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HomeMy WebLinkAbout2946 Gipper Cir (2)ISSUEDSWITHINM660CALENDARR DAYS OVALTHEIRF EAC EIVINGISIGNATURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 1-1-)) t (P COUNTY OF SEMINOLE 00 IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 DATE: April 20, 2017BUILDINGAPPLICATION #: 17-1000024461-701?+ Q ( BUILDING PERMIT NUMBER: 17-10000249 UNIT ADDRESS: GIPPER CIR, 2946 22-20-30-520-0000-0060 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 6 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 299446 GIPPER CIR, REAGAN POINTE LOT 6, EE BENEFIT RATE UNIT CALC UNIT TOTAL DUEDISTSCHEDRATEUNITS TYPE -------------- TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS N/A 705.00 Single Family HouTg .00 1.000 dwl unitFIRERESCUENA 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unitSCHOOLSCO -WIDE ORD 54.00 Single Family Housing 5,000.00 1.000 dwl unitPARKS 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY SIGNATURE: C& ASE PRINT NAME) V DATE: ''li NOTE TO RECEIVING SIGNATORY[APPLICANT• FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. n PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOT cc LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THk REQUEST Q\Q FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 17.01 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT OIBE YEHECK OUBEOTHRPNOFDESTHECOUNTYBULDINGPRMITNMERATEtOTATEMENT. LEFT OTHIS ISSUEDSWITHINM660CALENDARR DAYS OVALTHEIRF EAC EIVINGISIGNATURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Telephone 407-422-2234 GRANT MALOY. SEMINOLE COUNTY CLERK OF CIRCUIT COURT b COMPTROLLER BY. 8935 Ps 52 (1P9s) CLERK'S : 2017060811 RECORDED 06/16/2017 01:45:07 PM RECORDING FEES $10.00 RECORDED BY .ieckenro WE17022 RECORDING INFORMATION ABOVE THIS LINE CORRECTIVE NOTICE OF COMMENCEMENT Permit Number: STATE OF FLORIDA COUNTY OF ORANGE Tax Folio Number: 22-20-30-518-0000-0010 (parent THIS CORRECTIVE NOTICE OF COMMENCEMENT IS BEING RECORDED TO CORRECT THE PROPERTY ADDRESS OF THAT CERTAIN NOTICE OF COMMENCEMENT RECORDED UNDER CLERKS NUMBER 2017029363 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 6, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2946 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. estmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NO rice Or COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT DV 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 mes, LLC a Delaware 'mited liability company By: STATE OF FLORIDA COUNTY OF ORANGE as Authorized Agent I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, Kenneth L. Schlitt 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 Kenneth L. Schlitt, is/am the same person(s) either executing or acknowledging execution of the foregoing instrument because:) 4 -personally know him/her/them OR O I have satisfactory evidence of same based upon a O Florida driver's license or O Other identification: WITNESS my hand and official seal in the State and County aforesaid this 16th day of lune, 2017. CERTIFIED COPY . GRANT MALOr-'P'- two ERK OF THE CIRCUIT COURTNo[ary Public Signature , MACE NOYARY NAME A SEAL IMMEDIAMY BEWW) AIVD COMPTROl1.ER, o`'j`Y X64% DBRUCKS SEMINOLE COUNTY, KOWA ,,r t MY COMMISSION I FF 047059DEPUTY CLERK EXPIRES: September 10, 2017 Oo ft0dibru So* No" Sevin$ JUN 16 X911 Revision A Z Respon to Comments Permit # a - I I I (n City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date (,a (I/ 1 Project Address:,1 1D D P Jl 2A'e Contact: I Ph: L40 -4-R 1,2 S -09a-g S Fax: Email: +Q GLPXt Au bbcy ees.CzYY) Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: 11 ROUTING INFORMATION Approvals Building !S;F 49 - 7 - 17 1I j0t-#^/ jOIC-E.s X Z CsRlft-S Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: 11 ROUTING INFORMATION Approvals Building !S;F 49 - 7 - 17 1I j0t-#^/ jOIC-E.s X Z CsRlft-S REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR -DETACHED Permit # 17-1116 Address: 2946 Gipper Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final rMin Max Inspection Description 10 Plumbin Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING PERMIT APPLICATION b ; Application No: L c Documented Construction Value: $ -,(o1_ a4S . I Z$ Job Address: l9 Ilp G:Pcity Cif G 2 Historic District: Yes NO Parcel ID: al -a- &'4.0 —bQ152o-00ob- Oblo 0 Residential 0 Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use hIove Description of Work: Plan Review Contact Person:-r6k10; A Rj C k'PyIYLQ Title: praD "A coomif1Aiw Phone: iiP''j US'- 82 -BS Fax: Email:1gCke-ri dw 1 Property Owner Information - 11 Name - R C. T G Phone: '416 - 3114 - 13 8(05 Street: _1111 N-gsx4 00& ROatcl Resident of property? : `-- City, State Zip: vtou'lyb P1 l TQC :11 -ors: Contractor Information Name &u C1 tm e, Phone: Lib•+- %QS -$abC3 Street: WL5ft&2 _4e SdVf &&:k A600 Fax: City, State 'Lip: affilrM $ 1 4 37--:K4 State License No.: Architect/Engineer Information Name: Mon ixriSiAl- eLa Phone: L104 - (Qi31 _ 1G 1-+ Street: r al S, VV0_SirAotrr4 W 4*_ &AM—IOD Fax: L01 -(0$1?o AltAm&84+ L2 •W • •.. •.. . , Bonding Company: Address: Mortgage Lender: / V2 Address: 'Qk WAIUNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCEMENT NIAY RESULT IN YOUR PAYING TWICE FOR IJIPROVEiKENTS TO YOUR PROPERTY. A NOTICE OF COMMEINCENIEN"r MUSTBE 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 COtNIME NCEME NT. 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. FITC 105.3 Shall be Inscribed with the date of application and the code of that date: 51" Edition (2014) Florida Building Code Revised: Ju ,20is Permit Application ON\ C5 NOTICE: It, addition to the requirements of this permit, there may be additiona! restrictions applicable to this property thn: 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. 150wi Duff; e Print Owner gent's Nanoc kLw'-- 41 Signnht(ejof Notary• t. PwwrftoofFltM Date NOTARY PUBLIC STATE OF FLORIDA COW* 0GO021396 Explroe 8/15/2020 Owner/Agent is Personally Known to Me or Produced [D Type of [D Ba' A_ '_ 64 Si atura of C . as Ages Date ouc1 Dtt -e Print Cant •tor/agent's Name ftftke NOTARY. PUBLICC STATE OF FLORIDA Cam* GG002096 Contractor/Arent is Personally Known to ?vIe or Produced 03 Type of [D BELOW IS FOR OFFICE USE ONLY Permits Required: Buildinrg9i Electricalle Mechanical it ] Plumbing Gas Roof Construction Type: V Q, Occupancy Use: {Z3 Flood Zone: Jo Total Sq Ft of Bldg: 21009 lin. Occupancy Load: W # of Stories: 2 - New New Construction: Electric - # of Amps 150 Fire Sprinkler Permit: Yes No ld # of Heads APPROVALS CON VIENTS: ZONING: L UTILITIES: ENGINEERING: 'tt, 3' FIRE: Plumbing - # of Fixtures 1 Fire Alarm Permit: Yes Noe WASTE WATER: BUILDING: ' f w Revised: June 30, 201 i Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: *2121 a I hereby name and appoint: Tali is M • P:cLwmj U an agent of: 1 i,1/t d Hr rric S Name or Company) to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9/ The specific permit and application for work located at: vxr/I_ ^ I--- - A%-^/_ d_r/ MCI Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Rev. 0$.13) as City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - Augusl 2017 BP# 17-1116 2946 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 23341square feet SQUARE FOOTAGE OF GARAGE ONLY: I 375 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2709 square feet Dollar Valuation of Work: $282,634.58 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 86.74 2,018.45 25.00 847.91 2,978.09 Plumbing Fixture Calculation 17-1116 2946 Gipper Cir 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 #: 17-1116 Address: 2946 Gipper Circle Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2709 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 r City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 2946 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0060 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2i0j07 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway Q The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-1116 Reviewed by: Michael Cash, CFM Date: May 3, 2017 RR I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & o4 Landscaping in Right -of -Way wnfordri.pov Department of Planning & Development Services 300 North Park Avenue, Sanford Florida 32771 Phone: 407.888.5140 Fax: 40Y.688.5141 This perrnit 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 approv6d as part of this permit. The permit is required for driveway or s 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 wlthln the city right-of-way. It does not approve any work within any other , Jurisdiction's right -of --way. All requested Information below as well as a current survey. site plan or plat clearly Identifying the rolw,.n.htielow, size and location of the existing right -d -way and use shall be provided or application could be delayed. Cagwre»rmara 1. Project LocallonlAddress: A9y se e t ee err G rrA-e Sd,n'wr4tz ia 3 2. Proposed Activity: ® Driveway ® Walkway Other: 3. Schedule of Work: Start Date "M Completion Date —AV& Emergency Repairs 4. Brief Description of Work: Dhia m" aN 14idrt Wt7l lt. 4blr pe, Maintenance Responsibilitlos/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement This shall include mainlenanco of the Improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written Clry authorization, remove said Installationfimprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, ulllitles, stormwater fadtities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such fad8tles are in the public right-of-way. If the Requestor does not continuously maintain the Improvement and area In a000rdence with previously slated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestoes expenso and. It necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, Its councilpersons, agents, eanronts, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suite, Judgments, losses, expanses, damages (direct, Indirect or Consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have rVd and uncigrstaniLthe above statement and by aligning this application I agree to its terms. rN' /F/ffzr This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour Inspection. Pre -pour inspection by: Date: Official Use Only Application No: Fee: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Dote: Dale: Date: Date: 2016 RAW I lea rA—.. nM REQUEST FOR TUG & PRE POWER AGREEMENT AL.I, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 441 ZO 1, Project Name: Rf–AadI/1 J?6f1ke Project Address: r141L4(p ft•Aot - UTvAte_ Building Permit A Electrical Permit # fn consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, tha jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the Jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third potty claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 10011/c complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licegsed electrical contracto.r 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. TWs TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUC approval is for service and outside CFCI outlets only. 9. Check with the local jurisdiction for fces associated with tugs. BvuLi bufR e Print Name of r/Tenant 5fignati.9 o Owner/Tenant JURISDICTION EMPLOYEE NAME: RMSDICTION: Print of Ge . Contractor Signat of Gen. ontractor C0 _, I51q Gen. Contractor License # T._ / a1 u., ISA n ; e1 Print Name of El Contractor Si ature of El. Contractor EL.Contractor License CALLED INTO: a Progress Energy o Florida Power and Light on —/—/, rev. 02/10/15) N Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE TOWN SQUARE TITLE, LTD 250 EAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422.2234 FACSIMILE: 407.843.8964 1111111111111111111111111111111111111111 GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT It COMPTROLLER BY. 8882 P9 1025 ( iP9s ) CLERK'S T 2017029363 RECORDED 03/24/2017 08:34:56 AM RECORDING FEES $10.00 RECORDED BY hdevore W E 17022 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number:22-20-30-518-0000-0010 (parent STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 6, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2942 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIKA'rIUIV Ur Hit NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Vertication 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 Kingman K sting 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, Ware the same person(s) either executing or acknowledging execution of the foregoing instrument because: AQ -personally know him/her/them OR O I have satisfactory evidence of same based upon a 0 Florida driver's license or O Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature iPLACE NOTARY NAME& SEAL IMMEDIATELY BELOW) AV1 1PbA(• D. BRUCKS CE FLED DY -GRANT AM ate... + r , Flr * IIY CA%flSSION v FF 047059 CLE OF RCI TCOURT ,,y`,'%``+r4't"f`z~ pon elTnropuJelNoertServces ANO G'M R ERA A %Iwr`:: '0L`O B y BSEANNO AFl RlOPIlTY CIE 4 ZO,i RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot6ReaganPointe7510AGRE Builder Name: David Weekley Homes Street: 2946 Gipper Circle City, State, Zip: Sanford FL 32773 Permit Office: Permit Number: #17 - 1 1 6Owner: nS4N1FOVkt) Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2875.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1414.50 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1102.90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1390.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1390.00 ft= 6. Conditioned floor area above grade (ft') 2174 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(358.3 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U -Factor: Dbl, U=0.34 278.28 ft' SHGC: SHGC=0.30 b. U -Factor: Dbl, U=0.55 80.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 33.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 33.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.358 ft. Area Weighted Average SHGC: 0.329 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft' None c. other (see details) R= 470.00 ft' 15. Credits Pstat Glass/Floor Area: 0.165 Total Proposed Modified Loads: 68.14 PASSTotalBaselineLoads: 71.99 1 hereby certify that the plans and specifications covered by Review of the plans and 4-fHE Sr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance q u„ ''•` = -°,.