 9 El M Gfed, " catc: Safe ERTIMIMMIM, https:,`lwww.floridabuilding.orgiprtpr2pp_dtl,aspx?param=wGEVXQwtDqLtracBeVCtxltvIQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3dOl.3d 212 TRINITY'ERD EVALUATION REPORT GAF " I Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN 5TREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: 1,203) 262-9243 Evaluation Report 01506,01.08-RI7 F1.10124-1115 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume, The products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes, Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 I through 5. Prepared by: Robert JIM. Nieminen, P.E. Florida Registration No, 59166, Florida RCA ANE2983 W, The by lob-e, '41 li`lmo, PA, 03/3112015, T J— m.t so", 01 oii 'ed d ig—iil, S'Jntd, Stdied h4ld'-Wgn h-- the rod,xt Aoof—( Ad—W(Var *od to it - 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 building code evaluation. Neither Trinityl 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. RINITY: ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE. Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: eclaqq Proper t Standard year i507.2.S, R905,2,4 Physical properties ASTM D3462 2OC9 IS07.2,74, `(905-2.6 I Wind Resistance ASTM D3161 2009 150.2 7.1, R905Z6A Wind Resistance ASTM D7153 2008 1507.2,7. I, R905,2.6. I Wind Resistance TAS 107 1995 3. REFERENCES: Inlqu GAF (PDM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1/40) 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} L (TST 1740) JL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (7S7 1740) UL(TST 17401 UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 174C) U L (TST 17 40) LX (75T 1741) 4 L (TST 17 40) iJL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17 40) UL (TST 1740) UL (TST 1740) UL (TST :740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17 401 Exterior Research and Design, LLC. Certilicate Of Authorization #9503 Examination Letter of Equiva ency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM 03,162 TAS 107 ASTM 03462 ASTM 03161, TAS 107 ASTM D321 61 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161, TAS 107 ASTM D3161 ASTM 03462 ASTM U3462 AS7M 03161 ASTM D3161 ASTM 03462 ASTM 03161 ASTM 03462 ASTM 03161 ASTM D3161, 1331162 ASTM 03161, C)3462 ASTl,,/ 03161, 03462 ASTM D3462 ASTM 03161, D3462 ASTM 03161 ASTM D316, ASTM 031611 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D71S8, D3462 ASTM 03161,D7158,03462 ASTM D3161, D7158, D3462 A571V 03161, D7158, D3462 ASTM D3462 ASTM 03462 ASTM D3161, 07158, D3462 ASTM D3161. a7^ 58, D3462 ASTM Q3161, 071S8, D3462 RIfotm Seal -A -Ridge impact Resistant IR GAF,059-02-01 GAF.080-02-0l 3AF-407.02-01 93NKS295 99NK43835 94NK9632 OINK06632 OINK9226 0INK37122 0INK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK!3850 04N,<13850 C4NK30546 04NK22009 04NKZZOC9 05NK27924 OSNK27924 06CA18077 06CA18074 06CA35251 06CA31503 06CA41095 07NK05229 06CA31611 QKA61148 07CA31742 OBCAC61CO 07CASS908 09CA10592 09CA06856 G9NK05647 09CA27281 10CA35S54 IOCA13686 IOCA07264 1OCA11953 IONK'11951 I ON'< 12070 C8CA06100 99A 01/'31201Z 09/02/2004 05/2512005 01/2112013 11/29/1993 01/1212xo 03/29/2000 02/02/20cl 05/21/20cl 12/18120CI 12/19/20CI 04/10/2002 09/09/20QZ 03/11/2003 10/1712003 C6/07/2004 C6/2312004 03/w/2C05 05/06/2CD5 ris/09/nTs 02/1012OC6 02/1112006 06/0512006 06/16/2CO6 10/* SM06 12/01/2006 2/27/2CO6 03/13/2007 04/04/2007 j4/09/2007 11/08/2007 03/13/2003 04/0'/ZU08 03/26/2009 05/1 5/2CO9 08/0112cog 08/27/2CO9 03/05/2010 05/15pol") 05/27/2010 101'29/2010 10/30/2010 11/04/20'0 011'30/2010 Evaluation Report 01506.01.08-R17 FL10I24-RIS Revision 17:03/31/201S Page 2 of S TRINITYI IRD gaqu Examination Reference Date UL ( TST 1740) ASTM D316I, D7158, 03462 10CAS3934 03/31/20'1 UC TST 1740) ASTM D3161, D7158, 03462 IICA48924 10 /22/2C.1 UL ( TST 1740) ASTM D3161, D7158, U3462 IICA47919 12/03/2011 UL ( TST 1740) ASTM D3161, U7158, U3462 11CA48408 12/08/20AI U L (TST 1740) ASTM 03161, D7158, D3462 IICA48725 12/09/20' 1 U!,, LLC. TST 9628) ASTM 03462 12CA34891 1011212012 U11 LLC_ TST 9628) ASTM D3161, D7158, U3462 12CA58151 02/lS/2013 UL, tI C. TST 9628) ASTM D3161 12CA38083 02/26/20,13 UL, LC, TST 9 628) ASTVI D3161 13CA32332 06/1.8/2013 UL, LLC. TST 96281 ASTM 03161 13CA37934 OB/02/2013 UL, LLC. QUA 96 25) Quality Contro! Inspection Re ' cion, R2, Mobi e, AL 11/21/2014 UL, I.I.C. QUA 96 25) Quality Contra: inspection Repon, R211, Myers -own, PA 02/C6/2015 UL, LLC, QUA 96 25) Quality Control inspection Report, RZI, Tuscaiocsa, At 02/20/2015 UL, LLC, QUA 9625) Quality Control Inspection Reoon, R21, Michigan C*y, iN 02/19/2015 UL, LLC. QUA 9525) Quality Control Inspection Report, RZI, Shafter, CA 01/05/2015 UL, I.I.C. QUA 9625) Quality Control Inspection Report, A21, Savannah, CA 02/23/2015 UL, LLC, QUA 9625} Quality Controi Inspection Report, R21, Winrieapoiis, MN 32/16/2015 UL, LLC, QUA 9625) Quality Control Inspection Report, R21, Mt, Vernon, IN 02/1 .0/2015 UL, LLC. QUA %25) Quality Control inspection Report, RZI, Baltimore, MO 02/11/2015 M, LLC, QUA 96 25) Quality Control Inspection Report, RZI, Tampa, FL 03/05/20t5 UL, LLC. QUA 9625) Quality Control inspection Report, RZI, Dallas, TX 02/25/2015 U I, LLC. QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, LLC. QUA 96 25) Quality Control Inspection Report, R21, Fontana, CA 03/02/201.5 4. PRODUCT DESCRIPTION: 41 ASQh& 4. 11 Marquis'' WeatherMaxI, Royal Sovereign 3 and Sentinel* are a fiberglass reinforced 3-tab asphalt roof shingles. 4. 1.2 Camelot", Camelot" 11, Country Mansion" 11, Grand Canyon", Grand Sequoia3, Grand Sequoia* A, Monaco", Sienna", Timberline American Harvest", Timberline' ArmorShield'" 11, Timberline' Natural Shadow", Timberline FID', Timberline"' Cool Series, Timberline Ultra 1-101 and Woodland" are fiberglass reinforced, laminated asphalt roof shingles. 4, 13 Slateline" Is a fiberglass reinforced 5-tab asphalt roof shingle. 4, 2 Hip & Ridge Shingles; 4. 2.1 Seal -A -Ridge" Ridge Cap Shingles, Seal-A-Ridgelt' IR impact -Resistant Ridge Cap Shingles and Timbertex10 Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 43 Starter Strips: 4. 3.1 Pro -Start" Starter Strip Shingles and We 3therB locker" premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. 51 LIMITATIONS' 5. 1 This is a building code evaluation, Neither TrinitylERD nor Robert Niemmer, 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 IIVHZ. 