• C°.a^ • with the Florida Energy Code. PREPARED BY: Before construction is completed cc - DATE: 04 122()17 this building will be inspected for V compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 00 wE OWNER/AGENT: BUILDING OFFICIAL: DATE:i 1) 2 4 1 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 Qn for whole house. 4/12/2017 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot6ReaganPointe7510AGRE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area- 2174 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2946 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2174 19841.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 917 8528.1 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1257 11313 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ___ 375 fl' 19 0.2 0 0.8 2 Floor Over Other Space 2nd Floor ____ __ 787 ft' 0 0.3 0 0.7 3 Raised Floor 2nd Floor ____ ___ 95 ft' 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1st Floor 118 ft 0 917 ft' 0.5 0 0.5 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2291 ft' 362 ft' Medium 0.85 N 0.85 No 0 18.4 ATTIC IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 150 2174 fl' N N 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 CnDne 0AnA_'n1n 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1390 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 10 Wall Type0Space 1 N Exterior Frame - Wood 2nd Floor 19 48 7 9 0 437.3 ft' 0 023 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 7 27 7 9 4 257.4 ft' 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 W 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 19 48 7 9 0 437.3 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 7 43 7 9 4 406 8 W 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 tt' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 7 16 0 9 4 149.3 ft' 0 0 0.6 0 9 - Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 ft' 0 0.23 0.3 0 10 S Exterior Concrete Block - Int Insul 1st Floor 7 5 0 9 4 46.7 ft' 0 0 0.6 0 11 W Exterior Concrete Block - Int Insul 1st Floor 7 14 0 9 4 130.7 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U -Value WidthWidthArea Ft In Ft 1 E Insulated 1st Floor None 39 3 8 24 ft' 2 Wood 1st Floor None 39 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang J # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 0.3 3.0 ft' 1 ft 4 in 1 ft 0 in None None 2 N 1 Vinyl Low -E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 N 2 Vinyl Low -E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 0 in None None 4 E 3 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 3 ft 6 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low -E Double Yes 0.34 0.3 10.3 ft' 1 ft 4 in 4 ft 6 in Drapes/blinds Exterior 5 6 E 3 Vinyl low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 6 ft 0 in Drapestblinds Exterior 5 7 E 3 Vinyl Low -E Double Yes 0.34 0.3 10.3 ft2 1 ft 4 in 7 ft 6 in Drapes/blinds Exterior 5 8 S 5 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 1 ft 0 in None Exterior 5 9 S 6 Vinyl Low -E Double Yes 0.34 0.3 16.4 ft' 1 ft 4 in 12 ft 0 in Drapes/blinds Exterior 5 10 W 7 Vinyl Low -E Double Yes 0.34 0.3 41.3 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 11 W 8 Vinyl Low -E Double Yes 0.34 0.3 54.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 12 S 10 Vinyl Low -E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 1 ft 0 in None None 13 W 11 Vinyl Low -E Double Yes 0.55 0.43 80.0 ft' 6 ft 8 in 1 ft 0 in Drapes/blinds None 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM PAnr%-,2nid 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft" 375 ft' 39 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1653.4 90.77 170.71 .2606 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 33.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 33 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None H' DUCTS v# Supply ---- Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 434.8 It Attic 108.7 It Proposed On 2nd Floor -- cfm 130.4 cfm 0.06 0.50 1 1 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 EnoKA GAnG_'MIA 4/12/2017 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ Jan Heating fX} Jan Feb X] Feb j j MarfX} Mar j j A r Apr a MaY IM Junri Jun Julrl Jul Aurl Au Aug rl Sep SePSe Oct Oct Oct j Nov Nov X Nov Dec Dec Dec Venting l[ 1 Jan JJ Feb X]) Mar X] A r l May Jun Jul X] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 4/12/2017 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2946 Gipper Circle, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U -Factor: Dbl, U=0.55 SHGC: SHGC=0.43 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types R=19.0a. Frame - Wood, Exterior Single-family b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 917.00 R' 10. Ceiling Types No a. Under Attic (Vented) 2174 b. N/A R= c. N/A Area 11. Ducts 278.28 ft' a. Sup: Attic, Rel: Attic, AH: 2nd Floor 80.00 ft' Efficiency 33.0 12. Cooling systems ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= H' 13. Heating systems R=19.0 a. Electric Heat Pump 3.358 ft. 1102.90 ft' 0.329 358.56 ft' Area 14. Hot water systems 917.00 R' a. Electric 787.00 ft' b. Conservation features 470.00 ft' ft' R= None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: N 12.0 11 Address of New Home:qNV E,1 ope,.- (,,'tiLI City/FL Zip: unlw, C Insulation Area R=19.0 1414.50 ft' R=7.0 1102.90 ft' R=13.0 358.56 ft' R= ft' Insulation Area R=38.0 1390.00 ft' R= ft' R= ft' R ft' 6 434.8 kBtu/hr Efficiency 33.0 SEER:14.00 kBtu/hr Efficiency 33.8 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat F114E STg7Fo ce li ri 4 e._ o Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/12/2017 11:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 I DEL-AIRManual S Compliance ReportWRI""0''1111'"11 m Entire House DEL-AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 Fax. 407.333.3853 Web: WWW DEL -AIR COM For: David Weekley Homes Job: Lot 6 Reagan Pointe 751... Date: 12/29/2016 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 93.0°F Sensible gain: 27832 Btuh Entering coil DB: 77.0°F Outdoor design WB: 75.2°F Latent gain: 3890 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 31722 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14N60360000B0+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 27622 Btuh 99% of load Latent capacity: 6521 Btuh 168% of load Total capacity: 34143 Btuh 108% of load SHR: 81% Design Conditions Outdoor design DB: 40.9°F Heat loss: 24743 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14N6036000060+F64CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 133% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets are all requirements of ACCA Manual S. 2017 -Apr -12 11:31:18 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 page 1 ACC . 6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces. E AN Component Constructions Job: Lot 6 Reagan Pointe 751... Date: 12129/2016 ttlrJtna • /tlCONUMNN0 Entire House 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n By: FJF 9.89 198 10.6 212 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it DEL -AIR HEATING & AIR CONDITIONING overhang (4 ft window ht, 1 ft sep.); 6 67 0 head ht 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM 2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 3 0.340 0 9.89 30 12.4 37 Project• it sep.); 6.67 ft head ht For: David Weekley Homes 2B-2tv: 2 glazing, cir outr, air gas, vni frm mat, Or low -e innr, 1/4" gap, n 24 0.340 0 9.89 237 12.4 297 1/8" thk; NFRC rated (SHGC=0.30); 1.33 It overhang (4 it window ht, Design Conditions 11 it sep.); 6.67 ft head ht Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain K StOffe-•F U'•'FBtuh BWhlre BWh BWh/R' BWh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 414 0.068 19.0 1.98 818 1.49 617 fnsh, 2"x6' wood frm, 16" o.c. stud a 202 0.068 19.0 1.98 401 1.49 302 S 405 0.068 19.0 1.98 802 1.49 605 w 228 0.068 19.0 1.98 452 1.49 341 all 1250 0.068 19.0 1.98 2473 1.49 1865 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins. 8" thk, 1/2" gypsum n 233 0.167 3.0 4.86 1130 3.31 771 board int fnsh a 88 0.167 3.0 4.86 427 3.31 292 S 415 0.167 3.0 4.86 2016 3.31 1375 w 146 0.167 3.0 4.86 709 3.31 484 all 881 0.167 3.0 4.86 4283 3.31 2921 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 337 0.091 13.0 2.65 893 1.47 495 wood frm, 16" o.c. stud Windows Wrl htiSoft 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 20 0.340 0 9.89 198 10.6 212 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (4 ft window ht, 1 ft sep.); 6 67 0 head ht 2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 3 0.340 0 9.89 30 12.4 37 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 1 it sep.); 6.67 ft head ht 2B-2tv: 2 glazing, cir outr, air gas, vni frm mat, Or low -e innr, 1/4" gap, n 24 0.340 0 9.89 237 12.4 297 1/8" thk; NFRC rated (SHGC=0.30); 1.33 It overhang (4 it window ht, 11 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, a 31 0.340 0 9.89 309 29.7 928 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, a 10 0.340 0 9.89 103 29.7 309 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.5 ft sep.); 6.67 ft head ht 2017 -Apr -12 11: age I9Right•Suile® Universal 2017 17.0.16 RSU24005 page 1 ACCK...6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House laces. E 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, a 16 0.340 0 9.89 154 29.7 464 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr ouir, air gas, vnl frm mat, clr low -e innr, 1/4" gap, a 10 0.340 0 9.89 103 29.7 309 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 31 0.340 0 9.89 309 12.4 387 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 it window ht, 1 ft sep.); 6.67 ft head ht 10C -v. 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 21 0.340 0 9.89 211 8.67 185 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 16 0.340 0 9.89 162 12.2 200 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (5.3 ft window ht, 12 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, w 42 0.340 0 9.89 412 29.3 1221 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, w 54 0.340 0 9.89 534 29.7 1606 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 ft overhang (6 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" w 80 0.340 0 9.89 792 18.9 1511 gap, 1/8" thk; NFRC rated (SHGC=0.30); 500/9 drapes, medium; 6.67 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 24 0.390 0 11.3 272 12.1 291 n 21 0.390 0 11.3 242 12.1 258 all 45 0.390 0 11.3 514 12.1 549 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 1390 0.026 38.0 0.76 1052 1.42 1972 gypsum board int fnsh Floors 20P -19t: Fir floor, frm t1r, 12" thkns, r-19 cav ins, amb ovr 95 0.050 19.0 1.45 137 0.73 69 20P -19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 19.0 1.45 549 0.73 275 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.8 3398 0 0 2017 -Apr -12 11:31.18 wright5oft' Right•Suite® Universal 2017 17.0 16 RSU24005 Page 2 CG...6ReaganPointe7510A\Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House (aces: E 4DEL-AIR Pro ect Summary Job: Lot 6Reagan Pointe 751... Date: 12/29/2016 erarlao • In emom um Entire House By: FJF DEL -AIR HEATING &I AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone 407-831-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM For: David Weekley Homes Notes: LS by CA on 04.12.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 21451 Btuh Ducts 3292 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24743 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area eft Hea2t' N Cool i Volume 21080 21080 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO AHRI ref 9162429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Latent cooling Relative humidity 50 Moisture difference 39 gr/Ib Sensible Cooling Equipment Load Sizing Structure 22677 Btuh Ducts 5155 Btuh Central vent (0 cfm) 0 Btuh none) 33800 Btuh @ 47°F Latent cooling Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 27832 Btuh Latent Cooling Equipment Load Sizing Structure 2938 Btuh Ducts 952 Btuh Central vent (0 cfm) 0 Btuh none) 33800 Btuh @ 47°F Latent cooling Equipment latent load 3890 Btuh Equipment total load 31722 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000BO Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 33 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017 17.0.16 RSU24005gRight 2017 -Apr -1211:31.18 Suite® Universal Page 1 6ReaganPointe7510A\Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces E QEL-AIR rdmw - m mmriooro Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone- 407-831-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 6 Reagan Pointe 7510 A ... Date: 12129/2016 By: FJF 1 Room name Entire House Family 30.5 ft 2 Exposed wall 275.0 ft 9.1 ft 9.3 H Ucod 3 Room height 1.0 x 241. 5hea ft 4 Room dimensions 2308.5 ft , 241.5 ft' 5 Room area Ty Construction U -value Or HTM Area (ft) Load Area ((t) Load I number Btuh/ft?'F) BI ft) I or perimeter (ft) Bt uh) or perimeter (1t) Bt h) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12E-0sw 0.068 n 1.98 1.49 437 414 818 617 0 0 0 0 0 0 0IW F -G 2A-2ov 0.340 n 9.89 10.59 20 0 198 212 37 0 0 0 0 0 I -.--G 2B -2(v 0.340 n 9.89 12.39 W 13A3ocs 0.167 n 4.86 3.31 3 257 0 233 30 1130 771 0 0 0 0 11 L --r, 2B -2N 0.340 n 9.89 12.39 24 0 237 297 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 270 202 0 401 309 302 928 0 0 0 0 0 0 0 G. 2q-2ov 0.340 a 9.89 29.74 2A-2ov 0.340 a 9.89 29.74 31 10 0 103 309 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 16 0 154 464 0 0 0 0 0 0 2A -ZDV 0.340 a 9.89 29.74 10 0 103 309 0 0 0 0 0 0 V 13A-3ocs 0.167 a 4.86 3.31 112 24 88 24 427 272 292 291 0 0 0 0 L -D 11DO 0.390 a 11.35 12.11 W 12E-0sw 0.068 s 1.98 1.49 437 405 802 605 0 0 0 0 01____G 2A-2ov 0 340 s 9.89 12.39 4.86 3.31 31 453 31 415 309 2016 387 1375 0 154 0 154 0 748 510 W 13A-3ocs 0.167 s v 0.340 s 9.89 8.67 21 21 211 185 0 0 0 0Et10C 2A-2ov 0.340 s 9.89 12.24 16 0 162 200 0 0 0 0 0 0 0 W 12E-0sw 0.068 w 1.98 1.49 270 228 452 412 341 1221 0 0 0 0 0L_G 2A-2ov 0.340 w 9.89 29.34 0.167 w 4.86 3.31 42 280 1 146 709 484 131 51 246 168 W 13A-3ocs 2A-2ov 0.340 w 9.89 29.74 54 0 534 1606 0 0 0 0 lei 2A-2ovd 0.340 w 9.89 18.88 80 45 792 1511 80 45 792 0 1511 0 P 12C-0sw 0.091 - 2.65 1.47 358 337 893 495 0 0 0 0LD11600.390 n 11.35 12.11 21 21 242 258 0 0 0 0 C 16B38ad 0.026 0.76 1.42 1390 1390 1052 1972 0 0 0 0 F 20P -19t 0.050 1.45 0.73 95 95 137 69 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 0.989 28.78 0.00 378 918 378 118 549 W% 275 0 242 31 878 0 F 22A40 6 c) AED excursion 1858 I 1485 Envelopeloss/gain 16850 17669 26631 3674 12a) Infiltration 4602 1458 521 0 165 0 b) Room ventilation 0 0 13 Internal gains: Occupants aQ 230 5 1150 2400 3 690 Appliances/other Subtotal (lines 6 to 13) 21451 226"1 3184 4529 Less external bad 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 21451 22677 3184 4529 14 Subtotal 15 Duct loads 150/0 23% 3292 5155 10% 100/0 318 453 Total room load 24743 1100 27832 1100 3503 156 4982 197 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. right-soft'9 2017 -Apr -12 11:31 e8 I1. Ri htSuite® Universal 2017 17.0.16 RSU24005 Page 1 6ReaganPointe7510A%Lo16ReaganPdnte7510AGRE.rup Calc = MJ8 House faces: E Job: Lot 6 Reagan Pointe 7510 A ... 2QEL--AIR Right-J® Worksheet Date: 12129/2016 Entire House By: FJF DEL-AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone- 407-831-2665 Fax, 407-333.3853 Web, WWW.DEL-AIR.COM Dining Kitchen 1 Room name 34.0 K 37.5 K 2 Exposed wall 9.3 ft hea 9.3 K he 3 Room height x 193.0 Ht It1.0 x 444.8 ft 4 Room dimensions 1.0 193.0 ft 444.8 fl' 5 Room area Ty Construction U-value Or HTM Area (fl2) Load Btuh) Area (Ill or perimeter (ft) Load Btuh) number BtuhffV -F) Btuhlft2) or perimeter (R) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W 12E-0sw 0.068 n 1.98 1.49 0 0 0 0 0 0 0 0 0 0 0 G L.-.G Z4_2ov 2B-2fv 0.340 0.340 n n 9.89 9.89 10.59 12.39 0 0 0 0 0 0 107 0 107 0 521 0 356 W 13A-3ocs 0.167 n 4.86 3.31 117 93 0 450 237 307 297 0 0 0 0 11 L_G 2B-2ry 0.340 n 9.89 12.39 24 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A_2, 0.340 0.340 a a 9.89 9.89 29.74 29.74 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 51 0 27 0 133 0 91 IL 13A3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 24 24 272 291 L_D 13A- 1DO 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 W LJC 12E-0sw 0.068 0.340 s s 1.98 9.89 1.49 12.39 0 0 0 0 0 0 0 0 W 2A-2ov 13A3ocs 0.167 s 4.86 3.31 51 30 146 99 191 175 0 850 0 580 0 10Gv 0.340 s 9.89 8.67 21 21 0 211 0 185 0 166 0 162 200 2A_2D, 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 L-G W 2A-2ov 13A3ocs 0.340 0.167 w w 9.89 4.86 29.34 3.31 149 95 463 316 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.89 29.74 54 0 534 0 7606 0 0 0 0 0 0 IJ 2A_2o d 0.340 w 9.89 2.65 18.88 1.47 0 0 0 0 0 0 358 337 893 495 P L_D 12C-0sw 11DO 0.091 0.390 n 11.35 12.11 0 0 0 0 21 21 242 0 258 0 C 16B-36ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 0 0 0.989 1.45 28.78 0.73 0.00 193 34 979 0 4451 38 10791 0 F 22A4pl 1 1 II 463 270 6 c) AED excursion 3020 3274 4152 2000 Envelope bss/gain 581p 640 p 12 a 0 b) fi Room ventilation 13 Internal gains, Occupants Q 230 1 230 0 7200 Appliances/other 3601 3688 4793 3403 Subtotal (lines 6 to 13) Less 0 0 Less external bad 0 0 0 0 transfer 0 p 0 0 Redistribution 3601 3688 4793 3403 14 Subtotal 1p% 10% 360 369 100/0 10%1 479 340 15 Duct loads 3961 4160 5234743_ 3148Totalroombed176160 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Apr-12 11:31:18 pp- wrlghtssol • Right-Suite® Universal 2017 17.0.16 RSU24005 Page 2 AC. ..6ReaganPointe7510A\Lo16ReaganPomte7510AGRE.rup Calc = MJ8 House faces: E QDEL--AIR Right -J® Worksheet Job: Lot 6 Reagan Pointe 7510 A ... Entire House Date: 12129/2016 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407-831.2665 Fax 407-333.3853 Web WWW DEL-AIR.COM 1 Room name Powder Mstr Blhno 2 Exposed wall 16.0 ft 9.3 ft heat/cool 23.0 ft 9.0 ft heat/cool 3 4 Room height Room dimensions 6.5 x 6.0 ft 1.0 x 134.0 ft 5 Room area 39.0 ft' 134.0 ft° Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (Btuh/fV-'F) (Bluh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Gross N/P/S Heat Cool Gross N/P/S Heat CoolHeatCod 6 W 12E-0sw 0.068 n 1.98 1.49 0 0 0 0 99 96 190 143 LS2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 3 0 0 0 30 0 37 W 2B -21v 13A3ocs 0.340 0.167 n n 9.89 4.86 12.39 3.31 0 33 0 33 159 108 0 0 0 0 11 L G 2B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 0 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 a 9.89 29.74 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 0 0W13A3ocs0.167 a 4.86 3.31 61 61 295 201 0 0 0 0L11DO0.390 a 11.35 12.11 0 0 0 0 0 0D W 12E-0sw 0.068 s 1.98 1.49 0 0 0 0 0 0 0 0 0 0 0L_G 2A-2ov 13A3ocs 0.340 0.167 s s 9.89 4.86 12.39 3.31 0 56 0 56 0 272 0 186 0 0 0 0 0W 10C -v 0.340 s 9.89 8.67 0 0 0 0 0 0 0 0 0 0I_G 2A-2ov 0.340 s 989 1224 0 0 0 0 0 0 W 12E-Osw 0.068 w 1.98 1.49 0 0 0 0 108 108 214 161 0LG2A-2ov 0.340 w 9.89 29.34 0 0 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 w 4.86 3.31 0 0 0 0 0 0 0Ej2A-2pv 0.340 w 989 2974 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 2A-2ovd 12C-Osw 0.340 0.091 w 9.89 2.65 18.88 1.47 0 0 0 0 0 0 0 0 L_D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B38ad 0.026 0.76 1.42 0 0 0 0 134 134 101 190 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 0 0 0 0F F 2OP-191 22A-tpl I 0.050 0.989 I 1.45 28.78 I 0.73 0.00 0 39 0 16I 0 4W I 0 0 0 I 0 0 0 f 6 c) AED excursion 50 S6 Envelope loss/gain 1 1186 4451 535 475 12 a) Infiltration 273 87 379 0 120 0 b) Room ventilation 0 0 13 Internal gains: Occupants Qa 230 0 0 0 OAppliances/other 0 Subtotal (lines 6 to 13) 1459 531 914 595 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 1459 531 914 595 15 Duct loads 100/0 10"/0 146 53 24% 37% 216 223 Total room load 1605 584 1129 50 818 32 Air required (cfm) 1 71 231 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i+ J 2017 -Apr -1211.31:18 r-- wr hltsot Ri9ht-Suite® Universal201717.0.16RSU24005 Page 3 6ReaganPdnte7510A\Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces E DEL -AIR Right -JO Worksheet M CBNMTMXM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 Fax: 407-333.3653 Web: WWW.DEL-AIR.COM Job: Lot 6 Reagan Pointe 7510 A ... Date: 12129/2016 By: FJF 1 Room name Mstr WC Msir Bdnn 2 Exposed wall 4.0 ft 9.0 N heallcool 30.0 ft 9.0 N heallcool 3 Room height 4.0 x 6.0 It 1.0 x 237.5 ft 4 Room dimensions 24.0 H' 237.5 H' 5 Room area Ty Construction U -value Or HTM Area (ft2) Load Area (fta) Load number (B1uh/ft'-'F) (Bt ft') or perimeter (ft) (Bt uh) or perimeter (ft) (Stuh) Gross N/P/S Heat Cool Gross N/P/S Heat CoolHeatCool 6 W 12E-0sw 0.068 n 1.98 1.49 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r I --G W 213-21v0.340 13A-3ocs 0.167 n n 9.89 4.86 12.39 3.31 0 0 0 0 0 0 0 0 11 LC 2B -2(v 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 a a 9.89 9.89 29.74 29.74 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-0ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 0rD11D00.390 a 11.35 12.11 0 0 0 0 0 0 144 144 285 215 W r G 12E-0sw 2A-2ov 0.068 0.340 s s 1.98 9.89 1.49 12.39 0 0 0 0 0 0 0 0 0 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 0 0 0W L_G 10C -v 0.340 s 9.89 8.67 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 12E-0sw 0.340 0.068 s w 9.89 1.98 12.24 1.49 36 36 71 54 126 84 167 126 W LC 2A-2ov 0.340 w 989 29.34 0 0 0 0 42 1 0 412 0 1221 0 W 13A3ocs 0.167 w 4.86 3.31 0 0 0 0 0 0 0 0 0 L -G G 2A-2ov 2A-2ovd 0.340 0.340 w w 9.89 9.89 29.74 18.88 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 0LD11DO0.390 n 11.35 12.11 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 24 24 18 34 238 238 180 337 F 20P-191 0.050 1.45 0.73 0 0 0 0 77 77 0 112 0 56 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00! I 6 c) AED excursion I I I 9 I 424 Envelope Ws/gain 89 78 1155 2379 12 a) InTibralion 66 0 21 0 494 1570 b) Room ventilation 13 Internal gains: Occupants Q 230 0 0 0 1 230 60D Appliances/other Subtotal (lines 6 to 13) 155 99 1649 3365 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 155 99 1649 3365 14 15 Subtotal Duct loads 24% 37% 37 37 24% 37% 380 1260 Total room bad 192 136 2039 91 4625 183 Air required (cfm) 9 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rkwrr htS40V 9 2017 -Apr -12 11 31:18 A Ri h1 Suite® Universal 2017 17.0.16 RSV24005 Page 4 6ReaganPante7510A\Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces: E DEL -AIR Right -J® Worksheet suffm-'"m"=111M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot 6 Reagan Pointe 7510 A ... Date: 12129/2016 By: FJF 1 Room name Mstr WIC Utility 2 Exposed wall 5.0 ft 6.5 It 3 Room height 9.0 It heaUcool 9.0 ft heal/cod 4 Room dimensions 1.0 x 98.0 ft 8.5 x 6.5 It 5 Room area 98.0 ft2 55.3 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number Btuhlft2'F) Btuh/ft2) or perimeter (it) Bt uh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 n 1.98 1.49 45 45 89 67 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 I --G 2B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 11 L-_' 2B-2ry 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A -20v 2A-2ov 0.340 0.340 a a 9.89 9.89 29.74 29.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 W 13ASocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 r 11DO 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 s 1.98 1.49 0 0 0 0 59 59 116 87 L_C 2A-2ov 0.340 s 9.89 12.39 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 10C -v 0.340 s 9.89 8.67 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0G W L_C W 12E-0sw 2A-2ov 13A.3ocs 0.068 0.340 0.167 w w w 1.98 9.89 4.86 1.49 29.34 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I_G P 2A-2ov 2A-2ovd 12C-0sw 0.340 0 340 0.091 w w 9.89 9.89 2.65 29.74 18.88 1.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1D C 11DO 168S8ad 0.390 0.026 n 11.35 0.76 12.11 1.42 0 98 0 98 0 74 0 139 0 55 0 55 0 42 0 78 F 20P -19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P -19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 01 0 0 I! 0 0 0 6 c) AED excursion 20 S9 Envelope loss/gain 163 186 158 96 12 a) Infiltration 82 26 107 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 246 212 265 730 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 246 212 265 730 15 Duct loads 24% 37% 58 79 24% 37% 63 273 Total room bad 304 292 327 1004 Air required (cfm) 13 12 1 15 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightt sotV Right-Suile® Universal 2017 17.0.16 RSU24005 2017 -Apr -12 1Page 5 6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces: E 9 Q/ EL -AIR Right -J® Worksheet Job: Lot 6 Reagan Pointe 7510 A... ememsm Entire House Date: 12129/2016 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM 1 Room name Bdnn 2 Sthnn 2 2 Exposed wall 14.0 It 0 ft 3 Room height 9.0 ft heal/Cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 170.8 H 100 x 5.5 ft 5 Room area 170.8 H' 55.0 H' Ty Construction U -value Or HTM Area (ft3) Load Area (ftj Load number Btuh/ft' •F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Blah) Heal I Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 n 1.98 1.49 126 106 210 158 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 20 0 198 212 0 0 0 0 I-- G 2B-2fv 0 340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 11 L-(' 2B-2ry 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 Ln 11DO 0.390 a 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 s 1.98 1.49 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 s 9.89 12.39 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 s 486 3.31 0 0 0 0 0 0 0 0 Lj10C v 0.340 s 9.89 8.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 LG, 2A-2ov 0.340 w 9.89 29.34 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 w 4.86 3.31 0 0 0 0 0 0 0 0 Ej2A-2ov 0.340 w 9.89 29.74 0 0 0 0 0 0 0 0 2A-2ovd 0.340 w 9.89 18.88 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 147 0 0 0 0 0 0 0 0 L -D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16121.i8ad 0.026 0.76 1.42 171 171 129 242 55 W 42 78 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.73 67 67 97 49 52 52 76 38 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 64 10 Envelope bss/gain 634 597 118 106 12 a Infiltration 231 73 0 0 b3 Room ventilation 0 0 0 0 13 Intemal gains: Occupants aQ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 865 670 118 106 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 865 670 118 106 15 Duct loads 24% 375/6 204 251 241/6 37% 28 40 Total room bad 1069 921 1 145 146 Air required (cfm) 48 36 6 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrlghftgOft' 2017 -Apr -121131:18 RightSuite® Universal 2017 17.0.16 RSU24005 Page 6 6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = M.18 House faces: E 1QEL-AIR Rmw - M msrorNo Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 6 Reagan Pointe 7510 A ... Date: 12/29/2016 By: FJF 1 Room name Bdnn 2 WIC Retreat 2 Exposed wall 3.0 ft 9.0 it heat/cool 41.0 it 9.0 ft heat/cool 3 Room height 8.5 x 3.0 ft 1.0 x 368.3 ft 4 Room dimensions 25.5 W 368.3 ft' 5 Room area Ty Construction t1 Or adAreameter n(Btuh/ftF) (Bt ft.) or perimeter (ft) (Bh) or peri(ft) (B uh) Gross N/P/S Heat Cool I Gross N/P/S Heat CoolHeatICool 6 W 12E-0sw 0.068 n 1.98 1.49 27 27 53 40 32 32 62 0 47 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 0 0 0 0 0 I- G W 2B -2[v 13A-3ocs 0.340 0.167 n n 9.89 4.86 12.39 3.31 0 0 0 0 0 0 0 0 0 11 L__G 2B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 149 0 0 0 0 0 0 104 31 72 0 143 309 108 928 0.340 a 9.89 29.74 0 0 0 0 0 0G2A-2ov 2A-2ov 2A-2ov 0.340 0.340 a a 9.89 9.89 29.74 29.74 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 0 0 0 0 0 0 0I _ G t-D11D0 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 12E-0sw 0.390 0.068 a s 11.35 1.98 12.11 1.49 0 0 0 0 0 0 234 203 401 303 W L _, 2A-2ov, 0.340 s 9.89 12.39 0 0 0 0 31 31 0 309 0 387 0 W 13A3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0 0 0 LAG 10C,v 2A-2ov 0.340 0.340 s s 9.89 9.89 8.67 12.24 0 0 0 0 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 0 0 0 0W L-(; 24-2ov 0.340 w 9.89 29.34 0 0 0 0 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 w 4.86 3.31 0 0 0 0 0 0 0 0Lj2A-2ov 24-2ovd 0.340 0.340 w w 9.89 9.89 29.74 18.88 0 0 0 0 0 0 0 0 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 P L_ 11Do 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 D C 16B -38W 0.026 0.76 1.42 26 26 19 36 368 368 279 522 F 2OP-191 0.050 1.45 0.73 0 0 0 37 0 19 18 17 18 17 25 25 13 12 F F 20P-191 22A4pl 0.050 0.989 1.45 28.78 0.73 0.00 26 0 26 0 0 0 0 0 0 0 6 c) AED excursion 10 149 Envelope loss/gain 110 85 1553 2170 12 a) Infiltration 49 16 0 675 0 214 0 b) Room ventilation 0 13 Internal gains: Occupants @ 230 0 0 0 UAppliances/other 0 Subtotal (lines 6 to 13) 159 101 222812384 Less external bad 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 159 101 2228 2384 14 15 subtotal Duct loads 24"/0 37% 38 38 240/6 37% 526 892 Total room load 197 9 139 5 2755 122 3276 129 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghts4ft* 9 2017 -Apr -12 11 31:18 i0CP. Ri ht -Suite® Universal 2017 17.0.16 RSU24005 Page 7 6ReaganPointe7510A\Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces: E DEL -AIR Right -J® Worksheet A -AMCO"1 SM Entire House DEL -AIR HEATING & AIR CONDITIONING s31 CMISCO WAY SANFORD. FL 32771 Phone: 407.831.2665 Fax: 407-333.3853 Web WWW DEL -AIR COM Job: Lot 6 Reagan Pointe 7510 A ... Date: 12/2912016 By: FJF 1 Room name Bdnn 3 WIC Bdnn 3 2 3 Exposed wall Room height 4.5 ft 9.0 H heat/cool 26.0 ft 9.