53 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: 54, 1 The GAF asphalt shingle-, noted in Section 4.1 are Classified in accordance with FBC Tables 1507,2.7,1 and R905.2.6.1 to ASTiVI D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,, d = 150 mph (Va, = 194 rnpn), Refer to Section 6 for installation requirements to meet this wind rating. 5A2 The GAF hip & ridge shingles noted in Section 4,2 are Classified In accordance with F8C Tables 1307.2.7.1 and R905. 2.6,1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph V,, = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating, Exterior Research and Design, LLC. Evaluation Report 01S06.01.08-1117 Certificate olAutharizatlan #9SO3 FL10124-RIS Revision 17:03/31/2015 Page 3 of 5 i ERDTRINITYI 5 4.3 Classification by ASTM M58 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. S'S 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 1507,23, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6,2. 1 installation of Pro -Start Starter Strip Shingles and Weather6locker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 613 Asphalt Shingles: 63.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FBC Ser3ions, 1507,2 or R905.2, with the following exceptions: Camelot, Camelot It, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6( nails per shingle. 6,12 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 6,33 where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle Manufacturer for details. 6,41 Hip & Ridge Shingles: 6.4,1 installation of Seal-A-Ridre 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) naik, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Ilenkel "Loctite PE 530 Root & Flashing Sealant". 115- (Saalant 17-k292 min) 11 sellarite 25 Mm) t2S "n) Enduit d6tarcheite q 2 MM) NailFcifto 6 5ie 7 SAY clouo, 166 -,1-94 Min)l I 1 2' fil____ ____ i3f)E m) Exterior Research and Design, LLC. Evaluation Report 01506.01,08-1117 Certificate of Authorization #9503 F110124-RI5 Revision 17: 03/31/2015 Page 4 of 5 RINI TY ERD 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 NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant sv*Ium N411 6,43 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 theAccredited Quality Assurance Agency noted herein 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507,231 / F(905.2.6,1. 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 01506.01.08-R17 Certificate of Authorization #9503 FL10124-R75 Revision 17:03/31/20I5 Page 5 of 5 2115/2017 Florida Building Code Online 6cis Home Loo In use, iae'j'suat',e' Hot Topics Sabmw su"ha .. )c 5illts 6 F`0% pilrdlrlltlolls Fs3(" Staff Bcls Site. ijnks Search db pr vuProduct ApprovalSEWPublicUser Application Detail A, FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupasOinterwrap,com Authorized Signature Eduardo Lozano elozano@interwrap.corn 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 11/1712017 Validated By John W. Knezevich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code i 507Z 3 1507.5.3 1507,83 1507.9.3 hops:t/www.flondabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDqv3yVVKJZ 1 QRAdhyl2u8kQGQy Ij allhVeiOpVSvxwSdCoQ%3d%3d 1/2 2/15/2017 Florida Building Code Online 1507.9.5 T 1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending F8C Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216,1 RhtnoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No [1-1521j-E2 ERtNRAP I Ii}RnOF FL15215- Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Niennnen PE-59166 Design Pressure. N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports Created by Independent Third Party: Yes u— ct j eLam. 84f, d{i :°-k11 The State of Florida is an AkEEO employer, C'o 'nh 007- 03 State O(Flonda.Accessibility Statement : Refullo a erliult -5 Under Florida emad addresses are. public records. If you do not want your email address rvlvascd m response to a p.WiC-1QCo1'Js leri.est, do not send electronic mail to this entity. Instead. contact the office by phone or by twfiUanal mail. If you have any quesuoris, please Contact 850.487,1395, "Pursuant to Section 455.275( 1), Florida statutes, effective October L 2012, licensees licensed code, chapter 45S, F.5, ,lost pna,ude the Depactrilent with an ernad address if they have one. The emails provided may be used for official communication weh the licensee. Hia+veyer etnail addresses are public record, If you do not wish to supply a pel-"ial address, please provide '" Depmtrneot with an etroid address, Mitch can be made available to the putkc. To determine if you are d licensee under Chapter 455, F.$., please click fttg , Product Approval Accepts: ELI 99 EE 13 Gre'di" Gard Safe hops:,'Iwww.floridabuilding,orgtprlpr_app_dti,aspx?param=wGEVXQwtDqv3yVVKJZlQRAdhyl2u8kQGQyljaHliVeiOpVSvxwSdCoQ%3d'lo3d 222 TR, ihJ|"Y rE RD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, 4C Certificate oyAvmurizatiom*osus sszc*msnAwSTREET, UNIT w1a OXFORD, crnown PHONE: ( zna)zs/'yza FAX: ( ma)zazoz43 nterw, A|nc. Evaluation Report 140510.02.12-R2 29Z3Mission Way FL15216-R2 Mission, BCV2Y' 6E4 Date ufIssuance: 02/17/Z013 Canada Revision 2: O4/27/2016 Scopo This Evaluation Report is issued under Ru|e61G20'3 and the applicable rules and regulations governing the use of construction materials inthe State ufFlorida. The documentation submitted has been reviewed byRobert Nieminen' P.E for use of the product under the Florida Building [ode and Florida Building [ode' Residential Volume. The products described herein have been evaluated for compliance with the 5`^ Edition (2014) Florida Building Code sections noted herein. DExcmpnow: Rh|noRoufUndedaymeno LAmo/wo: Labeling shall be in accordance with the requirements ,he Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report | svalid until such time as the named pmducddchanges, 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 Niominen' P.E if the product changes orthe referenced Quality Assurance documentation changes, Trinity IEKDrequires acomplete review oythis 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. |fany portion ofthe Evaluation Report isdisplayed, then it shall bedone inits entirety. wspecrmm: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 3. Prepared by: Robert J.v8.Nieminan,P. E. Florida Registration No. 59166,Florida nmANE19m fh,, f-- J —I=_° 0 c°by R.bt N oo_ 4-=m go.d. ..ww. & op—w°w—o t—=W,,d°M CERTIFICATION mINDEPENDENCE: 1, nmny|snu does not have, nor does it intend to mov/e or will it mq".m, o noa^c.a/ .ma'rst in any ,*nw^' mn^ubctvn^u or distributing products it evaluates. z Trinity |mo/`not owned, operated u,controlled »vany company manufacturing o, distributing products xevaluates. 