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 1.0 x 186.0 ft 5 Room area 36.0 ft= 186.0 112 Ty Construction U -value Or HTM Area (It') Load Area (f P) Load number BtutJfl2-'F) Btuh/fF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cod 6 W 12E-0sw 0.068 n 1.98 1.49 0 0 0 0 108 108 214 161 LS2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 0 0 02B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 W 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 11 LC 2B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1.98 1.49 41 41 80 60 126 90 177 134 02A-2ov 0.340 a 9.89 29.74 0 0 0 0 0 0 0 2A-Zov 0.340 a 9.89 29.74 0 0 0 0 10 0 103 309 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 16 0 154 464 2A-2ov 0.340 a 9.89 29.74 0 0 0 0 10 0 103 309 W 13A-3ocs 0.167 a 4.86 3.31 0 0 0 0 0 0 0 0 0 0L11D00.390 a 11.35 12.11 0 0 0 0 0 0D W 12E-0sw 0.068 s 1.98 1.49 0 0 0 0 0 0 0 0 0 0 0 0L_G 2A-2ov 0.340 s 9.89 12.39 0 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 s 4.86 3.31 0 0 0 0 0 0 0Lj10Cv0.340 s 9.89 8.67 0 0 0 0 2A-2ov 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0 V 12E-0sw 0.068 w 1.98 1.49 0 0 0 0 0 0 0 0 0L- 1 2A-2ov 0.340 w 9.89 29.34 0 0 0 0 0 0 0 W 13A3ocs 0.167 w 4.86 3.31 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 w 9.89 29.74 0 0 0 0 0 0 0 0 G 2A-2ovd 0.340 w 9.89 18.88 0 0 0 0 0 0 0 0 0 0 0P12C-0sw 0.091 2.65 1.47 0 0 0 0 0 LD 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 116B -Mad 0.026 0.76 1.42 36 36 27 51 186 186 141 264 F F 20P-191 20P -19t 0.050 0.050 1.45 1.45 0.73 0.73 0 32 0 32 0 47 0 23 0 184 0 184 0 268 0 134 F 22A-tpl 0.989 I 28.78 0.00 0 01 0 0 0 0 0 0 6 c) AED excursion 14 207 Envelopeloss/on 154 121 1160 1982 12 a) Infiltration 74 23 428 136 0b) Room ventilation 0 0 0 13 Ir4emal gains: Occupants Q 230 0 0 0 0 0Applianceslother01 Subtotal (lines 6 to 13) 228 145 1588 2118 Less external bad 0 0 0 0 0 0Lesstransfer0 0 0 0 0 0 14 Redistribution Subtotal 228 145 1588 2118 15 Duct loads 24% 372/0 54 54 24% 37% 375 793 Total room bad 282 199 1963 2910 Air required (cfm) 13 8 87 115 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsoft' 2017 -Apr -1211:31:18 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 8 6ReaganPointe7510A\Lot6ReaganPointe7510AGRE rup Calc - MJ8 House faces. E 2DEL-AIR Duct System Summary Job: Lot 6 Reagan Pointe 751... aEU . ,q KrimnrodNo Date: 12129/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333.3853 Web WWW DEL-AIR.COM For: David Weekley Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.172 in/100ft 1100 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.172 in/100ft 1100 cfm 139 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 h 1069 48 36 0.231 6.0 Ox 0 VIFx 18.8 85.0 SO Bdrm 2 WIC h 197 9 5 0.225 4.0 Ox 0 VIFx 21.7 85.0 stl Bdrm3 c 2910 87 115 0.221 6.0 Oxo VIFx 23.8 85.0 stl Bdrm 3 WIC h 282 13 8 0.225 4.0 0x0 VIFx 21.5 85.0 stl Bthrm 2 h 145 6 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 stl Dining h 3961 176 160 0.183 8.0 0x0 VIFx 35.9 95.0 st2 Family c 4982 156 197 0.184 9.0 Ox 0 VIFx 35.8 95.0 st2 Kitchen h 5272 234 148 0.195 8.0 Ox 0 VIFx 28.1 95.0 st2 Mstr Bdrm c 4625 91 183 0.192 8.0 Ox 0 VIFx 24.9 100.0 st3 Mstr Bthrm h 1129 50 32 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 Mstr WC h 192 9 5 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 Msir WIC h 304 13 12 0.190 4.0 Ox 0 VIFx 26.1 100.0 St3 Powder h 1605 71 23 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2 Retreat c 3276 122 129 0.234 7.0 Ox 0 VIFx 17.7 85.0 stl Utility c 1004 15 40 0.239 4.0 Ox 0 VIFx 15.2 85.0 stl 2017 -Apr -12 11:31:19 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House (aces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 163 232 0.183 525 9.0 0 x 0 VinlFlx SO SO Peak AVF 462 572 0.183 728 12.0 0 x 0 VinlFlx st2 Peak AVF 638 528 0.172 596 14.0 0 x 0 VinlFlx 2017 -Apr -12 11:31:19 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House (aces: E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx 2017 -Apr -12 11:31:19 wrightsoft• Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 ACCK ...6ReaganPointe7510A%Lot6ReaganPointe7510AGRE.rup Calc = MJ8 House faces: E Transfer ducts/grates sized In conpliance with Florida Residential Bulldln Code - M16OP.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. 3' bath duct to roof cap w/fan Nutone 696RNB 3.0 TON V/8KV e240V 1PH 1843 plen 22x14 rad platform by bldr scale HONEYVELL 2 ZONE DAMPER SYSTEM HZ221K 8ARD14TZ ARD12TZ O CPRD10 DATS C7735A 1000 z -f TH632OU1000DAG TH632OU1000DAG 40va trans Y BLDR MIN FLORIDA Core Plan Notes DADAN Au IMONM1141 M5101!:1IGR55 tOtUt SASNMIXDOMS r to G911O1dul r sled ulCncnllrrwltcS rcNC0YNA1If SrLICS SUNIAtlrt RCOMYLM IrSI:CS 6ct IMI UIIAt t1!t N0ASI1r6:M11 3r1MUt 1?UterAlYlArWrON Out MrSOn IMUMLOAl t11t ROADWIM tl tlNlltnA MIIU 13BSOUDWWDOX13MSD000AIOXttWWIm12 S h LL DOOR! IMt tX0AAA0c u n106 fADt ANI t0rf RD1M INA6cLrCLlkitlO ItwZ OAr 1 rrel 112 AA4q GrKrrlatlD a 6uA0e Cn u1G IY12 w IIIr wu Iial16 AI! Volt 11?Orr-AIM BOAIDAI ALAGAIAG: WAL1SA. 2uLM St MMu1G OAWt NOM rAta M:t ONAI IC IDO11M1INOMSIILS 0 ewntOG Users M@11t IK Ort1110 OrMort rRus IIIN0A16L0CA10101st IWA1:IWIItSA10rt DItn4SIRDGMN0NSLADACt Yt10W INt1Or6SIrMIQ IrtO4MOrlNXGSINYYtANNMWOrAIXMtS As%r lot nI1S" r MXOr IM IiYMfIXtwxCH IN Ytl0M61M1IrD nM AAO t WIN$Or r1A110A6 SIMLL I OA I f dObO OIt ATOS INAI ALLOM rAMA0tOr A M UAYt I,R Srntrt WR wt SLCIWrtNIGSMt LOCA Ito r111t X1t 11CIti Q n4$rtD r440n 641IAICr101XGNILURDXS 1wW tYANIGNSSDOOAA%ttlILtSSIwu1t ANWORLDWAMAMIOt A11N INL P01vSNt9~A0ILA2'6 RODYMI161Y01G I0A311rt II! OtSIOU FreMert SRO/I1D SYOS t1U1 t MICIO111110S IS It., LStD rGlt iLol IMI A YOI Ifte—t 11 Ik RLlS'rAIAI MYL Ai.'IURnSIIAu rwitDt rOr40ROX1A 1911 AIK.10NIia rt tr011 WIICtAS DtID 161AA1 t D M AOM ItD cxNFtt R10 fwC Oct ILRISIOM 111Mu NI rANtS IR WI V10 X IL M dL NB 270RIS rtA ILSSRGR rtDrldI nuts I ACIY111Or16 r14tf rRa'YWMh rLAIP61ulll RAtrra VLlArrlXnttv RECORD COPY Q t•? tr•O i•O 1•Q h 4 4 It •O 1.1 SOrnl 7 tl •O e•s r•o t••7 DINING Q dr•f N ELY. LYN. 0) O e os 1r) LL- id05lf) 0) Rj —) i b A r- I.0 Q LL- Z Z o wJ s Q ERPL1Am J tr l 16 Q Of L0 LL. J 14x8 lrcd 0 0 FAMILY165 e•o s••e s••v ts4 SAIK r10N1rA; - J J. 0 h IoORD VLMI Us i N 8• 11608 lecd S°i 14x8 11 c g. q r -r r•• ----i , r In RIG outwli 1 x ItOn n11DNILN OSWAu 7 2 it 0 e 9 s rtA00 1 GARAGE 16'x12' p INn lfOf- q An r•r 4 NTR T M0 t 4 e.e s•r AD AO 5 SOsO 160 /4GAN1GeDOWI 25 I 3' bath duct to roof cap dNaT i b v-• r -w w/fan p n T HSOrnI Nutone 696RNB IRM! L'1 to 10CHUM b taut iiw_w._ t•? tr•O i•O 1•Q B It •O o tl •O JD •Q Q dr•f N FIRST FLOOR NOTE: ALL IST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OTHERWISE Must have a minimum clearance of 4 Inches around t e air handler per the State Energy code. All duct has an r=6 Insulation value. Rti 'fa' 1 W LU 0 o C N Q dr•f N ELY. LYN. 0) O d 1r) LL- id05lf) 0) Rj —) M A r- I.0 Q LL- Rti 'fa' z o N CD ELY. LYN. LAS W Z Z o wJI— Q ERPL1Am J o Z) Q Of L0 LL. J V) 0 0 ti OWNER'S REMELT 4' dryer duct to roof cap w/dryer vent box 1444111rn\ 12x900W Iwcd 35 5 to V 1:.•i . iiBl Co IICv r''I J.. oPR u P In l I Y 1, i '-• i so HSA ""Sri 3o11¢tn 0r -C 0r -O 0r -C ItWI WAtI R¢OSESN pr -s s•C r•s C•C s•o :•o 3.110 tf•i If •Q t^J li•V Transfer ducts/grilles siz conpUnnce with Florida Resldi Bl Ing Code - M1602.4 Data Return Air, exceptions 1-3. Bt Aust provide unrestricted I undercut on doors to habl to roof cap w/fan Nutone 696RN 3.0 TON V/8KW e240V 1 18x13 plen 22x14 rad platforw by bldr scale 11/8'=1'0' HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K 8ARD14TZ ARDI2TZ O CPRD10 DATS C7735A 1000 t-1 TH632CU1000DAG TH632OU1000DAG 40va trans ALL 11t DD011Y Kw%S 101O:t t 161155 tOtW SASAMIDDOWSrte oYAMI&I l SrcM DIQeMAR1tANLi:S rtn00nuln4ro t WA11r 41m1OOM ITSrtCS Set IKI RIAI tA It110NSItK:Yr Wim V ALPAMAA11OWMGM 11lIt1 dOn IMSODAl tilt 10/100016 Y1111D 11MdIt nMt 0ID I3e S0uDwWb 0n i w & S lot t DOOR rt ne te0Ala0t a utimD SrACc AMD tOJri Qate SII I t rt A 111¢ wucgGrrSar DMD AI GAILeGc Cnu Afe Abet IIl6I1SMDARDAIAU00ABI--'sc0UlZst1`J M&OLNCt 01A I IC Ior t O TA8DOW& lS IN DmerO M FS +rime int a wtNOrSDt00tuD 10M IPPA12130HItAlO.t ..."N 11,100 1 ec AMS I VA111 A Irt OtAAAOr.111105tAu 1 ADrt I K r MSM nOCnOr In IIOOM IA KKII IR 111 Set D1401IrIWMSANt Dl r dM1 OremMGS IMI VAYt k 11trRRt MIeH 61Cn0 tMa AAt 1,00\11,01 rILiA IEYIIAl10r1011r0 MtOJhIl ME r1pONYAYD0ulS3 A1Cg0'l De11ALml1lIMQ 1n IA ruusee DILAMRAC 10ACA eve Im odd r padk w 4rronr o Sued .tutt r011CIAA111A11,t 1101 trtOncO li lie nNA InAIIOH M eOar011GSAI aArinonAG rt 11.01nWCtAS otlrOM IGIIlIMIG r14C i.'! ItJ18,0A1e11MALLd1 NAMSF AIt11W WKWALtrl rclrrlrl nctD n.Atrutdnld•AmrtnQ9rtuutt roir6munlr SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'-0" UNLESS NOTED OTHERWISE Must have a minimum clearance of 4 Inches around the air handler per the State nergy code. All duct has an r=6 Insulation value. Rating ZM 0 N Q U I I I I I I I II1 0 2 4-> r W W 1.1 1 Y LJ 0 AN I I I I 4 C) I I I I M IL. d U) N Rj —) A r- NO W I LL lA I I I I In c L 0 2 4-> r 1 Y LJ 0 AN W 3 4 VJ O d M IL. d U) N Rj —) A r- NO W I LL o N m W Z 0J_ Z 0 Q O J O O Q w m0 J()00 Must have a ninImun clearance of 4 Inches around Transfer ducts/ggrrlles sized In cwgftnce with Florlda Residential Aidingg Code - M160-4 Balanced Return Ah-, exceptions 1-3. &Alder must provide unrestricted i Inch undercut on doors to habitable rooms. J- loatn auct to roof cap w/fan Nutone 696RNB a0 TON W/8Kv e240V IPH 1843 plen 2244 rad ptndtrforn by bt scale 4/8'=1*01 HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K 8 ARD14TZ Q ARD12TZ O CPRD10 DATS C7735A 1000 3 TH632OU1000DAG TH63201.1100011AG 40va trans RECORD COPY 0\4 FLORIDA Core Plan Notes OBOY13 ALL BEDAoor, w,lco Ws To Er erAEss EaIAL SASH wN0pW5PB,OOWIMIY' SPECS g10NFNAPPWISESPER OOMULPM SPECS STAR TRIM FFA pOYYWIY SPECS. SEE NT DETAIL EXIB00RSTEPS:YN 3rWi0E.IPaBEPi NUC7LrHGH NAA I W NGHTHRESHOLOAT EXTERIOR OM 1411120 YM71E FOE RATED.1 Yr SOW WOOD.OR 133 SOUDORR NONEYCOA®OOFE STEEL ODOR IEIWEENGARAGEA IMNOSPACEANDEOLWFEDYM A SELFIMOSWG DEVICE S3TYPE 1011E RATEDIGYPSWIM EOMI AT C,4PAM CEUNG YYIEN HAMABLEROOMS ARE ABOVE. UTGYP,ARY 93M AT ALL GARAGE WALLSCEBNGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC R312.2.1VADOWSILS NOWB111GWM.WNUETNEGIEWGOFANOPERABLE WNOCAV 6 LOCATED LIRE TW N 72 NOES ABOVE THE ANSHEDGRADE OR St/FACE VLOW.11E LOWLSI PALO OF PC OLEAROPLKNG SHALL BEA W((MUYff 24 NOES ABWVE TLE FNl41ED ROOK OF THE FROM N WHCH TIE WINDOW 6 LOCATED.OPERABLE SECTIONS OF WIDOWS SHALL NOT PEEWIT OPEMNG9 THAT ALLOW PASSAGEOF A AOL DIAMETER SPHERE WERE SKIIOPENNGSARE LOCATED VWTM 24 INCHES OF FINISHED FLOOR FGIZ7.1 ANOIORNG REO WIAEJIIS. WINDOW AND GLASS DOOR ASSELeLES SITYILLBE ARlC1MEO NACCORDARM VIM THE PUBUSFED NWiACRATE•S RECAAaENOAT10N5 TO ACHIEVE THE DESIGN PRESSRIFE SPECIFIED. SIASSTTIM ANCHDRNG SYSTEMS USED FOR SUBSTRATES NOT SPECIR DBY THE FENESTRATION NANUFACIUFER SHALL PROVIDE EVUAL ORGREATER ANDOFDGPEfiO1L MMAS OBAONSIRATED OY ACCEPTED ENCJNEERNG PRACTICE TUSSNOWER WALL NT. VARIES PER TUB WN. T01VALL HIS 2W OR Zr PER TUB SPECS. VERIFY N FEW HVAC PLAIFOW6 VARY REACU,AANTY FATFOFUNTPERSPEC$.VEAIFYNRELD NOTE: ALL 1ST FLR. CEILING air handler per the State Energy code. .All du t hoW vig M5P%N I1R0QTM P sr . 'a lr.a -• '18• •L RaCIL—, I . - v 0 L6 S\ IN01111O ar 1-0.1111 SANFORD 0FPAR 2 Ln Q) E O 2 W j NW _0 Q O o N L7 CL ,D e m® 3 ¢ !Co d CU 0 0)6 Oo d M LL_ S A.oW -4 DINTS—OF—T Z oALUvfflu7” FLOOR B, L N m FLOOR 1 3AIR7W • • , , > Z Al 7 AJ Z H m QB ,. D J O O Q cr m IL J (n 0 0 9.4 SOFFIT ^ r.r s•r E DINING m 100605Lipg b AD 7 y N_ E® CPT: KX 1160 lecd FAMILY r•r r•s 7•0• a. h 34 1flNEw1EL IOOP® b VERT 01 I N 8• 1145x5 ITFcd 9. b 150 k A•.r 1••r 1 1 o r RM. O m I N b 7P HI(il it 24 I HAIDRALF. 21SWALL 7 2 1 IS lr b r A RoOko TVP r'' b 6 P*{, i 2 CAV 16'x12• GARAGE 10 11 1= oR0E1CIj I i b HAW 13 R a RSO, b h r bENTR r•r S•A' 74GARAGE DOORft14VZ21-4 I I 3' both duct to roof cap A, 16 g I Ur R.„,E,RBOW A'•r w/fan 94 SOFFIT I Nutone 696RNB FRAIAE OB ED. 70 DOWIN bbMm— d- NOTE: ALL 1ST FLR. CEILING air handler per the State Energy code. .All du t hoW vig M5P%N I1R0QTM P sr . 