1 Robert m/cmme"'vs,does not have nor will acquire, afinancial interest many company manufacturing v, distributing products for which the evaluation reports are being Issued. 4 Robert w/vw."on' P.E. does not have, nor will acquire, a n^a^rw interest many other entity involved in the approval process o,the product. s. This isobuilding code evaluation. Neither Trinity |cnonor Robert wie*/oen, r,c. are, many way, the Designer nfRecord for any project oowhich this Evaluation Report, v,previous versions thereof, is/was used for permitting ordesign guidance unless retained specifically for that purpose. 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, T 150 T8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8,3, 1507 93. IS07,9,5 on Heating 1507,23,1507 53, 1507.8,3, Unrolling, Tear Strength, Pliability, Loss oo ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enifty Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA 1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4,1 RhinoRoof UZO is a ruLlItilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt, RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityIERD nor Robert Niernmen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5,2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product, 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RooF COVER OPTIONS Asphalt Underlayment Nail -on Tile Foam -On Tile Metal Wood Shakes Slate or Shingles i 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 0226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140SI0.02.12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 2 of 3 7" RINITY 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. 5.41 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 (in caps (with the rough edge facing up), The use of staples is prohibited. 6A.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. 15.43 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application, BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 6IG20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-E I'L/Warnock Hersey — QUA16731 (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02,12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2: 04/Z7/2015 Page 3 of 3 I f 2/15(2017 Florida Building Code Online j RCIS Home i")q In use, Registration !Iot, Toisws 5ubm" Ruoi,(at,ons IRC Staff RCIS S'te M-Ap Links Search prProductdbApproval USER: user I Application Detail FL ft 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 ACKSONVILLE, FL 32202 877) 358-7663 Lmccogan@aol, com Authorized Signature James Buckner jimmydcbuckinc. net Technical Representative Tonya Steele Address/ Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@rnmi2000. net Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 09/22,12026 Validated By Stever) M. unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code tLjl_ 3158 R, COT QrL0(L1('0p Of 1709.2 https*//www, floridabulding.orgor/pr2pp_.Otl aspx?pararyl=wGEVXQwtDqvqqu2w%2biiFgUFtt4vGKu5UrT5vNIEPb8ldbqiEG9GRIVI%2fLw%3d%3d 112 2/15/2017 Product Approval Method Florida Building Code Online Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL# Model, Number or Name Description 16568.1 "MMI-2" Off Ridge Vent Steel off ridge vent for st-d-gic roofs mechanically attached to Plywood Deck. 4% 6', 8, 10' Nominal Lengths Limits of Use Installation Instructions Approved for use In HVHZ; No I hi, 1-2 Of:il_lt-,L\,;—Tll-,-I"-iL)- Approved for use outside HVHZ: Yes aLft IVALRpQaLp-cf 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. ELLkK8_R 1_1, M k`1 ff PAU nt-A 7atlLUL Created by Independent Third Party: Yes 16568. 2 MMI.2B Off Ridge Vent Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A 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 Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 931. 242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AF 02 1t, V nt-7A 3 Igo EV4l-REEQR:'-2( Created by Independent Third Party: Yes Co ncaC, _o, : phone _850481-1',04 The State of Florida is In AAIEEO employer. Corrvnqht 2007 2013 Stare of Florida. Pljv CL State noto "—''Mv t t'nlent :: H2!U-Q-q-' atr'Ment IWide, Florida law' entail acckesse5 are public records, If you do not Lvant yo,,, e-mad address released ri response to a pubhC-ecorOs request, do not serol elect,onrc map to his entity, loltead, Contact the office by phone or by t1rd.uoodl criail. It you have any questions, please Contact 850.48?,1395, *Pursuant to Section 455. 275(1 ), Florida Statutes, effective October 1, 20 t 2. licensees licensed under Chapter 455. F.S, must provide the DepdrtMerit with an eru t I address if they ha,,u one. The emads provided may be used for official ComMunicarion with the licensee, However email addresses are public record, If you do not vait) to supply a personal address, please provide the Department with an email address which can be (nicle available to the public. To dorermirie if you are a licensee, under chapter 455, F,S., please click Product Approval Accepts; Ej i C. e'cafC Safe https: ltwww,floridabtjildirig.orglpKlpr__ppp_,dtt.aspx?para(-ri=wGEVXQwtDqvqqu2w%2bnFgUFti4vGKLi5UrT5vMEPbBldt)qiEG9GRrvl%2fLiw%,3d%3d 2/2 p- 1''BUCK E-,::-,ru E:,p*x--lc3ltij 5"i-h=t'urc5l E=nq(neerinc; COUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval 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., SECS 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 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 Report No.: 15-104-MM2-StORV-ER_14 Page 2 of 7 C6UCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min, specific gravity of 0.42) 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASP) with a morgin of safety of2to1. PL#: Fl169G8.2R1 Date: 2/26/15 Report No.: 15-104-ww2'nom/En_/* Page ]of7 mmCK,Inc. Certificate ofAwthorizom*#8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent ofthe code as this product is not addressed specifically in the code. ASTK0 E]]0'02 — 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 5,hEdition (20l4)'Section 1709I 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 Ru| eGlG2U-3,OO1. Limitations and °ScoQe 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 o/Use" throughout the report in accordance with Rule 61G20'3.005. Per Rule 61G20'3,004' the Florida Building Commission is the authority toapprove products under "Optional Statewide Approva|^ Ootkmfor aop| icahooOutside "Limitations and Conditions of Use" Rule 61GZO-3, OOS(l)(e)allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized inthe [ode° Any modification cfthe 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 toapplicable building code section for ventilation requirements, Design ofsupport system isoutside the scope o[this report. Fine Classification is outside the scope of Rule 61G20'3' and is therefore not included inthis evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &8rmwandCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Ru|e61G2O- lOOS (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (F8COrganization #: QUA l824), N m 0~ m w N FL#: FL1G5@8.1Rl Date: 2/26/15 Report No.: 15-104'wm2s"zevsn_14 Page 4uf7 Swpeclaftj mmCK,Inc, Certificate ofAvoorizatm#8064 Components/Materials Ridge Vent: ^MM!