'a lr.a -• '18• •L RaCIL—, I . - v 0 L6 S\ IN01111O ar 1-0.1111 SANFORD 0FPAR 2 Ln Q) E O 2 W j NW _0 Q O o N L7 CL ,D e m® 3 ¢ !Co d CU 0 0)6 Oo d M LL_ S A.oW -4 DINTS—OF—T Z oALUvfflu7” FLOOR B, L N m FLOOR 1 3AIR7W • • , , > Z Al 7 AJ Z H m QB ,. D J O O Q cr m IL J (n 0 0 DINTS—OF—T Z oALUvfflu7” FLOOR B, L N m FLOOR 1 3AIR7W • • , , > Z Al 7 AJ Z H m QB ,. D J O O Q cr m IL J (n 0 0 M"S2SN OT•C i I i O RETREAT r I I I i t2ti twcd fli 111' 0 o r.sla,Iel ALlITE01L001FwTIO0A15 m,FF'T EC#SS 2 12 13 M ME air EOIIAL"VDIDOWSPeT 0018IL18IY S%C3 o u b T.17 12X12 rag BIpEN APPWNCESPFAOOMIANT'SPECS. Q) Y LLJ 0 I• N W tom.! BEDRM 3 STAIR TAY PEA OOLUMM SPEcs SEE NOT OETAIL 3 IT 4 6' ISM 7A re p o 10x6 Iw[d EVEiuORSTEPS:Lw1.NVOE.ITDEEP & MAX 7TA•MGM i 9 o o! I IIIIP1 N A 6' 10x6 Iwcd 30 Transfer ducts/grilles sized In compUance with Florida Residential Building Code - M16OP-4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable roams. to roof cap w/fan Nutone 696RN 3.0 TON V/81(v E240v 1PH 1843 plen 2244 rad platform by btdr scale 11/8'=1'0' HONEYWELL 2 ZONE DAMPER SYSTEM HUM ARDI4TZ a ARD12TZ O CPRD10 DATS C7735A 1,000 z -IL THISMW000DAG TH6320U1000DAG 40va trans m H l.cd 0 b FLORIDA Core Plan Notes I I IO BeX e, It 0 o r.sla,Iel iiS -- ALlITE01L001FwTIO0A15 m,FF'T EC#SS 2 12 13 air EOIIAL"VDIDOWSPeT 0018IL18IY S%C3 o u b T.17 12X12 rag BIpEN APPWNCESPFAOOMIANT'SPECS. Q) Y LLJ 0 I• N W tom.! BEDRM 3 STAIR TAY PEA OOLUMM SPEcs SEE NOT OETAIL 3 IT 4 6' d 7A re p o 10x6 Iw[d EVEiuORSTEPS:Lw1.NVOE.ITDEEP & MAX 7TA•MGM o•T d 9 o QING Rj -) A F 115 VAX 117 ISH TTIIESQD AT EIRBiORo(P(Prs 6J`" 130 4 w NN W MUTE RIF RATED, I STSOLO WOOD,OR I ST SOLIDOR STEELDEVICDOORBETWEENGARAGE&U WG SPAMANDEOUPPEDWITH m RET EAT m 10 Zw J SP 1FO( t0 0 W i IS w 2xlw* ST TYKXFFERATEWGYPSRFBOAIDATGARAGE CEILING MEN ARE ABOVE v2 O PAR O J O = SQ SH 74 SQ SN 2,0 S2 OT•T OT•T OT•T I/lGYPSWBOAIpATALLGNUGEIYALLSCEl.I1CSSFDAMTOG RELpd RFSIDENCEORATTIC. b R7t2211NIO0W5ILLS WOWBLNG1pA15.WIEITE TIRE OPEIwIGO VAIKI IV tS LOGLTED "MTWJ472@KKSAWVETKRN&WGR 07.0 S2 SH SEIOW.TWLOWE57PAFITCFTKWMQ'&M,%ALLSEAWM or -Ir ABOVE TIE RM41ED ROOAOF TIE IDOY N MCH IE WOIOOW IS SECTMSOF WFOOWS SNALLNOT PBOGT OVENNGS HNT ALLOW P OWETERSPWMOEFESCHOENNGSARE LOCATED VVITIN24 7•T A'•T S•T T•T 7•P T•o FLOOR T•IIr IP•T J Ri127.1 ANQLORIG IEQIIEWNIS WBOOV7 AND GLASS (POOR AS IT•T 1r•T AN04OWDNA NMWTTHTHEPUBUSEDUANIFAC7MSFI 7O •T TOAprtvE IE OFSIO+mES4DE SE0flED. 516STAUTE FOR SUBSTRATES NOT SPECFEDBY THE FENESTMTDN VANLFACTL EOUALOAGEATEA OPOORNG PF1id1Y #a AS OB 016TMTFD EfO EERNG PINCIDE TIIBSHOPER WALL HT. PARES PER Tis WN. TUBWALL HTS Zr (PR VERIFY N FIELD HVAC PLATFOAL6 VARY PER O WNTTC PLATFOIM HT PER SPECS Rating NOTE:LL 2ND FLR. CEILING 90"4UNL6S&NQTWr0 1AIU9WLQF HEIGHTS Y,P,V7 of 4 Inches around the air handler per the State code. All duct has on r=6 Insulation value. Z O m Q U I I I I I I I I E 0 2 o Q) Y LLJ 0N W tom.! CL W 3 4 d CU o CU N5 d M LL - o U') N Rj -) A I", 0 Q 4 LL- to N E 0 2 Q) Y LLJ 0N W tom.! CL W 3 4 d CU o N5 d M LL - C3 U') N Rj -) A I", 0 Q 4 LL- O N m Zw J Z 0 W O J O = Q IY mCLJ(n00 RL )RD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,022 VA First 3000VA @ 100%...........3000 VA Remaining @ 35% ................2807 VA total 5807 VA Dryer 000 VA5650 7 6 Disposal VA 1 Dishwasher 1200 VA DING Refrigerator 720 VA pX Water Heater 4500 VA SANFOR Range. 8000 VA Heat 8000 VA PgR 0> Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 AAV _ ____ --1 VTRA lI Re>c.gc.n's Pointe Lot 10 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 6, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES e ; ax/ y < a Ilk i r: 1 X. 1 "• v"..v .n A0 it 2946 GIPPER CIRCLE SANFORD, FLORIDA 32773 P 1'1— 1 l 1 le 2946 Gipper Circle :y= Proposed ElevationSkiC59 Sanford, FL 32773 ZONIN • DATC R=75.00'(P) L=26.54'(P) Area Cot Area= 5 6=20,16,34„ PTotalLotArea= =1 , 9 sq K (100%) t (37% O T ` l ` ( ) Impervious Area= 1,910 sq N (37%) % Chord Bearing= Pervious Area= 3,281 sq R (6396) L o Elevations are based on 1 ^ „,A. e F S a S 57'22" W 26.40'(P) civil grading plans. Lot is Type "A" Grading Plan ; A J O VS Q` Lu Ll J. Date: 4/11/2017 1 Date Completed: 4/12/1017 I By: M.C. I File Number.IS-36305 PP LegendLegend- Tract F" \aV • D.E. & U.E. (Common Area) 9 \ Point of Ctsvakra f Contorting Po, . papa CB Concrete Block PI -Point of IntersectionCM 0&, Lot 7 Concrete Monument ti% F Conc. Condyle 0.92;, \ add Bq, D Desdlptlon PP . Power Polls DE Dralnapo F.asgrrtgrtl PRM • Permanent Reference E.. a Lot 6 \\ C ELL PT • Point of Tangency N \ d I> Proposed A/C Pad Managemgm Agency R . Radius 12.4• w+ O U Rad -R edid U1 I a o:".:::::::::Proposed'::::::::;::::.`;-? 77s. LLI 17 Two Story Concrete ::.. m,* Proppsellc. 0 1012.4' 5:3::;::.locli'Residerice •;; 2946 ::::::::::::::::: Concrete. Driveway ad o 1 Proposed..F.FE=..49.4'' s W Z I P0000SW.....:: • • Pro sed`' • 4RoofedEntry:.:....l 0 19.2' 0 P.B. 17 T Lanai::....;(X3 ........:.:.:.era 13.T 4_ 561 0.61• vi f.r_ ui S 89°49'04" W 80.00'(P) J. Date: 4/11/2017 1 Date Completed: 4/12/1017 I By: M.C. I File Number.IS-36305 PP 1 ori rV Q a t`f Lot 5 I e0 W OO fn P.T. located on Lot 3 NOTES• Survy r, Based upon the Legal Description Supplied by Client Abuiung Properties Oaedshave NOT been lateardtedfor(iom Overlaps and/or, Hiatus Sub)ect to any Easements and/or Restrictions of Record. Beadng bags shown hemon,Is Assumed and Based upon the Une Denoted with a TY. building Ties are NOT to be used to reconstruct Property Lines Fence Ownership Is NOT determined. Root Overhangs. Underground Utilities and/or Footer have NOT been located UNLESS otherwise noted Septic Tanks aha/or Oralnneld locations are appmaimate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended Without Written Vetfkatfon. Will be at the User's Sole Risk and Without Usblllty to the Surveyor. Nothing Hereon shelf be Construed to give ANY Rights or Benefits to Anyone Other then thou Certified. POINTS OF INTEREST - PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS 5' UTIUTY EASEMENT. CDocuSlpned by: a#vicic k ltn,6A,4 B10ED63FCAE84EB... S 00'10'56" E 4.79'(P) O E U to L e 'C o L U tp 1)1 12 CL Q m Q9 o 2) UU _ zw `. fo L N This is NOT a Boundary Survey Graphic Scale 1 ' 3b' 60' Scale: 1"=30' kby Gamly that Ints Boundary Survey of No above Docvibed Prop and Coned to rho Bost of my Knowledge and &ibl m Nxienly Stu r my 01 adbn on Use Data Shown, Baud on Information rural~ idead and Conforms to the Standards of Practice for LOM Su I Stats cd Ahad, h accordance with Chapter 5J•/7.052 Merida Inlslrative Codes. Pursuant1g.SWlon 47U27 Flerldo Statutes. Ireland & Associates Suruep% Inc. 1301 S. International Parkway Suite 2001 Lake Mary. Florida 32746 www.irelandsurvoying.com Office -407.678.3366 Fax407.320.8165 LegendLegend- C Calculated Point of Ctsvakra f Contorting Po, . papa CB Concrete Block PI -Point of IntersectionCMConcreteMonumentP.O.B.- Point d1 O"Innim Conc. Condyle P O.L. - Point on Ling D Desdlptlon PP . Power Polls DE Dralnapo F.asgrrtgrtl PRM • Permanent Reference E.. Easerner4 Monument F.E.M.A. - Federal CmerpartLy PT • Point of Tangency Managemgm Agency R . Radius FFE Finished Floor FJav0a, at Rad -R edid Fid. Found R&C • Rebar d cap IP Iron Woe Rom- Recovered L.tstae0ro) M Med ae Set • Set' ' Rebar d N8D Nall 8 Disk Rebar Cap -LB 762r N.R. Non-Radld TYp - Typical ORB OBicid Rtrusrds Book LIE • Utg% Ea=seat P pialWM Water Mt1tBr P.B. Plat Book Delta (Cental Angle) 4_ wood Fwrtrs Q - Chain LIM Ferro 1 ori rV Q a t`f Lot 5 I e0 W OO fn P.T. located on Lot 3 NOTES• Survy r, Based upon the Legal Description Supplied by Client Abuiung Properties Oaedshave NOT been lateardtedfor(iom Overlaps and/or, Hiatus Sub)ect to any Easements and/or Restrictions of Record. Beadng bags shown hemon,Is Assumed and Based upon the Une Denoted with a TY. building Ties are NOT to be used to reconstruct Property Lines Fence Ownership Is NOT determined. Root Overhangs. Underground Utilities and/or Footer have NOT been located UNLESS otherwise noted Septic Tanks aha/or Oralnneld locations are appmaimate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended Without Written Vetfkatfon. Will be at the User's Sole Risk and Without Usblllty to the Surveyor. Nothing Hereon shelf be Construed to give ANY Rights or Benefits to Anyone Other then thou Certified. POINTS OF INTEREST - PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS 5' UTIUTY EASEMENT. CDocuSlpned by: a#vicic k ltn,6A,4 B10ED63FCAE84EB... S 00'10'56" E 4.79'(P) O E U to L e 'C o L U tp 1)1 12 CL Q m Q9 o 2) UU _ zw `. fo L N This is NOT a Boundary Survey Graphic Scale 1 ' 3b' 60' Scale: 1"=30' kby Gamly that Ints Boundary Survey of No above Docvibed Prop and Coned to rho Bost of my Knowledge and &ibl m Nxienly Stu r my 01 adbn on Use Data Shown, Baud on Information rural~ idead and Conforms to the Standards of Practice for LOM Su I Stats cd Ahad, h accordance with Chapter 5J•/7.052 Merida Inlslrative Codes. Pursuant1g.SWlon 47U27 Flerldo Statutes. Ireland & Associates Suruep% Inc. 1301 S. International Parkway Suite 2001 Lake Mary. Florida 32746 www.irelandsurvoying.com Office -407.678.3366 Fax407.320.8165 JIB RECORD COPY Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page I of 1 Document ID:I WIB408-Z1805115215 Truss Fabricator: Accu -Span Truss Company Job Identification: 1600647510 - A -DAVID WEEKLY -- Lot 6 Reagan Pointe Truss Count: 30 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Software: Alpine Softaore,Version 15.01. Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: MCUSR408 Details: 14030EC1-OBLLETIN-BRCLBSUB-1401SEC1-STRBRIBR-DEFLCAWB- p Ref Description Drawin 4 Date 1 50191--A1 17152501 06/01/17 2 50192--A2 17152500 06/01/17 3 50193--A3 17152153 06/01/17 4 50194--A4 17152154 06/01/17 5 50195 --AS 17152155 06/01/17 6 50196--A6 17152156 06/01/17 7 50197-41 17152493 06/01/17 8 60198--B2 17152499 06/01/17 9 50199--C1 17152476 06/01/17 10 50200--C2 17152483 06/01/17 11 50201-41 17152495 06/01/17 12 50202--F1A 17152492 06/01/17 13 50203-42 17152484 06/01/17 14 50204-42A 17152498 06/01/17 15 50205-43 17152489 06/01/17 16 50206-43A 17152490 06/01/17 17 50207-44 17152497 06/01/17 18 50208-44A 17152494 06/01/17 19 50209-446 17152481 06/01/17 20 50210-45 17152477 06/01/17 21 50211-45A 17152482 06/01/17 22 50212-46 17152488 06/01/17 23 50213-46A 17152487 06/01/17 24 50214-401 17152480 06/01/17 25 50215-402 17152491 06/01/17 26 50216--EJ7 17152486 06/01/17 27 50217--CJ1 17152478 06/01/17 28 50218--CJ3 17152485 06/01/17 29 50219 --CJS 17152479 06/01/17 30 50220-4J7 17152496 06/01/17 e&p g OH• Jso Y` 1 : W7te 7k10AG IFIWEJLol 0NA1L mlmYl This document has been electronically signed and tested using. Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 06/05/2017 Douglas Fleming Truss Design Engineer - 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 0 PING SPNF090 DEPAR J 111 RE S N 6 1 1bUUb-//b1U - A -UAVIU WLLKLY -- Lot b Keegan Pointe - Al Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N1 Dense :B2 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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. 4X6(R) HI 3X6(A1) 3X6(A1) = 1-4- L 15-0-0 _L, 15-0-0 30-0-0 Over 2 Supports H. 1310 U=311 W=4" Pp R=1310 = RL=180/-180 .(;OU1 4;i.k. 1-4- 11 W=4" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) Q V " vt _c • FT/RT=O% O% /0 0 154b1.0,1.06 .2 QT 15 L/ -/2/-/-/R/- Scale=.25"/Ft. WARNIW.I•• 1110 Alm FOAM ALL •orES ON THIS MWIMI • O. • T LL 20.0 PSFIi0/ANT•• RMISN THIS DM*IW, TD ALL WIMACUM 118MWIM TIa IIISTAUM. REF R408-- 50191 Tr..,•, r.a.,r. • t ... .r. ,n r.pria.tilq. n.nallnP. .n,ppin.. i,»t.11,n• .nap .In, A.r.r t...• Il bc••t velum orr•CSIc( Wlla b.p Co poro t S•r.ty Inforuelm, by TPI .,W VTCA)r ror •N•ty pr.ctices III DL 7.0 PSF DATE 06/01/17eporror•in• en. • rw,et — In........ ,n.11 Pr — t.yr.ry p —," p.r •CSI. W.:.. mtb ..no '• • teP11" se ono- snot$ h Properly •ct•cnoo str.at...I sn.athl" •n• bottoo th.ra •non n • P,.prly . . i ria. -1 11.9 Loc •tl mf a,..n fer p•ro•nont Ione. r• .nt .r eve, ,nal .•.,• Nr I" I....11b`p.r S ATE DL 10.0 PSF DRW HCUSR408 17152501 Oa pD tJ m> •3. •] or •10, s .pylie••1• Apply plot.. to o.eh lot. .1 tr — "...Ion ...now, .pave 'nom 0Ok .• gin. J16nt ;;to. l,. ...,. n...a eth. •i... A.f.r to enol,.• ,••A.: ror stona.ra plot. P.sltims . 9 ; ^ •• A,p,rw. im or ITV W,lan. G.«w > Gl. In. • 11 not t. r.apmaibia ror my aveiaim rr.. t "O •• /z LL 0.0 PSF HC -ENG SCN/WHK AN nw mMiNNY 4,,,, `O•• ar..lrq, f•Ilur• to bulla tho cru.. In conf,roont, 16th ANSI/TPI 1. or for h•nalin•. >n ippinp. /`•'• OR • ryin -; 10 1" I..l-limy K `.rwmi1 II.t IIq NI. •r••In•. Inala.t.. of•ll•I 1Ap •••••••••• TOT. LD. 37 .0 PSF SEAN- 508772 Poll. Pnf•.a.rl.l r.•PSI.1•Illty •.loly for w a•slyn .Iwwl. ler •ult••Il lty aha r. of NI• ar—Iny for .ny .tructw 1•/I 1 w.../O NA OUR. FAC. 1.25 FROM CH 2400 L.1t OnnSt Dr. SwIe 150 r••P.n•1•IIIty •f en. •.Il•Iny 0-1WNv Por ANSI/TP , S•e.:. •e OrIand0 FL 22831 FLCOA00279 For .or. Infor..tlm >» tnl. J..'. q.n 1 ro , pop• .na u».• wb ,It., 4rlrpp Iwo ALPINE: w ,Ip,n.,t..cbA. TPI. w tpinstor,: VIVA: .i'- -try -c--: Icc:... c>. Dau la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W1B408 Z18 06/05/2017 16006-/7510 - A -DAVID WLLKLY -- Lot 6 Keegan Pointe - AZ Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 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 ERECTIOD THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 5X8(R1) v 3X4(Al) = 3A4(A]) _ L" 4-x°1 I" 4- L 15-0-0 -l- 15-0-0 J 30-0-0 Over 2 Supports R=593 U=149 W=4" R=111 PLF U=26 PLF W=18-4-0 RL=180/-180 Note: All Plates Are 2X4 Except As Shown. Q.--••``• S•• . Design Crit: FBC2014Res/TPI-2007(STD) • V • 7-1(-3 0-4-0 0-8-0 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15,1._ .06 .2 QT 1 L/ -/2/-/-/R/- Scale=.25"/Ft. WARNING.,EEM Alm FOLLAW ALL PIES ON Ills WMINSI • O. jW*RMNT•• FW11SN INIS ORMING 7O ALL COMACIOM INCLNMNG TE INSTALLIM. T LL 20.0 PSF REF R408-- 50192 a1II1IL- O L AN I W mMR\NY 2400 LAlt Omp Dl, SwN ISO Iru>,.. r.e,re e,<r... t.r..n f.Drlt.t,rq, n.Mlln1•, ,n1pp„p. 1n,t.11InP .M ..tin•. Nerer to .11e 11 ; * U<.,t Mie ion of NCS, (Mullen„• Ca yen c S.r.ty Inr-lon, by TPI .,1e VTCA)rfor ,N•ty pr•etlt.• lO P......l,q - . fu bro. In1t.l l.rf .n.l l pr-,.. t•;eery ,rfe,llp p•r MCS1. Unl•>f M<M O<M N • op CMrO .nal Mw prop•r1> 1.tt-- arutt NI .n.. .Irq .,w pOttoo -11 .11..1 n . Prep.rly . tM : • r191e •1111p Lot.tloll, for p•rf 1, lot.ra > •Inc f .11 n ,.pinM 1Mt.11M`p•r S M2. MI er 810 ., .ppli-I . APPI, Plam to 11th rote or . .1e pe.ltlon .> ,howl .•W. • l `olnt o.<AIl,. u11.,. _tM othoLl.• R.r•r to er•,lnM, TMOA-z for :t -re plot• po.ltlon.. a •. .' AIp,M. . Olrlf,on Of 1,11 W1101n• EPyMOn<, Group Ino. ,n.l I Mt » rosponf101• for .ny OWI.tIOn rro. t 9oc, /o ff . eros llq. .nY f.11ur• to pu110 tM <ru.s In <enfor..nt• 11th ANSI/TPI 1, er rer n•n011n•, >nlppin, • n,t.11.t1on A .r np of tr,,e,. ', Nss •......••N O.•1 M NI, •rM1n. K es.•r p•M• 11•t 111. ul• OI..111p. Inslo•t•• •m,ptpo• K pfofM•1,n,1 1,1y1n••r lnp j r..p•na I l lty -1.ly ror W eplp .1v1. The wltaNl l lty now w of N1. Cr -1.0 for .1y .trlletur• Is - /0 j r••P•1. 11cy .f tN. Sul 'ding O••Ip.r per ANSI/TPI I S•t.2.NAL ppp 4rTryplplllMl DL DL LL TOT . LD . DUR .FAC . 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 DATE 06/01/17 DRW HCDSR4oS 77752500 HC -ENG SCN/WHK SEQN- 508582 FROM TH JREF- 1W1B408 Z18011udo.FL 32637 FLCOA0027a For obr. Inror..clon - tnlf 3M•. 9-1.1 M , pop. rte 1n•,...e at., ALPINE ....1p,Mn<.ee., TP l ...tp,nit-9. VFCA .:'>•tnlla f<ry.te.. lee e.. t *Bloula Flcming Lic Number: 66648 SPACING 24.0" 06/05/2017 16006-/7510 - A -DAVID WEEKLY -- Lot 6 Keegan Pointe - AS 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 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. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(R) % 4X6(R) ill 3X4 Al & AY III on l u = `A~ 111 3X4 (A1) =_ 3X4(Al) - 1L4_011x4 0 I 13-0-0 —1— 4-0-0 J— 13-0- 0LEEJ 30-0-0 Over 2 Supports R=1215 U=146 W=4" 01y R=1215 U=146 W=4" RL=160/-160 11v_.•••,1•••._ di 6-1(-3 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 0 . 6 Tg F -/2/-/-/R/- Scale=.25"/Ft. T)ARNINGI•• RM Alm FMLM ALL MWU 0 TN1s awlNcl• i T L 20. 0 PSF1salTrurt•• nm1sN TN1s mAg1•c To Au ca1Er•Acrae 1Naw1w na 11111T.LUM. g • REF R408-- 50193 Tr ,e> re•e1r.. t t.. .r. f,Drlpal q. n..•Iing. .nlpp,ng. ,n t.Iling . e pr,t,np •erer [e .ne fe S * % TC L 7.0 PSF DATE 06/01/17ntI,G,< eeltlon of r• CSIc( gu1101ng Cc.pon,nc S,raY InrorYtlen. .71': ,ne •iCA) rer ., fe<Y pr,cticN P • O Perfer•1ng —se f—ttleM IMtal,rs ,n•11 pro taN;,or,ry pr,e per 0051. Ilnlps M[W •[Mr.1 top entre ,n,ll n•nt Prtporly .tt,tnee >trec<er,l ,M,UIng ,M pens c— ,I 1„ v, , Prop.rly , t,e1.,e r,gle pall,q. LoL-1—.M.1. f., Par— -.r..r„tran< of .ep, ,n,11 .—h.pr,elnp Inaal,e`P,r ATE • DL 10.0 PSF DRW HCUSR408 17152153 Q to uet, n. eT tr ng. a y,pl,t,Dle. AvpIY Plats to .,en rte. er tr1.,> em Po>,c.en ., >ne ,pt.,t w t A IA • a . tlnt D.t.11, „I... netw etMr.l... g.f.r [e er..lnp, ,•DA.: rer ,<. e.re Pl.t. pt,ltlon,. , O/ . 4 OR` V""4\ LL 0.0 PSF HC -ENG KM/WHK Alp1M. • ew,>.on or I7T/ Wuol,p CapoMn , Gro1q Int > .. roc - raspen>.... rer •nY ew u<1en fre. [n w • ars lrq. ,n]I f,llure to Dull• <ne tr.» In p.nforu tltn ANSI/TPI 1. ,r for h-11 g. a 1pping, r_ ••••••• AN nwCOMfMNY In.. al• n L•1. er.•Ip •r mY• re~ IJ.LIq -1. •r.•In. III.1— .enPt•I1e. er pref.. l—I .r1gI11MnI1g NAL? OT. LD. 37.0 PSF SEQN- 516893 r..poe.lel I I ..I•„ rer w •»In r.1a1. TM .,,IMI Ity ..e — K NI. er••I.1g for ,•a .Lr.st.r• 1. ' 1, DUR .FAC . 1.25 FROM CH 2400LIUOmn6eDr. Stute130 r..po.elplllq •r tn• Swilling 0.aVrr per ANSI/TPI , S.e.2. OdtlndD.FL 32637 F,r ter, Inr r.,tlon ,•• tnl„ep•> g,M'.l no1> p,g• M,p.—t-9; Iw.., FL Coe 00276 ALPINE:—.1p.—I. ell. TPI: ... .ertp.nao; Irra .:.,ptlne.l,try. . ICC ,a,Dou I Fleming Lic Number: 66648 SPACING 24.0” JREF- 1W1 8408 Z18 kIODUO-1/01V - A -UAVIU WttKLT -- LOL b Keag8n rolnte - A4) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 192 Dense Bot chord 2x4 SP p2 Dense Webs 2x4 SP #3 Lumber value set "138" 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. 5X6 THIS OWD PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=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. 5X6 3X4(A1) In JAS 'AO 4A4 = 3X4(A1) 5-1(-3 0-4-0 L_ 11-0-0 _I_ 8-0-0 J— 11-0-0i le _ I 30-0-0 Over 2 Supports R=1215 U=148 W=4" S F'0 R=1215 U=148 W=4" RL=139/-139Qv ...•``••• ' ''••','//jj Design Crit: FBC2014Res/TPI-2007(STD) ° •, v S PLT TYP. Wave FT/RT=096 096 /0 0 15. 0 6 Y. t. F -/2/-/-/R/- Scale=.25"/Ft. WARNINGI •• IMM Alm FOLLA N.D. NOTES Or INIS 011101161 • • 1111DWAMT•• FIiR1511111s IMMINs TO AL1 WFIRACisas 1111MUDIM THE 1RTALLEId. • Tj L 20.0 PSF REF R408-- 50194 Trues r•pe,r• e t a•s •r• In fWrle•t,np, n.nell.p, hIMI.9. I .111 1, •M .roe„p Mf•r to one ro VUTE tM Ub>t •eltl•n : fr. Ci1`(b11e1nP C<.ynw,t S•f•ty Infer••t1 by TPI .TCA) ror ••fay Or.fflt•> P . TC L 7.0 PSF DATE 06/01/17 to p•rfor•,np an•>• fu,cc lor,>. In>ul I•r> .n•11 Prw,w t.;er.ry •r•e,nR Dior sal. Unl•>• rota stM,.l op onore sn•11 „•v properly •tt•tn.e otree<er•1 •,roto l,q •n• oe<tP CnerO >n•11 nee• • proP•rly •tt• rlple -11 Ing. Loealm> .1,„ for p•rgn•nt lot•rol r•.<r•In< of we, .n•11 n.,,. er•cl,q In>toll•O p.r ry DL 10.0 PSF DRW HCUSR408 17152154 a 1 0 f•eu ae> s], p er "O. — .,plicobl• Apply plat•• to ••en I— of I, •be PooItlen •> .ao, •hove err • •• • tM Joint O•t•1,.. en loss rote otM,.l••. R•I•r to O 1.9. 1sOA•Z for >t•ro plot• peoltlenf •. Alp:Z: • e,v1>,w, of IT..,.I,eln, to..en..,<, ore,. II n 11 pet m r .PeM,el. for .ny a.vl.t,oe fres to ; C R O. • LL 0.0 PSF HC -ENG KM/WHK er wl„p, any folie/• to belle 1. .refs In tenror••nc• .,tb ANSI/TPI 1, or for n•Mllnp.—Ippinp, •tO R••• AN fl'WmMrAKr n.<•„•t,.,. A •r•e,ep er tre,.... ry ONAI. ANG OT. LD. 37.0 PSF SEQN- 516897 w•1 en NI• 1. r Di•e•r Pop• IIKIM NI• .1-111 Inelo•f•• of -1. d, •f p,e- aft git •I,p1lNrrl,qr•>p rlblll<y wl•ly for Ur ep len •1•T11. 710 wltablllty one r of el,l• •r>I„R ror o,y •estCter• 1• 24WLACOnnpDr SmrcI30 r«Dier,.lblllty of w wilding D••Iyrr Dior ANSI/TPS 1 S«.2. y r.n..11 f. DUR. FAC. 1.25 FROM CH Orlando. FL 32837For sero Inro 1tI,I >o• colo J-'. p...r•1 -o pop..r,e fM.• .w fl<•>: rW• FL COA SO 272 ALPINE. IpI r pee. TPI.....<pl„et fro. NTCA ....be,nee,try.<v. ICC ........... p Qla • Flemine Lie Nu her! 66649 SPACING 24.0” JREF- 1W1B408_Z18 IOVVb-//-IV - A -L)AVIL) WttKLY -- Lot b Keagan rolnte - Ab) FTopue Set: 13B (Effective 6/1/2013) hord 2x4 SP #2 Dense chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 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. 5X6 = 2X4 III 5X6 = 3X4(A1) = 3X4(A1) UL -304 i' _o 1— 9-0-0 _I_ 12-0-0 _I 9-0-0 I 30-0-0 Over 2 Supports / nmroy+T R=1215 U=287 W=4" 000A S.,F'a 4 R=1215 U=287 W=4" RL=119/-119 n .:'.1••_••._ /i_ 4-1(-3 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 6 Y. 1'• F -/2/-/-/R/- Scale=.25"/Ft. VARNINGI •• WM AW raw ALL NOTES ON nils mwINGI . • T/. IlONnINT•• Iw1Is,1 THIS DNA•IND To ALL CONTRACTORS INttIDIND THE INSTALLFat. T,h 0, O;, S , L 20.0 PSF REF R408-- 50195 Trufu• rpu.r. • tr.r e.r. ,n ........,p, n•rol.,q, .n.PP.,q, .n. I.M •ne er•eln,. no ., to .ro VATtNCi1 <wlla p cosponsor S..•ty Inre Ior. •y TPI WCA) .or pr tlt•TC L 7.0 PSF DATE 06/01/17 P1-11 .,., tn.,....rt.l.r, M.11 P..•.l• EaoPeroro .n.0 n•.• ProP.r By •tc•tl.•e •vs,ec.ra •M "1'9 •ro eotto. onore "n l • o • Pr•e.rly •ae.• rl,la e•ul.q Le<•uonf .,.o.r. ror P.r..n•nc 1•ura r•.cr.1— or we. ,nal n.w •rsln, Ina•uw P.• DL 10.0 PSF DRW HCUSR408 17152155 AOL aa eTf.• ne, o..f .PPuowl.. MPIY ferP11- 1to to o•tn r•es o, for •n• P•a<ue.., It. • esus •••im..<.1,N...r <e er..l,q, ,•..__ .•r :t.,le.re PI.<. P•.1<lon,. O •LL 0.0 PSF HC -ENG KM/WHKAIP.ro. . , e.IT• •ul—M C..pe„•nt. Gro. Im. ,n•lI rot e• r•,Pen•lel• ror •.y ew.•t.on rr,. OR ••• er..1,q..ny r.u.r• to soon cn• tr... In oon.or•une• .I<n ANSI/T 1 ,, or ror n 1Up.q,• AN mW mMMNY •n- 1 —,MI. •rwlp or eewr ••• 11•tIn• en,•ar..ln•. II.•le•t•• •a••Pt•r.e.. Pr•T••.I•n.1 . Vinno%IS9 S/ONA1. 6OT.LD. 37.0 PSF SEQN- 516901 1..lay r r w erlo. •Ir.n. Tlr •.ItW11lq w w •r tNl• •r•.I,1• rer •ly .t.tsew 4 ; nV DUR .FAC . 1.25 FROM CH2400LakeOnr18eDr. Suite 150 ..y..•INlll ty e. <1,. •rIldIm D IO,.r •.r uaITI , S•e.2. wl/1 I:T OIIado. FL 328)7 for nor• Inror..a on fcols doe 9--ro n Poll..n• <n.•• we ac•.• R.COA 00278 ALPINE • IPlro.t..to•. TPI o..tP.n.t e:,. •Tu: ..: ,e•. ro.,.try.to.. ICC t .... Doula Fleminp Lic Number: 66648 SPACING 24.0" JREF- 1W18408 Z18 k1ODU0-//0IV - A -VAVIU WttKLT -- Lot o Keagan rointe - Ao) F e Set: 13B (Effective 6/1/2013) chord 2x4 SP #1 Dense chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MRS. 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X8 sa 3X4 I-= 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 385.67 Ib Conc. Load at 7.04,22.96 TC- 169.13 lb Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 BC- 478.78 lb Conc. Load at 7.04,22.96 BC- 126.68 Ib Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 In lieu of structural panels use purlins to brace all flat TC a 24" OC. 3X4 = 6X8 e 6 6 r 3X4[9] III 3X4[10] H0912 = 3X4[17] = 3X4[18] 01 3X10(A5R) 3X10(A511) L 7-0-0 _L 16-0-0 J- 7-0-0 _ I 30-0-0 Over 2 Supports 311 R=2813 U=706 W=4" w Q.l % ' _ R=2813 U=706 W=4" Design Crit: FBC2014Res/TPI-2007(STD) v0 - PLT TYP. 20 Gauge HS,Wave FT/RT=096 096 /0 0 15. ATY. F-/2/-/-/R/- WARMINIGI•• NOW AND FOLLOM ALL WM ON THIS MWIMSI • Ta. IlOMFAMT•• FTDa1SN 71115 S•A•IMG TD ALL oDNT•ACTm INt1.WING THE INsrAufMi. t - L 20.0 PSF Trufw. r.qulr. e. Crow [Ne In ftlrlC•[I,q, n•Mllnp, .nlppin,. ...t•Illn, •ro er•t lnp Rotor to •M Io / AM1•ua .01[10. of SCSI (w11O1n, Ce.oeM.t S.r.ty Infor..um, by TFI .a NTCA) rer witty pr '... pto r • • TC ./L 7.0 PSF tO p.r rer.l,p tl,•.. rv,[c1- Inat•11•rt -111 provlw tspor•ry or -,n, p.r •CSI. 1111, rot.• ocMrO1 • + 7• 9y1 op C-40 sMll Mw properly •tt•eM0 •tr,itur•1 .MSM I11• w OOttw mere veal n.r• • properly Nt•. / • rNr 1p1O o•,Ilnp. Loe.tlon. ,I,e.,, for penin•.[ I.t.... ...tr.I- of ww tn•11 n.,» Or.c1n, 1.,[.11.0 p., sC Vw ; ATE . DL 10.0 PSF a I D •• etloo. •]. •7 or S1O .. •ppllewle Apply pl •a.. ae ••en f.e. or trot[ r.e po.l uon w •novel •eow •m /y • tM Joint D.t•Ils unl•.s rot.O otMMl w. R•r•r t0 Orwin,. 16SA-2 far 1c•nO•r0 OI •t• posit Ions. o / • .• AIp1M, . O,vlf,on Of ITr w11O1,1, CO•per,•nt. Croup Iro. .n•11 Mc ee retpolt lDle ler •ny ave l•tlen rrw to .% / •. C QR\O.•• LL 0. 0 PSF Or w 1n,, wY f.11ur. to 4u11O tM cru.. In eanforp•M• •Itn ANSI/TPI 1 or or n.,bllnp, .nipping. / •1 .• AN I WCCIA4R NY 1nac.11•tlon • •r..ln, of trot,.,. ', \ss+ '••'•'' OT. LD. 37.0 PSF rI.lilt. ver lyrK W -119. IIY •iaw11M IV.. _1W11II sty .nO - or rwlAiw .I.v.,r. 1. 2400 Lake Onlye Dr, Swm 15O rwpe.,.1e111ty of tit. wMr11O1n, Pg1•/.r ANSI m3 -2.I 1 Sx. DUR.FAC. 1.25 Orlmdo. FL 32637 For ter• W. -l- .w -1. Job'. 9-1 ro . pp..ro FLCOA00276 ALPINE- .••.•1pino t eve: TPI. w•.apinta.er,..rCA ... wt,Muttry..w. ICC III. 1-,.DMQIA Fleming Lic Number: 66648 SPAC I NG 24.0" 3-1(-3 0-4-0 kale =.co /rt. REF R408-- 50196 DATE 06/01/17 DRW MCUSR408 17152156 HC -ENG KM/WHK SEQN- 516910 FROM CH JREF- 1W1B408_Z18 IODUD-/1D1U - A -UAVIU WtCRLT -- LOL D IEeagan rO1nxe - DI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) - 2X4(A1) e 4 1-4-03-j L* 1-4-0->J 1_ 6-0-0 —1— 6-0-0 _I IQ 12-0-0 Over 2 Supports R=534 U=122 W=4" S F 1.1022 W=4" 89 3-4-3 20-4-0 TT +/- 0-8-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15. 1.0 6 0 TY. F -/2/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ Alp FOLLOM ALL MOPES ON THIS pU/Iwl IMPORIAMT•• FTHIS ORAMIIIG TO ALL OMRACTM IRAYDIIIG TMEUIIIISH INSTALLERS. t L 20.0 PSF REF R408-- 50197 jTruss•• rpu,r• • t •r .r• In fMrle.tlnp, n.rolln . >nl pinR. ,n t.11 lnp .n0 e-1,,. Rorer. to •M r M Lb.t .eltlon *1 KSI`(WIIeInp Cc•pon•n[ S.f•ty Inferq[Ien, by'TPI ..w MCA) for ..f.[Y pr•e[I..> L 7.0 PSF DATE 06/01/17 s p•rfer.InO tMu f,•,et lens. Ins<•Il•r..n.11 prw,e• tetgor•rY er.c „q p•r OCS1. Unl•.> rotor otMrol top CMre sMll nor. preP•rIY .tfKMe ,tr,t[ur.1 .M.'n',q •ne ee<t q entre MMI n.,,• . prep.rlY . ATE InIt' o r1910 e•Il,np. ....Hoof eno.n for p• 1— I.t•r•1 • •Int r e> •n.11 nDM er.elnp IMt.11•O`P•r RC 113 RT or 010. ...ppnc.elo. Apply pl•te> [o e•en f•[• of cru» oro po.... ..> >n•..• •eev .m 00, •• 6 DL 10.0 PSF DRW HCUSR408 17152493 tM`JO Inc D•t.11>. ,.,I •.> rot•e e Io. II.f.r [e enol.•. IW -2 ror s[.rve pl.[• po.i[lon.. 7 OP•• efi • LL 0.0 PSF HC -ENG KD/WHK Alpl M. . Olv Ulen of In Rl,neln• ee,eeaen . Grog Ino anal roc eo re>pm>1 eta for .nr ew uum fro• t Orsi,q, •nr r.11ur• [• Du11e truss In confor..ro. :It,ANSI/TPI ,. or Per n.nelln• .nlpp,np. O„` ••• C.` AN nor OOMpWY o.t.u.t.en • er.e „q or v..>.e> ry S V OT . LD . 37 .0 PSF SEQN- 736734 A w1 M NI. •f..10O er ..Y.f p.•. II t111R WA •rwl.y. Illele •eoptale• of prefoo 1-1 •l01A 1lp G. 'O A` rwipet l 1I Ity MI.IY Per the —10. «level. TM ..1-111" .Ir w of NI. d—I.S for .n .caitw. I. I/A11 DUR FAC 1.25 FROM TH 24o0LILe Omnge Dr.SDOt150 rrop IblI Icy of -o 8u11e1np Drolpmr Pr ANSI/TPI T S•t.2. yp1 Odo&.FL 32837 FLCOA•O271 F., •or• --l— ..• ..I. • Joe 9-11 ro . p.p• .ro tn•u we .l u.: ALPINE: -.p--.—; TPI, -p--[ oro• *ICA: ...>.tleentrY.ee.: Icc: •e•.Iee>. -9ouela Flemine Lie Number: 66648 SPACING 24.0" JREF- 1W1 B408_Z18 1bUUb-/1b1u - A -UAVIV WttKLY -- Lot b Reagan rolnte - I5[ 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. 4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 3-4-3 X20-4-0 TT +/- 0-8-0 1-4-031"J L 1-4-0---j L_ 6-0-0 _L 6-0-0 J 12-0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 ,`s RL= -7 PLF Qv ''•,``••• • ••••'•iJ/' fr Design Crit: FBC2014Res/TPI-2007(STD) , O ',v S••• PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.01 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. WARNING)" WM AND FOLLA ALL MOSES OM THIS pG•11191 • IMOWTAMT•• FWISN MIs ORA•11fi TO ALL CDW& rM IMU01110 IMINSTAAAM. • TIC L 20.0 PSF REF R408-- 50198 Tr.feee r.•.er..ar... <.r• .n nem,.M m •a . 1 •neap'"•' ' t.11e •.w )fe, leer" ` ". r 1 L 7.0 PSF DATE 06/01/17tMLUftvelumorMCSI (M llO lnp ...'. _. Safety l tsar lm. •Y Irl ..r •ICA) f.r Mf•<r Pr•etl<N 1 ' perf.r.ln• tMY f..K<e.M. Inft•11•rs m•11 prneeW [e.por•ry WKen• r.r •C51 Vnleff Mt.W KMr.e ta, —1. aft... n preps., .11 .tr„<t.r•1 •M.tl. e.y wW pont, <Mro fM11 n.w . properly • t /\ 0 r1p10 pllinp. L,et-1— fe..w. f.r p.rn...t,t IK•r•1 r•fKNnt er...• fA•11 M...'_1..p Inft.11M`per IQ ATE .• DL 10.0 PSF DRW HCUSR408 17152499 lKum• •]. •7 or •f 0. •f eppl.<op b. Apply rl.<.f to •Kn fKe of croft ,m pellet, .f clow. •po.e t,0 , 66 PMJeln< octal.. .L1.f. M<K aM._L.. M.r.r t. pr..ln•f ,t•A-: r.r a.,nwp p1K. peae.n. . •' LL 0.0 PSF HC -ENG KD/WHK Alpe M. • plve•et, of IT• Muel.er,p CdtpOMncf Group IK. fn•11 not W refpt,f . r.r ...y OavlKet, rrm to O^ • OR • s1.•. any re; lure t. p.11. tM !ruff In <mfer.n.e• itn ANSI/TPI 1. .r for fte-1.p, mlapl.p. 