-Z^Off Ridge Vent by Manufacturer): Steel Thickness 26Qauge (min.) Yield Strength: 40ku min. Corrosion Resistance: In compliance with F8CSection 1507.43: ASTK84792coated, or ASTK4 AG53G9Ogalvanized steel Nominal Dimensions: Width: 34^ Height: 4'1/2" Lengths: Z''4'.6'.8'and DI Fastener( s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange Uz Deck Type: Annular Ring Shank Roofing Nails Size : 1I8auge x 1-1/2" Corrosion Resistance: Per F8[Section 1506,S Standard: perASTIVI F 1867 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Hex -Head Wood Screw Size : # 10^ 1-1/2° (min.) Corrosion Resistance: Per FR[5ection 1506.6ond 15074.4 Standard: Per ANS|/ASK4EB1D.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/SBSrubber Application Size l/4~thick minimum B#' B1656OAR% Date: 2/26/15 Report No.:z*zo*mmaaonvE*_1* Page 5uf7 xoos couc m cem c o/xvmvwzAuthorization Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the undeoide, back and side flanges of the ridge vent. Cement should he a I/4^ thick and extend 2^ onto roof under|ayment. (install cement incompliance with manufacturer's installation guide||nes) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails urscrews spaced 4" o.cand l-l/2°homeach end. 0 Minimum fastener penetration thru bottom of support, 3/16". install the ^MK4|' 2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections ofF8C5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer tomanufacturer's installation instructions asasupplemental guide for attachment. Referenced Data: l. ASTME3] O-02 Uniform Static Air Pressure Difference Teg Architectural Testing, |nc.(FBCOrganization # TSTID: 1527) Report D0249.02'450-18' Report Date: 8/29/I3 J. Quality Assurance ByKeystone Certifications, Inc. ( QUA ID: l824) Millennium Metals Licensee #423 3, Certification ofIndependence ByJames LBuckner, P.E. @PC8UCKEngineering F8[Organization # ANEl91G) FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM 2-StORV-ER-14 Page 6 of 7 zxtnjctuircll Enq1neerIng CBUCK, Inc. Certificate ofAuthorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. 5 5-1/2" Profile Drawings 18-1/4" 12" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) Lit uc:"""" 4i"'n'i FL #: FL 16568.1 R1 Date: 2/ 26/ 15 Report No.: 15-104- M M 2 -StORV- E R__ 14 Page 7 of 7 Spemalc5IN 5)truaftxc5l E:nqInIraq CBUCK, loc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o,c. Nominal Lengths 4 Ft, 6 Ft. 8 Ft. 10 Ft 24"' 4" o.c. Typical, Maximum Typical Fastene s)- 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) 4" o.c.. Base Flange Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 2/15/2017 Florida Building Code Online 490 13CIS Home. Loq In User Hot topes Surcharge SW & Facts PuOhcatwn' FBC staff B(TS Site Map Lmks sea'd' 41"Prodluct Approval USER PzJbIll- Use, Application Detail FL # FL2197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Ernail 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii.com Authorized Signature David Wert clavid.c,wertp.mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert#rmi.com Quality Assurance Representative David Wert Address/Phone/Ernail 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity [CC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2017 Validated By [CC Evaluation Service, LLC. Certificate of Independence Referenced Standard and Year (of Standard) Standard YAU ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https:,I/www,noridabuilding.org/pr/pf_.,app_.dti.aspx?pai'ani=wGF-VXQw(DqvrTEx%2bbkfH`/`2bN`/`2b%2biPE5kg9cYXWMe624rEo%,3d 113 11, 14 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary cif'Products FL # Model, Number or Name 2197.1 M18SHS Method t Option C 0611112015 06/30/2015 07/05/2015 Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga, super high strength truss connector plate Installation Instructions U1197 Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports 2197,2 M11 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per [CC -ES ESR-t311 Supplemental Et ? 11) 7 Rf, 1, E E -13 R- 1 -11 IF for the Florida Building Code 2197.3 MT18HS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure. N/A Other: Can use HVHZ per [CC -ES ESR-1988 Supplemental for the Florida Building Code 2197.4 MT20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per [CC -ES ESR-1988 Supplemental for the Florida Building Code 18 ga. high strength truss connector plate Installation Instructions In 91 A-ril Lpdf Verified By; ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FLZIILLLAE_IaL 20 ga, truss connector plate Installation Instructions Verified By: [CC Evaluation Service, LLC Created by Independent Third Party; Evaluation Reports LL2l,97 ROE _Eajj 21.97,5 MT20HS 20 ga, high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 iC InstailatinnES42 13i1 Npy2Q1 pJI Approved for use outside HVHZ, Yes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other- Can use HVHZ per [CC -ES FSR-1311 Supplemental for the Florida Building Code. Hi hlZ2199 Ph 5 -4 7 4 The State of Flonda is in AA W), eMploye, nh7,2 Co2ygl .9 r 'rl R_r—Y4U, 1"' R&±UDA ZQD_LjJLAL, LkaLZMt1,14 Under Florida law, email acidressei, are publw records. If you do not want your e-mail address releaied in response to a punic.remrdS request, do not Send electronic mail to this entity, instead, contact the office 11y phone or by traditional mail, It you have any due ,sttons, oleaSe Contact 850,487.1395. -Pursuant to Section 455,275( 1), Florida statutes, effective C)Ctut)er 1, 2012, licensees licensed under Chapter 455, F.S. must provide the. Department with an email address it they have 0",, The entails provided may pe used for official communtration with the licensee. However email addresses are public record It you do not wfSh to Supply a personal address, please provide the Department with in erh,10 address which can be made available to the public. To determine if you are a licii. urder Chapter e.tf 455 F,S., please click L Product Approval Accepts: 91 *9 El C) https://www,floridabui( ding,orglprlpr_ppp_.dti.aspx?parammwGEVXQwtDqvrTEx%2bbkfH%2bN%2b%2t)iPE5kg9cYXVVMe624rL:oli.3d 2/3 2/15/2017 Florida Building Code Online Safe https,ltwww.floridabLjilding.orgtpr-/pr__ppp_otl.aspx?param=wGEVXQwtDqvrTEx°/2bbkfH`/*2bN`/2b`/a2L4PE5kg9cYXWMe624rEo`/o3 313 Excerpt from ICC-ES ESR-1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSIlTPi 1 National Design Standard for Metal Plate Connected Wood Truss Construction. OF It 2J15/2017 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttayforr_a)bc.com Robert Taylor roberttaylor@)bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor,ebc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor,-Zbc,com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/01/2035 APA - The Engineered Wood Association EL-L644,—R4 Cgrtif 0woz )t dtag . If -9±1t: Standard ASTM D 5456 Year 2009 https:llwww,flc)ridabuilding.oro,lprlpr__appjtl.aspx?param=wGEVXQwtDqvXaHHDwAAybyWFbcyUOC%2fERNVSeXIEM%3d 1/2 2115/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 1644.1 Versa -Lam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Floor, Roof, and Wall Framing Method 1 Option C 05/06/2015 05/27/2015 06/02/2015 Description Laminated Veneer Lumber Installation Instructions jqtL t f Verified By: W Gary Dunn 77277 Created by Independent Third Party: No Evaluation Reports eon Ick : 260t Blair Stone ROadij&dtAUet_FjjZj9_9 Eh-4 - 14 The State of Florida is an AAJEEO employer. copyright 2007-2013 State Of Florida.:: Priv *mn : gftt!4nd Sta m nt Uncle, 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 850.407.1395, -Pursuant to Section 455, 275( 1), Florida Statutes, ruffechye October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they have one. The emaiK provided may be used for official communication with the licensee. However emml addresses are public record, It 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 Chanter 455, F,S,, please click tftroL. Product Approval Accepts z E E 0 0, 1 Gar(: Safe haps:, Ilwww.floridabOlding.orglprlpr__appjtl.aspx?parat-n=wGEVXQwtDqvXaHHDwAAyby9elFbcyUOC%2fE-RNVSeXIEM%3d 212 I 4 2/1512017 Florida Building Code Online 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 CAST-CRETE USA, Inc. PQ Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrinok'(Pcastcrete.com Craig Parrino cparrino 06 castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Ataad_p rd YAW ACI 318 2011 ACI 530 201 t Product Approval Method Method I Option A Date Submitted 04/29/2016 https:i/www,Aoridabuilding.orgfpr/pr__app_dfti,aspx?param=wGEVXC)wtDqueql%`2bT71`/*`2tFl92qnRzHNulcqj5pqLXkU69%3d 0YA k 2/15/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load EL 15,3_ P 3 it N L) A 14 - 0_9 0 -t OQ ,1 ELI a- 3-3-11 _N 9—A IL 9 _11AM-2d_( Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r- Lmu_,. U : 17 1 24 The State of Florida is In AA,'FF0 employer. Conyrigt 2001-2011 5Lttg_QLFIq;rqL Ar—s,b0a, Stalerne,,L :: a:,, Im n Under Florida law, email addresses are PuNic records, If you do not want your e-mail address released in response to a public -records recleert, 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 350,487.139S. "pursuant to Section 455. 275( 1}, Florida Statutes, effective October 1, 2012, licensees licensed under Couple, 455, F.S. must provide the Department with an email address if they have one. The ematli 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 di(k Product Approval Accepts: CD RA El M Safe hUps:,' twww.floridabuilding.orgiprtpr,.ppp_.qtl,aspx?param=wGEVXQwtDqLteq1 %2bT71%2fF 192qnRzH Nulcq5pqL-XkU6g%3d W2 Te HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS B: Nfl.tT v1/ 2' Is' PRESTREM0,4 ONTEt 7/32-0 B SURRUPS AR — TYPE. "A" S( n. 4 LY—P c ill's 320 FAR IRRUP LINTELSk= it L N I EL 4_ 6 1 4" 8" P4 t I y- n.."n."lILSTIRRUPDETAILS STIPRUP F—TAILS ZRh4.SS DOOR O-UNIE! FRF 0 CASf ILA- c" PR S-TRFSSM (J-LINT;-'L DAIA IABLE L 11k9s T"It INU _51 _typL t'- i— 77F2 _BAR is 4 3' 2- 1— , s 9 261 - $ 7/ 32 "R , , i - %-2a 9 l'- s" 7/Sf,akq Ili' 2- 4 017e ;412 BAR 7 11 BAtI 21,- 4, R, 132 EAR 2t, 0 3-3 3/410 7/42 BAR 21*-10`5 0 3' to 5 7/ 32 a 5._ 17/32 Aft '25 5 L 3" PRECAST W/ 2" RECESS DOOR U-LINTCL DATA TABLE A LT NOR EL Tw — c i0ft W14 -_ NOR I17TV!vl 4'-4' 3 -0, 0.036 I- EAR 7 52 BAR M/fi 0. 3 WIN 3-10- K/A A — 3-4 1 OM? Isr. 0,047 19 115 - — N A 2 A A 0- 7T _C4 - 6- I L 9 ol 2' 0, 9 8" PRECAST U-_LINTEL DATA TABLE TWS PkCP; ZiETARY MONAAMN 6 PROVM0 FUR YROMI ArMOIAL 11 IS PNo,tECjtU We C01Y"Al TAWS AXU C NCI BE W""'Co(SSA, U " " S tt iEV[Co W31400T THE PRIOR WRITHE WNSCOT 0 CAST-C.WTE (I. INC, J GENERAL NOTES: kCR < HtWSML_ 7/ 31 W AV- "'*: I'L IC 5. IOTE: T W-Elck zloKsl pi' swss— D jf5 ORAN CRAU 0 W. Altii IP6 -t- pxovfto is too SRWW ASNo, " S ""CPS tm. Thi CAGE —CL S. 7 st—I' ll IF sl.qqWs' l*,, 'S, 'CR ' r Ffif"WSUO LUNCLS. ", rc iGYJ -31 F.0- FRECAST 9 WCR umits, LIL Usk- " I MI,` S. FOKJ GJ0 Ml- SW LWIL U- -tit STRiMo star tsl,`Cssco TO "s, sl iW1,No 4 A, co :Qz CRAIG PARP040 il 6324 CR 579 VG, it- ar,=FNER, FL M4 FL, P1, LK;. NO 44756 xEnson lVAK CAST—CRETE 8" LINTEL FABRICATION DETAILS kMll Pt - $KC, Q. 4 T0WOFTIQN 177toii, ik I orIF:R' 'y 912 TO 11 C9 LWDCR or N < RmBia. F.C. - q% W, 44766 mufm Ift, FOS sw LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECSAFE LATERAL AST & PRESTRESSED UFOR -LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFELFLOAD srsY 4im. SAFE LOAD - POUNDS PER LINEAR FOOT P 8f28-w b37, TYPE M-Ii--iiz tT W16-IT 8F2811 tt i i Tvp-E EF12oefk!(,-m arw-ooii4-ca TYPE 8[18 8 8 PCMU Fra-71 fw 17 8178- 71 srs;i 71 LENGTH FD8 6f;2- IR w1fi IR 8F20 10 SF24-16 RM8 -7W el,37 * TYPE LENGTH 602 76, 1 vwq 371,15109' Y-6- (42-,' ? RECAST 72D S-6' (42') PRECASf W25 104 1.11. 8 S-6- (42-) PRECAST 'S&4 765b t449 7655 3524 om 70cl 3069 16W3 75478V410M44'-0' (48-; Ph*, CA-S 1 3820 4iio- -i634 elw-- 4'--0- (48') fIRtCASi -/ 6S ;6,5 1,509 4' -0- (461 PRECAST 2.M - 381S V5i6 bj7b 6011) 13fj 2y-,b Yxo- 3m 4570 - 5 , 5 - 125 4fk!t r,';3754789/4 i0394 I 16 j Nt i-60 1169 2flo7931 -3 7s 1 5-400 6774 1207 X402M UM "3- 4711 b3l" 1599 1161, 4 s1b V13 7541 6612 0294 1 W--7 4' 6- (54-) Pfkckst 592 591 10/,i 1 4*,6" (54-) PRECAST 1201 N40 2101 SsIb 4043 4111 W11 1 '2- 019 14M199975W 3123 6 4241 LOL6_ M!X, 2216 IbJK AM 3S61 4522 4b72 7 l"i' 745i4- (64') PRECAST i . 