'p /t .••.•.'•`` ••• AN nwCOMRIINY `nft.11.<It, & .r 9 or tr.,,.f. ii s OT. LD. 37.0 PSF SEQN- 736731 MI —,"1. •Tminp .r Cats ~ 11.t1.9 N1. —111•, ln.l..t. so—pteNe. at pM11..1-1 .11•InMrl.q G, S pNAI. I Ity .1.1y f r w —I sle11.w1. TM wlt.•Illq .10 w .f "A..IrKlnp fpr ••w .t—ct— 1. 4 240DL.LtOrange Dr. S111It15D r..pvwlNllly N — 6.11Cl.g A.I/..r p.r ANSI/TPI 1 5K.2. OnIMW111%, OUR. FAC. 1.25 FROM TH FL 32837 For Kre Inf. tlm f« ta. r.1 M .n. tM•• .wp alt— FL lt•f: ` fit FLCOAA)278 ALPINE. .w..1pen. tee: T.I:....<pe t-9 iTCA e.K1--try.<m. ICC ..•.et< --DoU la FlemingLic Number: 66648 SPACING 24 .0" JREF- 1W16408 Z18 wosnn17 16006-/7510 - A -DAVID WLLKLY -- Lot b Reagan Pointe - G1 lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) = 2X4(A1) 4 1-4-0->J LEE 1-4-0-3,J L 6-0-0 J— 6-0-0 _I 12-0-0 Over 2 Supports R=530 U=66 W=8" G' 4'66 W=8" RL=64/-64 w .•••i'•••._ A 06/05/2u]7 Design Crit: FBC2014Res/TPI-2007(STD) if A PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.01 06 0 TY: 2/-/-/R/- Scale=.5"/Ft. WNWINGI•• MAD AM FOLIA ALL WITS ON THIS OUt1M61 MMMT•• 0111111113H 1HIS MAIM to ALL CONmACTM INCLMING 111E INSTAI.I.M. fff L 20.0 PSF REF 8408-- 50199 iru•u• fWrluurq, n.nallnp, Inft•I1, .r•el A•f.r f 1 ' r • DATE 06/01 /17 r.qulr. e a .r •r. m c rbmIPP, np n•. e n. I•[.•t b.t1On or w1101 n WCtc ,.P ce.P....nt s..aY Inrsrutlm. OY iPl ..e nu> for ..raY Pr.etl<.. r L 7.0 PSF o P.rforolnP u»f. f,netiero Infull.rf fn•11 prw,M t or•ry w.einp P.r SCSI un I•sf necw otomora •n•I I n•w Pro -Y • c.en.e •tr.c r•I .I.. enlnp •ne .Dere e a n•I I n.w • Prep.rlY uc.e I i ATE fn' n ll'n.w er.elnP Inf<.1I.e P.rr1p10 <.111„P. L.e.tlen. .nOw,`ror P.r.. Mnty....... ... t..... or y ; DL 10.0 PSF DRW HCUSR408 17152476 n 01 07 .r 5/0. •. •pPI ie..l. APPIY Pla.f to '"h r•e, or cru • .ne P"I _ .> flw, ..ov. n'<i Saint p u 11 •. mbq note etn.r b. R.t.r to er I IeOA-Z I. rf• c•,b•r I•c. Iclen.. e.vLtLn cZd Almon... eLlf,« er 17Y wI lei p ..nn Drew 1ne. .MII not e• r..Pe ,IeI. r.r rra. an OR PPi LL 0.0 PSF HC -ENG KD/WHK or wlnp, •^Y r•11w. to .elle tM Kusf In <.nror.M,<..It. ANSI TPI 1, or I.r Mnel I,q, MI 1 Oq.A '•••••''• SEQN- 736737ANFWMMFPNYIrot......en A .r..l, .r tre. — OT. LD. 37.0 PSF A mol m mle •roo11g .r m P4• 11-1.9 -1. •rwlnS. lAcloat...ee. .tone of Proro..lerI.l . gllr.rInp twPtau IDI11q .s1.lY /1.r tlI• e..l Y..ai. 11r wltA•Illq ... w K t/il. .rta llq ler .nY .<.Is<... 1. 7/ S/0NA1. DDR. FAC. 1.25 FROM THlam.. 2400LdeOw4vDr..SWH 13D r.•PwuI.111cY .f < 9.1141no D_IVr ,or ANSI/TPI I Soo.E. UIIpOIIWTL4 JREF- 1W1 B408 Z18O11mdo•FL 32537 FLCOAAD278 For tar. Inr.re.cien ... tnlf Jm'. 9*,* -no . p,"•ne eA. we flu.: ALPINE .• plI t. coo: 1..I• p6n>a.erD: rru .:'.f.<.neeftrr too. ICC .. _"loBkougI4 Fleming Lic Number. 66648 SPACING 24.0" 06/05/2u]7 16006-/7510 - A -DAVID WEEKLY -- Lot 6 Reagan Pointe - UZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 m THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. LA9(hI) = LAY kA I) 1- 1-4-0--j L- 1-4-0--J 1_ 6-0-0 —1— 6-0-0 _I 12-0-0 Over Continuous Support R=88 PLF U=11 PLF W=12-0-0 r'sst.ftdRL=5/-5 PLF '••.A. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.01 06 0 TY: 2/-/-/R/- Scale=.5"/Ft. WARNINGI.• READ AND FDLLDN ALL NCTLS 0 TMIS WMINGI IMPMAW" TAC L 20.0 PSF REF 8408-- 50200FNwIIs'MIS •IIA•I•G TO ALL COMMACMES I•MUDIM TME lWtAUAM. R.I., DATE 06/01 /17 T'__Tr'opus r• .t - e.re In r»rIe•t 1„•, n.nel l,q, >nl pp l,p, In>t.l l Ip •» .r«I,p to oro r I rCMlot... »Iden Or •cs1 (Wl leln• cor ont S•r•ty Infer»U», Cy T I .,w WTCA) fer »ray pr•telp• 1 • L 7.0 PSF o p•rfsr•1np an•» runetlero. In>PI I•r> anal prove• t•rgor•ry .r«In• »r SCSI 1bH •fs net» KMr. t» more fools Mw pep's, • t«nN .truetu •M 119 one » » mora >MII new • ore»rly • t« i Apse ..11lnp. L«•t1•n. •rsw,tr•r pr.•,r„t I•t•r•I r•>tr•Int •,`;•,• ,,,•„ „•„• Cr«In• In>c•I l.etpr DL 10.0 PSF DRW HCUSR408 17152483 t,»s •7. •7 er STR. •> .pplle.a e. Apply pla» t. •«n f«• It crw t•np pe>IUon •> . noon •.e...m t» Jelnt at.11>. ,nl.•. net» a ,oloo. Rerer to peel,•, ,••A -Z for : o,o r. pl.t• p»ltle,,o LL 0.0 PSF HC -ENG KD/WHK 1 0 pIn•. • •—, — er flW Wllm .ny o•vla len hp. to RAIn• Ce.pwr„t> Grog I- not. »t » r ,pe»ICI. r.r • L \O. er»In•. •ny ,.,lure t. pulse tn. trm• In c»forCu,e• .Its ANSI/TPI T. or for h—.1.0.> y • • nl pino. % y •••••. N••• AN ITW mMRA,NY Imun•u» . er«,np •r trm>a. Fs OT.LD. 37.0 PSF SEQN- 736740 en NI• •r»Iro .r e.wr p.•• II•elro N1. e».Iro. Iftle.te• .Oppt— or pr•f».l•lul •+OI»•rlro V/O ly1 A FROM TH1t»lay rer slw •..1 pr, .11•.11. I• wlea.ll sty we .r er -1. •r»InW rer •wy .el t— 1.j DUR. FAC. 1.25 24DD 1.'. L>Le OnW Dr.. Suite ISD 1.1 l sty •f n.. WII•Inp •..Ip»r r.r ANSI/TPSrnl 1 see. 2. F rr,NIIiINun JREF- 1W16408_Z180010J06FL )) FL COAD278 For »r• Infor•tson >» rola J»'> gwrr•1 st•. .p w cn•>...• •I<•>: AL INE• •...•Ips»,t. e»: TPI: ....epin>t.erpp WreA ....epine.>try.t»: ICC: ee.. f,9Ou I Flemin Lic Number: 66648 SPACING 24.0" I, 1bUUb-//b1U - A -VAVIU WLLKLY -- Lot b Reagan Pointe - hl ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.25" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6] W3X6 3.00 L 1.25 16] W3X10 5.50 R 1.25 24] W3X4 2.25 R 1.25 15.25" 11.75" 5-4-8 9-3-0 13-0-0 3X10[16] 0-8-0 3X6 = 3X8 = 3X4 = 3X4 = W=3X4 4X6 = 3X4[24] 0-8-0 1 1-4 0 10-0-0 1X3(R) 3X6[6] 1= 3X4 = 3X10 - W=3X4 4X1 - 3X6 = 3X4 = +/- O -B -o 1X3(R) 3X4 = 1X3(R) 1X3(R) sa Ide 18-1-4 So1F_ I 11-9-4 Le 29-10-8 Over 3 Supports " In"Umnab'T Bill R=905 W=7.25" R=1937 W,- Oto. AC Al r.4n. R=551 W=7.25" Note: All Plates Are 1X3 Except As Shown. v••• $:'•: NkDesignCrit: FBC2014Res/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=O%(0%)/0 0 15. -All. Of 06z AT 2/-/-/R/- Scale=.25"/Ft. WARNING(" IRM Alm FM.UM ALL MATES 0 THIS DM INGI . IMPMAW" FlIm11SN THIS W1N11111 TO ALL CGr=#X11aa INCLImING TIE iMSTALI.M. • lr LL 40.0 PSF REF R408-- 50201 Trmse. require •.crw e.r• In r.bnuti,q, n.roli,q, fapPirq, lnuallnp aw br.<lr1• R.I., to a,e It * tM Lv.c •alt..n or SCSI (Sall. lnp Cupon•nt S.f•ty Inrerutl.n, Dr TPI .n. MCA) fp .•qq pr.etic•s 1 o tn..• tuner lens In,c•u•r, ,nal d, to br.<lno , KSI sins .. no— o— etMn LC 71411•+. L 10.0 PSF DATE 06/01/17 p.rfer.lrp Pr por•ry plOpCMr...a1 .... Properly --hod LLriCt ra .M.—..g .nd bo -o• more ...11 n.v . prep•rly . to .;ATE • rlDld cHllrip L.eNlonf .Mon for p•r..n•na Lura r•sK ant of wb. •nal Mw .roe l,q Ina[.11.e`p•r /Q DL 5.0 PSF DRW HCUSR408 77752495 2 51 s7 or •10. .s .ppliemle Apply pl.uf <e e.en r•ee or cru, .na p»(Glen •, sb..n .b.va .m 46 • jolt atoll,. 1.., netn.—I.•. R.r.r 11 er.an„ 1w ror a...r. plot* ppat 9I1,. n a pD LSAlpine. er ITN Wllelnp Cggen.nc. Group Ine. ,nal not W re.pon.lble r.r •lyl OOVI •tIM rr.. to OA •.• OO` • Q.-"- LL 0.0 PSF HC -ENG KD/DF AN nw CCIMFIWY o- d-InI,, .ny r.11ur• to bulla - crus. In conror..nc• .1 to ANSI/TPI 1, or ror MiWIlnp, ,nl I / • ^ rr. • i4 OT . LD. 55.0 PSF SEQN- 508482 owl s• NI• -lny N ..r r MO. omoon.y NI. Its lI Ill•Ie.t...pept. dr pr Pr•r...1p1.1 .Iy1nM1.1 O••••••_` Vr.ISI I My NI•ly rx o d ~olo. .Isb 711• wroisin . I Iz it .r WI o drolly ror agp. tronillr. 1• roopvsl.l l lty or — •i.11di., D..IV— p.r AMI/TPI 1 S.e.2. ' Elty p{Il1M DUR. FAC. 1 .00 FROM TH 2100 Lde Onng Dr . Swu I50 OIIadD.FL 32837 FLCOAf0278 Fer .er. Inrer..tlen ,•• tnl ,eb , ,ono— ,.e . P••• one tn•.• wb ,It.. ALPINE: ,w .IPinat..co.. TPI. .•.,tpin.c.erD, MCA: .o•,belibu,try.<e.: 1«:... ..-Doug la FlemingLic Number: 66648 SPACING 24.0" REF- 1 W1 B408 Z 1 8 06/05/2017 16006-/7510 - A -UAVIV WLLKLY -- Lot 6 Reagan Pointe - VIA lue Set: 13B (Effective 6/1/2013) Top chord 4x2 SP p2 Dense Bot chord 4x2 SP p2 Dense Webs 4x2 SP #3 Lumber value set "1311" 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. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 = 3X4 - W=3X4 = 3X4== 1X3(R) =- 0-8-00-8-0 0-8-0 140 10-0-o 0-8-0 1X3kI./ Sll4 = 1X3(R) = 1X3(R) 3X4 L 17-11-4 31011e 5-4-12 5-11-4LIE — 29-10-8 Over 4 Supports Sol R=111 PLF W=17-11-4 R=91 P 4-X7.25" O w••'•— • •••• / R=328 W=7.25' Note: All Plates Are 1X3 Except As Shown. 4, .•' $••. Design Crit: FBC2014Res/TPI-2OO7(STD) ' PLT TYP. Wave FT/RT=O%(0%)/0(0 15.- 1.Of 06 /-/2/-/-/R/- Scale=.25"/Ft. WARNINGI•• IS" AND FOLLOW ALL IIF= ON THIS OWINCI • T IipITAMT" FTMI511 THIS OM•IIIG TO ALL CONSMAC1016 IMMIDIM TI'S . LL 40.0 PSF REF 8408-- 50202 Trww• r.eulre • t .w •r. In f•prlc•clnp, n•nel.np, •nlpplrq, 7"": =0 rb .r•e lop. Aerer a •n• r I aw 1•c •a .•luw .r' sCSlc( wu•I q Ce ewnc 5•r•cr Inrerwuw. er ,PI .w nu) ro' •.r•cr pr.etle•s : L 10.0 PSF DATE 06/01 /17 e p.rforrinp tMw funct.ero In>c•I l.r> •n•11 .rwlw a..•er.rr .'•clop p•r •CSI. U.S... wiM •cMr. • e. enera .nw n.w Prew'Ir •eea .• •ar Ceur•I •..•.... w• .Doty mere nw. • pre•.rlr •tt ATE • DL 5.0 PSF DRW NCUSR408 17152492IpleeNllnp. I,.oC.tl•n• o.wn f.r p.r.AW ly 1•a.r.l 'war •1 nt N .•s. .n•11 n•w °'•clop Iroul1•e p.r • • c.w• n. eT er no. •s .penowl•. APPY PI•u• ce can rwe or tr.,,• •m pwlum .> >I.•w. •cow •m O • Qn tM Jelnt O.t •Ils, .n l.•s noa.a otMr•I N. R.f.r to •rwl • ,•pA.Z f•r •a•n••r•1•t. pwltl.n• 9aIL O M.Iw. • •w.•,m er In w.Ielnp ee.o•..na, pre Q Im. .'.11 net >. r.>.oMl.1. rer .n, e• l.alen rrw an 0'Itorc R Q'P• AN MW O ••• LL 0.0 PSF HC -ENG KD/DF e'wlrq. •••r nr•llur• t• °calla aw t'e,. In cwror..ne..Itn ApSI/,PI ,..r rer.-.9.p. •nlppinp. 9 S • •• OT . LD . 55.0 PSF SEQN - 508495DMRANr -L1111—oo • er.c l.pt-11% •••.••.•• _` \ 1 an NI. •—:,* •r .w•r Py. I Inlive NI. a'w,p. Ill•1— ••A71•Il.• N •'.fw.lelul .rpllwrll I {r/o A' A \_ pel.•1b111 , :r"— wl l II.• 0-.v— —I,. y AM1/1 S`I-2 .O r• ., tl.I. Yrwlnp ft, ry .WCt.e• I. 'Y /1 OUR .FAC . 1.00 FROM CH 2100 LFIe OMIe R., Style 150"Y'h`V. yT11pI111111 oll,mpFL 12811 Fer.er.I.rwsal•n, `"''^°°°'""•' "° '..°''"° w•,Iw..' SPACING 24.0" JREF- 1W16408 Z18FLCOAOD273ALPINE •lylwl— : TPI: e p, IFTCA: w. n...trr. . ICC. .Icc••reDOO la FlemingLie Number: 66648 06/05/2017 7bUUb-//D1U - A -UAVIU WLLKLY -- Lot b Keagan YOlnte - rL ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 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 4] W3X8 4.25 L 1.25 61 W3X8 3.50 L 1.25 14] W3X8 4.00 R 1.25 18] W3X10 3.50 R 1.25 i 0-8-0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced ® 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 15.5" 9-3-0 12-6-4 3X4 1X3(R) = 3X8[4] W=3X4 Is 3X4 = 3X10 =- 3X4 _ 3X4 = 1X3(R) _ 3X6 = oAOLoJ = aA14 _ oACILI"J = - Le 23-0-12 Over 2 Supports R=971 W=7.25" rl B2 3X4 3X10[18] = i 0-8-01-4 0 7 10-0-0 1 X3 (R) _ 1X3(R) _ 1.4 4-5-8D. Note: All Plates Are 1X3 Except As Shown. vF "• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=O% O% /0 0 15, 0 6 Y.. F -/2/-/-/R/- Scale =.3125"/Ft. wwlNCISH HIS Mm Fd1D"COTES T THIS LUDIMMWINGI IiOffAMT•• FN•IISM iMl• owl•R 70 ALL OD•IRAC106 ME I•STAtLD6. Tj L 40.0 PSF REF R408-- 50203I•CLWI.6 • i 7r.sr, rp..lr• rarer C•r• In f••rle•<I p, 1.•Ibllp, •nl r,p, Imt•Il Ip sIb .-.9. R•f•r t. •ne rosf4. tr Ltrt .alum .r •CSI Iwnel.9 e..ew..nI S.r q. Inr. rU . by TPI • I MAI rx ear.., Pr.et Pq r • TC L 10.0 PSF DATE 06/01/17 to rrrer Ip tM.. r..K<Im.. 1»t.11•r. r•11 Pre t.•P.r•ry or• np rr •CSI Ilnlrs net- a --' tOP trre ,n.11 r•. Pree.rly •tt.cnr ar.t<.r.l .M.NIp •ne m<t» there •»II n•r• • N.prly .t<rl..e A rl•1. .allp tetalm, .I...n r.r r, -I I.t.... ... tr.Int .r ••.> ,nal n.... Ing Intal» Per O :• DL 5.0 PSF DRW HCUSR408 17152484 ea. •7 er •1D. ...FPutrl. AP I, P1.a.. t.. -h r•<• .r.e..... tra ana D.ta L. .n1r, »a•e et»r.I••, Oar- a. a In•, 146A -T rer •t.no.re PI•t• r.Ium,. o a D A1PIr. ""' IT. wl1a.• 1eeP..n 61-u Int. I1 - r r..Pen,lel. r.r .. Lal.. 1,— 1. L LL 0.0 PSF HC -ENG KD/DF er , ,r . y arrlp, •ny r•u.r• to eoue t tr..,. In cmrre•nc• .Ian AMSI/TPI 1. or ror n.. 111. tNIWIp. 9 AN n'WCOMAO.W I.-..r..Inq .r I...,.... tss+ G O OT.LD. 55.0 PSF SEQN- 508479 rel m tale ar lp w oo.er pee I1.t111p NI. Orap, IMleetr esee•terre of PnTr•1e11e1 Mplr.rlp A` v1".. `r tMl er»In• rer e'°' et,.`t'". le isiii y M1et1:: rV V ' 1M DUR. FAC. 1.00 FROM CH 2a0D Ltle Oltoge Dr, Suitt ISD rr 000. /0 D.e Na11WI I S:C" p M 011mda,FL 32537 FL Concdm Fer ..r. Inr«rtlm - t.I. doe•, •.n.ra -1.. P.•. •ne tn• ... >It., AMME .....1PIr.t. tr: TPI: •...< ,l •r•: WMA: ..et.ne ,y < ICC ----I)ogl# Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W18408 Z18 1bUUb-/1b1U - A -VAVIU WttKLY -- Lot b Keagan Pointe - FZA ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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 13] W3X8 3.75 R 1.25 17) W3X10 3.75 R 1.25 0-8-0 T THIS DVG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced ! 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 18.5" 8-0-0 13-6-4 3X4 1X3(R) a W=3X4 3X8 = 3X4 _ 3X10 = 3X6 = 3X4 = 3X6 _ I cc R=863 W=7.25" JAV L 1 -JJ 23-0-12 Over 2 Supports W=3X4 3X10[17] _ R=181 1 0-8-01-4 0 T 10-0-0 0-8-0 1X3(R) _ 1-6 5-11-8 31. Note: All Plates Are 1X3 Except As Shown. Design Crit:FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O 0 15. AZZM%4AWY71'- 0 F -/2/-/-/R/- Scale =.3125"/Ft. SARNIMIS I•• REAI) AMO roue M.I. WITS 00 THIS DMIKI IWM THE Tj L 40.0 PSF REF R408-- 50204MT-- F1e1SN THIS p•AMIIO TO Au C MIXW=n IIIPUM1I116 IIISTAUMIS. t7tC Trp.•e. r•polr• • t ..• r• In r•Orl real n0, ^•Ib 11 0Ippinp. In,t•III,p •ne er•rinp: •."` ` .. `eO aM 1•cert eelalen Orr•CSIr( Wl le na S•pr— I TPI •po RG) hr hay pr•ea1CH p r • TC L 10.0 PSF DATE 06/01 /17 ooptl , - le p.rforalnp t,,... !,•,rale.. In.a•l ler. rn•ll prw,e. a.eper •r, er•e - p.r •LSI . pl „ogee etMr, ip rMre •^•11 proper)— forIW sarliterel -Ing •Le Cellae rb .M 11 • properly •ta•u.e ATE 1• , 1 C e1eCrl•le elllnp. aoeeal. for pere•nenc hcer•1 r ar•1 na r .we .n•11 neve Inp Ina•11ee per DL 5.0 PSF DRW HCUSR408 17152498 In1 I a S. •T or •10. •> pyllr•Ole. Apply p..- to a•cn rare or tre.. •rb pe.Itlen er WNe•. •Cave •rIe e . • pe•lalem. aMCJe ln< O•<elle. .n less roaee o[lrr l se Rarer ae er•el liM-2 rer .<elbere pl•s• I— LL 0.0 PSF HC -ENG KD/DFtlr— eI I.Ien . •,Il8--9• rye .nrr Srp I•r. ,.Il net a re,pe„rl.le e I.alpn Ire. toAlple..er IT —y yrs inp. •n, !allure to Dolle lM arose In conforeence .Itn ANSI/?1 t, or for II—.1M.-iMIrq. o t`•'•; c Oi2 e Q ••••. ••••• ` AN nwooMiMNY In. NI III*•r-Irop or ..r.. 11-1, -1. Iroelro• le•LetoI, -oopt— of I OT . LD . 55.0 PSF SEQN- 508491 p". p-t—I reopsl.Ul l,Z .o1Hy _ w •..Ipn PSI. Th wlte•111ay •,Ie — of tel. dr—In. rer .ey .t.asllr. t. Ltl-•wY. i1 DUR 1.00 FROM CH fes'.. De, Suite 1302400L1k ...... v re•pelr 1.111[, sf the a11dlA itoolo r per A"'/Tp1 1 Seri. 1 FAC . Odandp.FL 32937 FLCOAW273 Io f Pepe •Iw the .ee flae.• Infere•alen see t'. p•n•r.l _- For Bore .I. Jo• ALPINE ee .Plnelae.ree. TPI, ... tPle.t.erp. MICA: ew.rer,neu y ra: la' ... r.•r•Dou la Flemin Lic Number: 66648 SPACING 24.0" JREF- 1W1B408 Z18 lbUUb-//blU - A -VAVIU WttKLY -- Lot b Reagan roNnte - ra Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP p2 Dense Bot chord 4x2 SP p2 Dense Webs 4x2 SP p3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -300 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. I 0-8-0 T THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X10 4.00 L 1.25 10] W3X8 3.75 L 1.25 17] W3X6 2.75 R 1.25 18] W3X6 3.25 R 1.25 20] W3X6 2.75 R 1.25 12" 13-1-8 -0-0 1X3(R) 3X6 = 3X10 - 3X4 =-3X4 - W=3X4 = 3X6[18] - 2X4 III 1X3(R) _ 3X10[6] _ W=3X4 3X4 = 3X6[20] 5-3-4 -l— 16-10-4 _ 1 I cc 22-1-8 Over 3 Supports a. R=177/-300 W=7.25" R=1696 W=8" _40-11V F k".&R=822 1-4 0 10-0-0 0-8-0 Note: All Plates Are 1X3 Except As Shown.4,v•vV S••' Design Crit: FBC2014Res/TPI-2007(STD) • PLT TMP. Wave FT/RT=O% 0% /0 0 15. 1.Ot 06 2 TY: /-/2/-/-/R/- Scale =.3125"/Ft. 111AIMING1— MW AW roues ALL WITS a INIS awIMI • IwortrNrt•• nNAlsl THIS a lm To AL oamunan totLMI lc TO INSTALtm. • TIC L 40.0 PSF REF R408-- 50205 Trueee. r.•.,m e<rew t m ,e M Cbop< 1• * • 1C e1n.<. I„"°.r.tlr,p: .r J.: I G L 10.0 PSF DATE 06/01/17CCSI (Wl lO .. ..... ” S•or— "'b"... y i/1 •ne RU) fx f•ty Pr•ealt•s ep.rfora qrtlero1MaaI.r,enpre,«<epemryI. - o ATE • emre .MI1 Mw properly . t.enw .t—t 1.1 51ee IM a atto. C—d ,Well n.,... pr.p.rly . t : • DL 5.0 PSF DRW HCUSR4O8 17152489rl•1e eel1,1M. Lee•elen. .M.n`ror per.•nene"la... l ...trelnt .r wee anell new ere lrg IMulle Z' • pU eae<,a.. !) !) or 610, ee .pelle..le. Apply pl.l.. to • :n f•te of aru,. we Pe„t,on ., ,no n .eor.. e an. J.Int o:t.11.. .nl... M<w e=,.I... W.r.r to pr..1,,,. ,.•1,-: for .t.,e.rP pl.t. pe.ltl,.. Q •• LL 0.0 PSF HC -ENG KD/DF Alpl M. • el•,.,on or I/• W, le,ro Ca.•aonent, Creup Ine n•11 Mt a re Pp .1. r.r •ny o vla,en rre an A •. •• are l,p. •ny reu.r• ee son. eM tress ,n eonrore.nte .1<n ANSVTPI 1, or Tor nemllro. .nl pplro. ^ •••.Ot `` •.0 AN nes WMMNY ........<,.n A .r. M .. <re.,.,. %yFs 1 OT . LD . 55.0 PSF SEQN- 508505 vl snant. •Telly .r ... .•. I I.aro UPI. 4—IM. ftIM. er pmrwa.M) Nylnwrlro r.epm.la,Tty »lay rr sn• ae.l0, owon. T,r .ul< l lty .1,• eae or ml. •retro for of &n um 1. D iGye._ y DUR. FAC. 1 .00 FROM CH 240D LSLe OImp Dr. Swte 150 re.pen.l.11lty of w 11,1141Mpeul1•1M e.elo,er r ANSI/TPIee. I 1 S2. Orlmd0.FL 32837 For e e Inrer..alen . aa. Joe'. y°Mr.l ro . py..na w ..e Ices. FLCOAID279 ALPINE: .w.elp,Mlt..eo•, TDI: ..•.tp,n.a.ore, MCA w. .et,Mu,try te:. 1CC.....,tt,e -D uPla FleminE Lic Number: 66648 SPACING 24.0" JREF- 1W1 B408_Z18 wnr^,I nvcr-a 1X3(R) _ 3X10[6] _ W=3X4 3X4 = 3X6[20] 5-3-4 -l— 16-10-4 _ 1 I cc 22-1-8 Over 3 Supports a. R=177/-300 W=7.25" R=1696 W=8" _40-11V F k".&R=822 1-4 0 10-0-0 0-8-0 Note: All Plates Are 1X3 Except As Shown.4,v•vV S••' Design Crit: FBC2014Res/TPI-2007(STD) • PLT TMP. Wave FT/RT=O% 0% /0 0 15. 1.Ot 06 2 TY: /-/2/-/-/R/- Scale =.3125"/Ft. 111AIMING1— MW AW roues ALL WITS a INIS awIMI • IwortrNrt•• nNAlsl THIS a lm To AL oamunan totLMI lc TO INSTALtm. • TIC L 40.0 PSF REF R408-- 50205 Trueee. r.•.,m e<rew t m ,e M Cbop< 1• * • 1C e1n.<. I„"°.r.tlr,p: .r J.: I G L 10.0 PSF DATE 06/01/17CCSI (Wl lO .. ..... ” S•or— "'b"... y i/1 •ne RU) fx f•ty Pr•ealt•s ep.rfora qrtlero1MaaI.r,enpre,«<epemryI. - o ATE • emre .MI1 Mw properly . t.enw .t—t 1.1 51ee IM a atto. C—d ,Well n.,... pr.p.rly . t : • DL 5.0 PSF DRW HCUSR4O8 17152489rl•1e eel1,1M. Lee•elen. .M.n`ror per.•nene"la... l ...trelnt .r wee anell new ere lrg IMulle Z' • pU eae<,a.. !) !) or 610, ee .pelle..le. Apply pl.l.. to • :n f•te of aru,. we Pe„t,on ., ,no n .eor.. e an. J.Int o:t.11.. .nl... M<w e=,.I... W.r.r to pr..1,,,. ,.•1,-: for .t.,e.rP pl.t. pe.ltl,.. Q •• LL 0.0 PSF HC -ENG KD/DF Alpl M. • el•,.,on or I/• W, le,ro Ca.•aonent, Creup Ine n•11 Mt a re Pp .1. r.r •ny o vla,en rre an A •. •• are l,p. •ny reu.r• ee son. eM tress ,n eonrore.nte .1<n ANSVTPI 1, or Tor nemllro. .nl pplro. ^ •••.Ot `` •.0 AN nes WMMNY ........<,.n A .r. M .. <re.,.,. %yFs 1 OT . LD . 55.0 PSF SEQN- 508505 vl snant. •Telly .r ... .•. I I.aro UPI. 4—IM. ftIM. er pmrwa.M) Nylnwrlro r.epm.la,Tty »lay rr sn• ae.l0, owon. T,r .ul< l lty .1,• eae or ml. •retro for of &n um 1. D iGye._ y DUR. FAC. 1 .00 FROM CH 240D LSLe OImp Dr. Swte 150 re.pen.l.11lty of w 11,1141Mpeul1•1M e.elo,er r ANSI/TPIee. I 1 S2. Orlmd0.FL 32837 For e e Inrer..alen . aa. Joe'. y°Mr.l ro . py..na w ..e Ices. FLCOAID279 ALPINE: .w.elp,Mlt..eo•, TDI: ..•.tp,n.a.ore, MCA w. .et,Mu,try te:. 1CC.....,tt,e -D uPla FleminE Lic Number: 66648 SPACING 24.0" JREF- 1W1 B408_Z18 I0VV0-//JIU - n-LFMVIV tFLLI<LT -- 1_01L 0 Reagan rolnce - r3A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. I, 0-8-0 T 3X4 = 1X3(R) _ THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 3X4 1-4 0 10-0-0 0-8-0 3X4 2X4 III 1X3(R) = W=3X4 3X4 E_ i cc R=109 PLF W=22-1-8 22-1-8 Over Continuous Support d1U11M10L F..- Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15., ARNIMGI•• HEAD AID 1`01.1.11. ALL WITS ON THIS WIIIINDI Ii01RANT•• FI0a11SM 7X15 aIA.ING 7D ALL COIIIRACIDRS I.CLDDIMC 7XE IR3TALLERS. ie .n prlealrqt, llrq, snlppln9, Il..np rofnU-tyO1 rorln9 R•yutd.,ro.. nf9• pr rt• oCC• IGM s9•7C73teMrcfI.een•WsreIyyTPI pr. e1a.. rf..o.r.rlon.p > a. eer.• nEe. S• t Inau111- > •II Plet•y b—l"p.r sal. Vnl•>• nec." o top cnor0 sMll hws pro0.11y •<btnM • r•1 •M.U1 •M Bette. CM1. MNI n • prap•rly •t<K1riww1191" 1.11119. La•tloe> 1n.n. for p•r.•I.•n[el •t•1.1 ...... I.< er ..e• tn.11 n ll.p IM<•11•" 19.1 FI 1^ 1I 1 O q..] er a10. •s .pp11e•Ol. Apply PI•tes te."h r•e• .r tre . •"" poslclon .• u.o •poe• •mJolntD•tws. unless note" Ocn•rolt• Refer to arwln9• IF9AQ.r>•t.IW pia• p0•Itlonf. Aly: M. • .Ir a.an er 1711 .e11"I" C•yaant• croup Ine nen r r•> ible for •ny o•vl.0 on Irk Or sl.q, •ny ren ura t• .ell" tM truss In tenfw.w•:• 11th ANSI/7H 1. — ror hemi l"9. • IM no. AN IrW COMRWY I—.I.tlon A er•e11.9 er Cres>•> A ...1 m NI. arwl.9 .1 —1 ply. Ila In9 NI. arw 1.9. IMI— .00•p— sf p -t-1-1 MglfMrin mp—lRl I Ity -1.ly ft, Moilsadl9n .tll. 711...I=lII" AM u.. Of MI. dr—In. fw .Ily vlstpr. 1. 240D Lake Omp Dr. Sulu ISD t••pe lblI Ity •f t 114u11aln9 DwI9rrr O•r ANSI/TPI / S•e.2. Ofluklo.FL 32437 F.r • Inf...... — >•• this Jae'• 9.nwa n. s p•9• •na tl.•f• w •...•' FL COA NO 274 ALPINE •IplM t ; TPI: w. tp.nat w9. RCA u>try.t•.. ICC- 1w IccufeE)CU oFd':cI ORV y •....... 2/-/-/R/- TLC L 40.0 PSF W L 10.0 PSF DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" 06/05f2017 Scale =.3125"/Ft. REF R408-- 50206 DATE 06/01/17 DRW HCUSR408 17152490 HC -ENG KD/DF SEQN- 508512 FROM CH JREF- 1W1B408_Z18 I, 16UU6-/7510 - A -DAVID WEEKLY -- Lot 6 Reagan Pointe - F4 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W4X6 3.00 R 1.25 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIDNS3 SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except 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. 19.25" 8-0-0 —} 7-0-0 1X3 III W=3X4 = M(R) a 3X8 = 1X3 III 3X4 = 3X4 = 1 X3 III I, 0-8-0 F + 3X8 = 2X4 ul 1X3(R) 3X6 R=899 W=7.25" 3X8 = 16-7-4 Over 2 Supports 1-4 0 10-0-0 0-8-0 06/05/2017 Design Crit: FBC2014Res/TPI-2007(STD)sV C ". PLT TYP. Wave FT/RT=O% O% /0 0 15J117.06 0.2 QT 8 L/ -/2/-/-/R/- Scale =.375"/Ft. WARNINGI•• Ka An Foam ALL mm om mis D.An.si '7 MO ' IIP.RFANi•• n=l SN TN15 D.A.IND TD ALL NMINACI0.3 INCLIIDI.0 THE INSTALL. T LL 40.0 PSF REF R408-- 5020770. Trp»e, reeesre a V... to In 1-1 —1.9, n•rb 11.9, ,nlpp.np. .....11,np •m .r.<Inp. ..fer to •m 11 : ' tM lote,t e01— of pal (111.11 n9 Coop—t s,f,ty Inf—tlen, by TPI one RICA) to, .•rety Pr•<cl<.' . f.nctlem Inft•llers SCSI. DL 10. D PSF DATE 06/01/17 I1, toe porter.l.9 cm,• sn•11 pre,le• to po...y bred.., per IlnI= m[W o • rd sn•11 n w properly Itt.<me eV•<t,r•1 ,M• .1.9 ...p sotto• <bro M•1 n.v . prop.rly . "• o • rlplp b llnp. Loe•tloes for p•re.n•nt 1•t.r•1 , .Int f ..e, ,nal m or•cIm ,n,c•11•e`p . ATEp, n er s,o. •> •Pp u<.e1• Apply plus, co •.en r.ee or erm> ...e po,luon • • • o DL 5.0 PSF DRW HCUSR408 17152497 a OLpp cM nt Decal, .nl•ss note, etmrel•e. Refer to .rwlnp, 16DA-2 for ,teller, plot* P:>ltl<n.'°p" Alp: m, ..Fe1,IM of In .,1101,9 Ce em , Crew Im. ,n.l l mf oo re,pem lel. for •n ..,1•[101 'roe • LL 0.0 PSF HC—ENG KD/DF 19 AN F WCOMIMNY or_•ny fa lure to s,lle tm -... In orf—e—, a ft ANSI/TPI 1, or for n•mllm. YH I I.......t.on . or.clnp .r tr,,,.,. oP "°' OP p•• p a 0 p.••'r` S TOT. LD. 55.0 PSF SE N- 508488 MI —.-1. .r In9 sr ee,.r pep. I l.tme NI. •Iwlnp. IMle.t., mpt le, of pr.fM.IM1.1 .191n..rinp rNpml.l l lq rl•If der t1r ...is. Yl.en. TII..,It,GI l lty p1p w of tole .rmll9 far ony .Ltttlw 1 S r..poulelllq of s.. wllO ll9 Dp 1. per A.sl/TPI , see.:. 9(G• NA`. DUR. FAC. 1.00 FROM TH2400LAeOmngeDr. Swit 150 O Odndo.FL 32837 FLCOAID279 For epr• Inro,e•tlen Ree ta, Job'. 9emra m > Pep. •m tn....•e ac..:Iyq ALPINE —.Iplm.t..<o•, TPI e•..tp.n>t.erp,.ICA •w. u+cry.eo.; Icc: . ..r,p la•Flemin q%I Lie lVum er:66648 SPACING 24.0" JREF— 1W1B408 Z18 06/05/2017 I, IDUUD-110M - A -UHVIU WLLKLT -- LOL D Meagan rolnce - r9H ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i 0-8-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19.25" 8-0-0 7-0-0 1X3 In W=3X4 1X3(R) 3X8 a 1X3 m 3X4 = 3X4 = 1 X3 III 3X8 _ 2X4 0l 1X3(R) 3X6 3X8 = 3X8 = L 15-3-4 _1_1-4-0.J i cc 16-7-4 Over 3 Supports 301 L IIItl1Uy R=893 W=7.25" 0*. t. &M=5.5" 1-4 0 10-0-0 0-8-0 06/05/2017 Design Crit: FBC2014Res/TPI-2007(STD) _4F ' ' ' 1 —C - PLT TYP. Wave FT/RT=O% O% /0 0 15 1. .06 0.2 QT 1 L/ -/2/-/-/R/- Scale =.375"/Ft. WARNIMGI•• NCAO AND FMLW ALL NUU CO THIS aw1IIGI • , : T LL 40.0 PSF REF R408-- 50208I~ANT" F10DISN THIS ORMING TO ALL WIIMiCi INCLUDING TNS INSTALLERS. • Truffw r•pulre s t e» •r• In ftlrlc•tlnp, n•n011 ne, •nlppine, Im[•IIInp w• sr.e lrq. Rarer to •n• II • • LM Iaat •Olden :frKSI `(wl l•Inp te.pw•na SN•ty InfOrgtl», .y 7 I .1• nu) fN ..fay pr•eUN'. ' * : ATE DL 10.0 PSF DATE 06/01 /17 te perforolne tn•» f.•Ietla.n In,u11 •r, fn•11 .rw1» t er•ry sr•e 1.I, per KSI. I/ll•1. no[» •[M • • o Mro M•11 Mr• We»rly tt•<n•O aru« 1 •n••anlne A- I-— ebro •MII new • M•»rly •«••CeQ• j • rl,l. <•Illnp. Leefalen, Ysn fsr »r.•n•nt 1•t •r •1 rwtr•Int of wD. swell M,,, wfeln0 Inf<•11» p.rpCS • : DL 5.0 PSF DRW HCUSR408 17152494 Q f•e[len, 1. 07 •r ,10. •s •pp11e•DI•. Apply plan to ••en r»• er <ruf• Def It low •s fne 1 •Dw• aM J•Int O•t•11•, w1••• nett oU•r_I». N•f•r to Orwln„ I,OA-2 for •t•Ib•r0 plea »,Ialem. A Q • LL 0.0 PSF HC ENG KD/DF AN RW OOMiMN1f AI•In.. . •roulw •r In wumn, Gayen•ncf crew Ine. flue nea M rof»nfID1• rer wr ew1•u•n rr» Orw lnp. •1yl r•Ilur• t• Dull• lM eras, In <»fpuYK• .Ian ANS.0 7PI 1, er rw n•n•I ln,. MI»I, Imuu•u» • Drslw •r [rin.w. I w L Q •N` 0=: `••• TOT.LD. 55.0 PSF SEQN- 508525 40IenNI. Orwlp .r •rver pM. 11.t1n Nle swing. IrI•le•t» •ee•pr.s. of prof».1 1.1 .plrrrlrq ro•pslNl l lq »I.Ir rx 121. des., •rp.n. TM ..It•DI I ler 1 w .f NI. •rw11y fOr .a Dtrwtw 1• i A 1ON„` r sperolDllltr M tUw w1101n 0wl9 r per ANSI/TP 1 1 S».2. yI J V DUR .FAC . 1.00 FROM CH 2400 LAe Onmp Dr. Suiie 150 MIIfp1Y1WN111 OdmdO,FL 32837 FLCOA0027fl Fer .Dr• Infor»t fw a.I. J•D'f 9•n•r•1 ro f p•q• •ro ewes• .•D flea' ALPINE: •w.•Ipina.t..ca, TPI: w• [pin.t ere:.TGA..:'...<ln•,,,try.<». ICC w. .....per I Flemin Lic Number: 66648 SPAC I NG 24 .0" JREF- M B408 Z18 06/05/2017 k IDVVb-//DIV - A-UAVII/ WttKLY -- Lot b Meagan rolnte - rnls Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.35 BC- From 5 plf at 0.00 to 5 plf at 16.48 TC- 176.27 Ib Conc. Load at 1.04, 3.04, 5.04, 7.04 9.04,11.04,13.04,15.04,16.04 i 0-8-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. t 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7) W3X8 3.50 L 1.25 13] W4X6 3.25 R 1.25 161 W3X6 1.25 R 1.25 19.25" 8-0-0 7-0-0 1X3 m 1 X3 of 3X10 2X4 oI 1 X3 (R) = 3X10 1 X3 m 3X4 = 3X4 = W=3X4 3X4 r>v •1 • r>v m 1X3(R) - 3X8[7] 4X6[13] a 3X6[16] 4X6 = 3X4 16-7-4 Over 2 Supports Otnt Ipy R=1099 W=7.25" .MRal3a8 W°1jya f10-0-0 0-8-0 PLT TMP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% 0% /0 0 15 1. 06 0.2 I)s1 L/ -/2/-/-/R/- Scale =.375"/Ft. MARNINCI•• WAD AND FOAM ALL MIES OR TNIS MOM kJO, T LL 40.0 PSF REF R408-- IMPORTANT" FURVISH THIS OMVIND TO ALL CONTRACTORS IIIMMI1M THEI•STALLEII. 50209 Tru»e> requlr. a t ere In fwrltNl <e tM 1.[Nt Nitlan err RCSlt( WI101 n• MlW !lops ,nlppinP, IMtelllnp One :retlnP: Mfer .rb I1 n• Ce-Pa»n s.r.ty Inrpr..tly . •y TPI r e nC11T ror ret- .r.etlte DL 10.0 PSF DATE 06/01/17eperfelflop <MN funeUeM. Inst•1 Nrf N.0 prw lee <rt•P>rory a «In• Per •C51. UnIN> MCN etn•15•• 1 Nyt . Pr—,.y et,-- .truttur,l —.-Ing we :Otto CMM -611 n.ee . Properly ett.cve lO •I l p 1 —o— Ywn f.r p.r..Mnt IN.r e1 —t-1— of w., —11 n.,. uretlnP I., ..oe per des 1 ATE i DL 5.0 PSF DRW HCUSR408 17152487 ectlpnc:,.,,,-- R]R7 er R10. ., eppllee:le. Apply Plete> or oecn fete pr err„ rrb P•,Itlt, .ea. , •• t!N !slot D.t.11,. RII.N MtN eUIeI.I N. •.per to OrwlnP, 1: OAof for ,crrWre PI.N pw It Ions. LL 0, 0 PSF HC—ENG JB/WHK IIYII TIJI MAIM. • plvl>len Or ITWoypMnt. creep nt. .NII Mt w re.Pw.1:l• err—YrIewUtlon rw Or wllp. to :callaRu1lM c1.. no Crus. In <wfer.wce .Ito ANSI/TPI T, or for neMlllq. >nl pp llq. OR AN IIWCDMFPWY M[.II.tlpn .:roting of trmoo- 1C .... 0 I • N TOT.LD. 55.0 PSF SEQN- 508817 NI -'"1. orwlnp M O ~ II.tlllp Nle •rwl•p. IA•IaeW >L'Copt ,ed or p -t -1.N1 enpinwflfq s. of tAl. prwllp rer ., I. r ; I, — w !ding D -IW- ANSI/TPI I S-=.ne .t.tst.e DUR. FAC. 1.00 FROM CH two Ltle Orme DL, Suitt Iso 011roeor• dc,FL 12837 FLCOAi0278 InforFor .>tlon see tnl, JN', pl m- pope Oro CMN ee: +It.,• ALPIHc -op.-. to: TPI: --- tp,net.-9: rru a -.Ntl try.tw. ICC. ::Oslo -Dou I but Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W1B408