5 -4 (64) PRECAST 411 111 A 1217 1663 309053-6- 5- 1547 7342tt 735 laW 1016 M5 2276 64') PRECAST 105 117. 1 163t 7rm 549 3TI 909 IS6 SjJ 310IN 3670 4133 70-) PRECAST 340 339 616 ft 10-(70-) 5-10 PRECAST _L10621451 n22, 4360ItClijy 6QXp, Ably# 8328- 929 1557 2w M3 Slot 3620 C33 i2je ,,W X'I 1 3707 4363 mfil 2 J754L, 6- (78-) PRECAST 90K6* 6' (W) IiRLcksl t>O 12,1 490 6' -6' (18') PRECAST --L O 7 M&AItI'll - pi7(,* 1 IsbIII F -- 3Ts- o ttsbtt 6825 e14a7 WR 2379 2790 3251 3112 2205 7' 6- ()D-) IRFCASI 766i ins %85 f IOTIV :6; 4U 2025 242 -Z82fp, 177h(,4 1011 SMI 8467,,,' 6417 90") PRWAST 424 4 363 7'-6' (901 MCASI i 779 1 1224 574JJJjjj 7075 2426 2821 5228 486 Pets 7N, 1136(, g Nio 162-- no ss(N? (I 12 [*I (MI 326 S17, 2 -50 4- (H- le 15t. 21bl(w 75W 9' 4 9 PRFCAT _1474I 1r45 1843 2W 5485 6394(o, 4 M 1316 1643 IS60 M4 2619 Si5. ! _ -- T 1 T- 6"( I 26") PPFCAST 476 890 1247 __209s 2717 2WS 2161J6 10' I,W(W- j 284 401 180 W'-160261 114CAS1 43 0 0, W32W32181M43jX464,., 5ri 1 695 1 W 1412 (, 1' 3 M5 2 46 L 1763 036-) PRECAST _Z_ 545 __ L366 1$ 46 423 3127 MV. L L474 594,4 W3 g77"', 4 11'- Plif CAjf 2 G(; 452 1 t)4 i I PRECAST 7 3i21 4mjjj 4946171042tqj1312 0,; 16's 1, 19 2 g4 ff 1646242387317 151 2 ML2 724(,,j 9.58 Its} 136'3 144 PRKASf W --76 ISBSr 12 C- (144-) PRECAST 33/ 12, o' (144) rRLCk-,1 244 402 1 3J I Z 1.) 40 673 ; lh4 '864 2193 IW st,!I? I Tll5--T 10- 75 -tG Its 1373 8 13' 4-(',6,)) PRECAST 217 324 1 10 -- IY 4-(160-) PRECASTM4711- f5ti iol, 1428 444 WS M16 429 T 460 180 tq,, 1159 1. 1418 474 M 002 326 t 647 "2127 M4 3' i160 124 Mtj MA12200, 14'-O(16F-) Pf?EcASf 779 --(168PRECAST205293i0o14' O-(168 I ,,, 442 Ics tW2 t 101 7177 2630 410475m106, 3b8 T:V 1 W qtl Sid 14- 8-(i76)Rf&Sf N, H. 2, 84 (1 "6-) P TRESKD 234 33-4 PR,,-STRf SSFO L L" R,Ssfo 183ni14' e, ITR, 17 1,' 246 b, MR UR k1pUR R NR l054 115'-4 84 1 RLSIRLSSW NZ511, R, 7, 59 83 15'- 4' 1,-,4') I' VIS 1 Rf S-IT'D Pk:STRrSScc N-R, " p - " 07 710 1 ImM MCI NR Nil UP NR PRfSTRfSSF(T Np, sto Nu RR W 263 4(* - 12 11 64me 673 p. I' - 4, {208`) PRFSTRESSED N, R, 194 1 641 /'- 4- (208-) (IR61RE.SaX MIT 548 9!io tJ76 IW9 1849 2041 1M100514isR547141ix19' 4-(232 M,';IkLSSU' it' - 19' 4`(232 PR[Mt1,SLt,1 19* N. R. i/M t)2 222693 sl,1 91 j( 841 )77 Lf- WA NK N, 4N NR 2$5 4 0 150 0311 2 615 mi; :6626 w Nq Nk UK NR w 42 m 101 4w 56A 655 I ru S40 5,,t 845 !714 t3.6 1 t4u 5 42 71' 4"(256") PRENIRFSSED --' 142 --- --- 232 313 - Sl 721 SOS, 104$Vq 14R NH =NP. KR s/9 462 546 65c, 1 -) M6S1RLSRfJ27- - 0- (764 PRESTRESSED - __19 - -ll 77'- 0 264 T 315 fe't I 2b, 101 1ji 2 2Z - t '3 W 863 m NR W, 7R lii,,Ilz NR 24, a' (288" Njz. 91 -53 24', 0- (288") PFZf-TRFS%,-,, 492 1.7 916 109, 1222, snil 1,iL NWWRS IN FAWNTHESIS AR,*" PERCENT RIDU( jiCiNS FOR GRADE 40 SEE GMRAi NOTT NO. 18 ON SHUT 3 CV 3. K P,J!rNMESIS ARE PERCENT REMNONS FOR GRAD F 40 1qM AWK) REW, SEL CiNLRAT NOTF WO. 4 ON SftE 1 3 OEt GENERAL NWE NO, 4 ON Shfil 3 of 3. 0 till q, E OF GRAIGPARRINO 1 ' 6324CRSIO SFF GFNERAL 140TES - SHEET 3 OF 3 R SEFFNFR, F1 3J584 arc FL, P.E. LIG. NO, 44156 ION NUMBER ONE I T/TJ0j,9bt CS T E fSIGNA19I$-- f2z3oz9 INTEL FABRICATION DETAILS V-40, THRU I p"t M1* R C. CAST-CRETE8" L J, Ent:- tuiI: "m sy" aw PAM*, pz 41'. o, I 4Y to szkl I L Al P ION Mli 06/07/ 16 K6 I COX FAMM, P.f. e, FtKo. 44756 Dumms Na. roa swct 2 Of 3 SAFE GRAVITY LOADS FOR 8" PRECAST wf 8" PRECAST wl2" RECESS DOOR U•L€NTELS2" RECESS DOOR U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS SAFE - aTYPE LOAD 14srwa-r"T4 SAFE LOAD - POUNDS PER LINEAR FOOT •*rr• _49"_ PLF j w T SAFE LOAD - POUNDS PER LINEAR FOOT F ti _..,.., TYPE ; 6fif6 3'd81#1Q Qcss axur4 a &wss tw Bx+Tn ¢tl er XS a; zisasa ___ __ eRt6 is 3?6 t sa'ia-ii zrEe-s r F22=tr e z8 st x-tt ARU6 I `-__ % RU6 Si<( 6 LENGTH -- - gff6-SB dQi t(i f38gsf4 Ili fNtf tS-kft1E92(7-iti=&>t 2a-tE 8>sfJt}-F3 LENGTH-- . ' t LENGTIi " -. _. -_ SHtfi-JT EW'.4 Xi b2: t4-2F 6tTf t8 2t 19Zf 7i li fStif lfi-XF,4u-Tt S7Ffi 4349 S42t I 643 7567 j 9C=5 64E 235i ( 36°rfi 3755 444s s240 4 -4" (52 } PRECAST j i63:f t=49 31 _. _. 39. (57"} PRF hSE 7C 8 7:r7 t 184 4` 4" (5 } PP1F'RSf 1... x 1893699 1. 106 6439 K40 9419 Sb893 r 9fi5 16Ns 236t 3OS4 561 4N5 sF40 _ 15% 3Q63 2997 3%8 4V6 5924 1904 867 t6t74 2272 2439 S6Cf7 i275 4943 1 4` 6_ (54'} PR;CAS- :494 --- - -- f.. _- 4' 6- (,14-) FIRFCAST 694 693 SC73 4'--6" (A') P'R£CASF ""- 1756 3699 5206 6539 8060 9479 tU943 Hby 1d14 2 a 7959 Sb01 4? is l943 r. 926 1710 _IL_ 7777 7834 3462 3944 . tT5 4269 . 1797 2322 2864 33ES2 39}S 8 (68) Ptt CAST 856 i I16r 1'481 4657 6389 eo6oi 9t7t, 9311J. 5 -8" (68-) I4iECrSC 4C}£i afl! 655 5'-3" (5$ } E kECAT 615 i 1269 yr r e 2854 SsSz silF 8`.19 P653 L460 2F24 2449 3174 37t% _ . 6`as 17";1 746 . Mli, _ 113 , 3786 7759 x 3 ,C"(J€7) PkkEJtS? ? 81p ; _ _.-tU`(7tl"} PRECAST 382 ( 3e1 616 a-}O'"(lil'} f'StECkSF 655 1253 a74e r7s9 773 3786 »9sI, F(i3... 2343 4747 G6Y3a8064ftt7442n8106(nM _ . _.,,..., u.7;1 w 906 V6 ) 3 2i{ .,., 48 7717 944$ 738E _ , . ... 570 ( 979(q 5k: s98g 1479 787sp4 3179fn{ r'l,.' PR CAS- r97 6` 8{ 84') f r{iCAST 595 788 464b'--3 {8(l } ! f t,CA i t96i 1625 312p SA48 79i5 9479FtF95Y, 576 g Sa34 ;534 =9E0R4747879 3329 t49Q 2459 3118 5143 J719 5423 k IM s 747t 1i64its(s, 2166( ri 7567t 2{907 PRECAST G69 '-" /'_6- (9t)") i'tiifCA5T b0U Ci74 365 1`-6"('3ti-) M4tECA.,t 16 699t93('...;CMi 898 i364 765 2566 7567 2969 S 46 } PftE,CAST 41, 49 - so ,..'s66 Z253 3329 ( 4C91 3i46 __ _. ... rw _.. S 463 Mt T77 i546 i8,9 s 2S8„"• F t 9`-$` (316"}Pf2ffA,i 4 rr r9O 124 4` 8 tiff irREP14t -S =O5 is t . t E26 993 ` 156. 9 x75.3 5179 i 4ts3 °s691(i € ._ I" ( 395 S6t) FOt2_j 58F, i . f 76t ?0!6 ( 7331 ) rtC NAAABERS N PA.RENMESIS ARF P'ERCEN1 4AfC.i'4NS £`OR ^,RASrF 40 ` SEt (xiNILRAL NOTE. 18 () THIL NUMFI-F?S IN PF`XNTiW'47 a?E KRUM R.=t_ iCiKNI'4 MR E,Rk:3F 40 H1 'W 4LXX0 KEBAR, aL CLNERX WIL NO, 4 CIEt_D &DOE0 R€SAR. 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A /s Kwq AT do,,ra yi iM" iaFv /atttl m t of 1.10 —1 ux ply •a it axUKlt.torG ` :.•J • • ({ • • (}' rS41Ct CAVttf eja s u N dao—M. SEE SA4E hiEtbis. i A '• y4y • 44tt 97ST ftkL 9tCES 9} 'aa dcsg+w and a•,^aat y TAM ES FOR OAST r'7ATBdG { t entrd<d 1a,ec kmn t+< W. idoa tebf. 6 - f 2 i;?FZF3 . ffifi,. h' _:> 1 (a' AC1Uk. Pawaxo 1IMft FINt FiU;it AL'i`IKftvW. . vaFitFS` cait+.idug tx me': ruin xes:strz4 n.:urreri erg sttenz of 6-oeay Itora (ha pENzopcEO cou (Rcw) :a .• r 8 tY'!ttVd xi)t?t ( t 1«a a avwa6 7 • 's U L C(Ml'- % . E N • i 10 ` it a 9a1 W( d tr{' s;',, (»ttrna fit# w' fiee .6zr it fit kc kd et t* fisrtan a tno i e wi iary. t f[ CfH i`f`Y Jf }t •F (2) g 0• 4 t' • •4t by (i£i6 .. 'k' . • if /t x-F r C7 • T OF /yJ aY > r o. a {, f! 4 'RAIGPARRINO " 1--, RttIP.Cy 6324CR579 S£FFNER. FL 33504 FL PE LiC. NO 4475fi L REWAUN RUMBER c RrcEss TYKE oEslcr 00 ,z c s E. CAST— RETE 8" LINTEL FABRICATION D a s.s ,. 11 oa/9 mfmaEft (j • CDETAILS P OENERkL BYI5OY96tla11C 1 I __ w....:x •.a..r ,,,,• Fli mwi: users 14 B?ArtM BY. CtA34 PMXG YB 4 f$o kII. 44T56 Y Saj.EE 6B to SCAtE WC GiJ37f96 L&EC+tEO FT: cuic PAM*. P.E - P'm * G 447-A ( t9'itAYRG Ra. F64 4NEEi 5 if 1... V41-;r j CA-1 Documented Construction Value:Zao o Application No: I 'A `7 Job Address: l Historic District: Yes [I No 9 Parcel ID: i-o7- 3 6 ResidentialM CommercialEl Type of Work: NewEl AdditionEl Alteration El RepairEl Demo El Change of Use 0 Move[] Description of Work: F4, k Plan Review Contact Person: AtIA4,0w4u." Title: V Phone: 3.2-t -- 1--71 - / Y;— Fax: 3)-/ -,)-a Email: Namedoa,") 46./ // , o-" e 5 Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Phone: 34/ - Z 77 Street: /00 &Ivs &4 Fax: 3,41 - .2-0 7 - 613 1 City, State Zip: Otfi6j4 rt 3 Z-7 r State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON 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 rnade to obtain a permit to do the work and installations as indicated. t 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 clecttical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FRC 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: JL)iie 30, 2015 Pernul Application I 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 pen -nit 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 of0wier/Agent Date Print, Owner/Agent's Name Signature ol'Notary-State ot'Flortcla Date Owner/Agent is __ Personally Known to Me or Produced ID Type of ID L 7 Sig] iatur/llf Contractor/Agent Date T Sigh statS8,110e orl-loridaYidill3w, 3 'WW03 AVV U909099 # uolssfwwoo 9PPO13 10 WIS - 311qnd AiRION ONVIG 3113NNV Contractor/ Agent is Personally Known to Me or Produced ID __ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical PlunibingE] Gas[ ] Roof[] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No [] 4 of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesFJ NoE] WASTE WATER: BUILDING: Revised. June 30. 2015 Vernut Application Integrity Plumbing & Mechanical, Inc. Job Quote 4/24/20171 Builder- David Weekly Homes Community: Reagans Point Trade: Plumbing Subcontractor: Integrity Plumbing & Mechanical,inc. Contact Person: Dan R•kaw I Office Phone: 407-399-4414 Cell Phone: 407-399-4414 Fax Number: 321-207-0316 E-mail: browkawdaln @Dgmad.com Proposal based on plans, specifications, and scope of work provided by Builder. Price protected through November 23, 2017 Elevation Plumb thru Drywall Trim Labor Fixtures 3,620.00 1 1 #t 640.6-0 1p 5,670.00 3,590.00 3,590.00 1,640.00 3,590.00 1,640.00 3,370.00 i of of 5,640.003,590.00 3,590.00 to! off EMM"A"M L $1,640-00l H i 5,_64_0.00____ FINAL SURVEY LEGAL DESCRIPTION: LOT 36, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 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 17 TAMPICO WAY, SANFORD, FLORIDA 32773 1 N Site Benchmark Information- 1 Fnd. Nail & Disk "LB 2108". Elevation:51.53' \ W E 2 \ d s 0 Fnd. Nail & Disk "LB 2108". \ b?, G 0 Elevation: 45.30' O g' FEB 2 2 2018 Lot 35 Q 1 0- s 0A';, o c OQDCo 0 y Co 4 ............. Z . po'a . y ° d °° . 5h 90 ........... eta ........... GG GGN1 ........... p oJ \ s t e>Le pt .. As050 Lot 36 ( O oQ qo a P.C. located on Lot 37 O ;q o' n , d e o ' ° 5 Lot 37 #2 m 66 4 4. O Fnd. 1/2' Rebar Cap "LB 7623" I Unless Otherwise Noted) Benchmark Information - Seminole Countv Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) Revision: Added Final Survey - 11/15/17 Revision: Added Foundation Survey - 7/13/17 L1 S 34'31'30" E 27.95'(P) Graphic Scale 10' 20' 40' Scale: 1 "=20' Field Date: 2/2/2018 Date Completed: 2/5/2018 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based uponthe Line Denoted with a BB'. I hereby Certify that this Boundary Survey of the above Des nribed Property is True and Correct to the Best of my Knowledge and Belief as recently, Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5J-17.052 Florida Drawn By: R.S. File Number:IS-36535 FI-U Legend- C Calculated PC - Point of curvature Building Ties are NOT to be used to reconstruct Property Lines. Administrative Codes, Pursuant t ction 472 27 Florida Statutes. Centerline Pg. -Page FenceOwnership isNOTdetestimed. cK..1R 8 CMConorete Block Concrete PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS Q4,.RIIri qF!"9 Q `° a•?O MonumentP.O.B. - Point of Beginning gotherwise noted.9&12 FOR CormD Concrete Description P. O.L.-Pointen Line PP - Power pole Septic Tanks and/or Drainfield locations are approximate and MUST be verified by No. N0.6 l THE DE Drainage Easement FIRM - Permanent Reference appropriate Utility Location Companies. FIRM oe PatrickK. Irelan .fcoRtoP 6637 LB 7623 Esmt -Easement Monument Use ofThis Survey for Purposes other than Intended, Without Written Verification, Will be F. E.M.A. -Federal Emergency PT -Point Of Tangency gat the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Y.q usebo Said Certified Parties. ThisSUNByisintendJofManagement Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. Surve NOT VALID UNL and Embossed with Surve o s Seal. FFE Fnd. IP Finished Floor Elevation Found IronPipeRod. - RadialThis R& C- Rebar&Cap Roc. - Recovered POINTS OF INTEREST PAVERS AND CONCRETE OVERLAP UTILITY EASEMENTS. r 7() // n .ry heldd & Associates Surveying I c. LLength (Am) Rfd. - Roofed r M N&D Measured Nail & Disk Set - Set %" Robot & Rebar Cap "LB 7623' DocuSigned by: 1301 S. International Parkway Suite 2001 N. R. OR. Non-Radial Official Records Book Typical UE UE - Utility Easement I I I K •'t• Lake Mary, Florida 32746 P Plat WM - Water Meter www.irelandsurveying.com P. B. Plat Book wood Fence A - Delta (Central Angle) 0— - Chain Link Fence B1 CED63FCAE64E8. Office-407.678.3366 Fax407.320.8165 Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE 6RA11T 1`1ALOYv SENII`IOLE COU11TY TOWN SQUARE TITLE, LTD CLERK OF CIRCUIT COURT & COrIF'TROLL-ER 250 EAST COLONIAL DRIVE, SUITE 301 BK 8882 P:u IL128 (IF'gs) ORLANDO, FLORIDA 32801 CLERK'S -r` 201702?366 TELEPHONE: 407.422.2234 RECORDED 03/24/2017 08-34"56 Al"! FACSIMILE: 407.843.8964 RECORDING FEES $10-0171 RECORDED BY lidevore WE17022 RECORDING INFORMATION ABOVE THIS LINE I NOTICE OF COMMENCEMENT I Permit Number: Tax Folio Number: 22-20-30-518-0000-0010 (2arent 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: I. Legal Description of the Property: Lot 36, 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. Pro2crty Address: 4617 Tampico Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(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 I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92,525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John K as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because: 04-personally know him/her/them OR 0 1 have satisfactory evidence of same based upon a 0 Florida driver's license or El Other identification: WITNESS my hand and official seat in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature PLACE NOTARY NAME SEAL IMMEDIATELY KLOW) D,13RUCKS 1H CUAIISSION # FF 047059 EXPIFIES:Seplember 10, 2017 1- 4"N 4!4, COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000253 BUILDING PERMIT NUMBER: 17-10000253 DATE: April 28, 2017 UNIT ADDRESS: TAMPICO WAY, 4617 22-20-30-520-0000-0360 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 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4617 TAMPICO WAY / REAGAN POINTE / LOT 36 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54,00 Family CO -WIDE ORD Houu/Ang 5,000.00 1.000 dwl unit 5,000.00PASingle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY:(YII `) 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** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUTTHkQi?? NOT LATER THAN CERTIFICACOPPIESUEST FOR REVIEW MUST EOFTE OF RUETLESEGOVERNINGCUPANCYOAREMENTSPPEALSMAYNTYBEROCCUPANCY. TPICKEDEUPLOORENT CODE. REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR T 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 'OP 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. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address:% Historic District: Yes El No Parcel ID: Residential M Commercial 7— Type of Work: New Addition Alteration 11 Repair El DemoD Change of UseEl Move El Description of P C/ L Work: LLel Plan Review Contact Person: Phone: Name Street; City, State Zip: Title: Fax: - Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: /C;",— e) Street:/' 7/;; Fax. 2 t) City, State Zip: State License No.: Cy, Name: Street: city, St, Zip: Bonding Company: Address: - Arch itect/Eng ineer 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'h Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application Jtj,: Io addition to the reclur 1-011 rents of" this permit, dwro may be additional restrictions applicable to this property that may be found in the. public records ol'this county, and there may be additional permits required from other governmental entities Such as wator districts, state agem"'ies, of' federal agericie's. Acceptance of'perinit, is verification that I will notify the owner of tire property of the require trients of Florida Lien Law, FS 7 11 The City ofSanfordrequires payment of plan review fee at file (title of,permit submittal. A copy of the execrated contract is re(joired in order to calculate a plan review Charge and will be considered the estimated construction value ofthen job at the. time: of submittal. The actual construction value will be figured based oil the current ICC Valuation Table in effect at the time the permit is isstred, in accordance with local ordinance. Should calculated charges Ifigured off the executed contract exceed the actual constrilictiorr value. credit will be applied to yo"r permit fees when tire permit is issued. OWNER'S AFL4 IDAVIT: 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. 7" Sigotctu e Date, Sigl0flive of,coll ctor/Agem 1)'4 Print Owner/ Agont's Name Signature of Notes -State of Florida Data Owner/Agent is _ Personally Known to Me or Produced ID Type of 11) Print Cotapictor/ Agent's Name ni,, of N(") Date Signature otary (frtco,fflida 4+ CHAO W cown'ERY My COMMISSION F F0,959 18 EXPIRES April 25, 20)20 0 n y-- M to Me or X, Contractor/AgerifProducedID --__ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl ElectricalE] MechanicalE] Plumbing© GaS] RoofE] Construction Type,_____ occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes D No D 4 of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: WASTE, WATER: ENGINEERING: FIRE: BUII-, DING:-- COMMENTS: Remcd: J title 30, 2015 CITY OF SANFORD p BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address r° 2 Vk` tr.> 22" Historic District: Yes No Parcel IUD: ResidentiaQ Commercial ! 1 Type of Work: New.0Addition Alteration Repair Demo Change of Use Move Description of Work: o k. Plan Review Contact Person: i_ Titl} e:, Phone: ` 01 S` 5& Fax:-i,j- 3 Email: h C r (,.o-y a Pronerty Owner Information Name V), ,# , Street: City, State Zip:; ` Name ,, 4e L-1 Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? :- Contractor Information Phone: 10 -7-_ S : 15 -_32 4 Fax: `- t o j- aa-_2' ;3<?53 State License No.:CAC05 D44( r Architect/ Engineer Information Phone: Fax: E- mail: T 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 Shalt 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 am"li—at work will be done in compliance with all applicable laws regulating construction and zo*<.— !, Signature of Owner/Agent Date Sig re of Contractor/Agent te C- -ha SO Print Owner/Agent's Name Punt Contractor/Aent's Name 6QAA4 AlkAa= Signature of Notary -State of Florida Date Signature State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 07) 39"153 Floada Notary SeNiCe . Com Owner/ Agent is Personally Known to Me or Contractor/Agent is _-Tersonally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricalE] MechanicaIE] Plumbingo Gas[-] Roof[-] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] NOE] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes [-] No WASTE WATER: BUILDING: Revised: June 30,2015 Permit Application S'.'A'rEW1DE State Cert CAC032448 L-888-83t-2065 DEL-AIR HEATING o AIR CONDITIONING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page I of 2 3ob 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 7413 TONNAGE 3. 0 SEER 14.00 HSPF 8.2 FANS/ FAN- TOTAL CONTRACT NOTES Added 3/ 13! 17 LIGHT COMBOS 4/ 0 PRICE 6,597. 00 7497 2.5 14.00 8.2 4/0 6,449.00 L 7499 REAGAN POINTE - 40' GARDENS PLAN NAME 7510 TONNAGE 3. 0 SEER 14.00 HSPF 8.2 FANS/ FAN- TOTAL CONTRACT NOTES LIGHT COMBOS 4/ 0 PRICE 6,850. 00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 1 3. 0 1 14.00 8. 2 4/0 6,758.00 Pricing valid for ( 6) months Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials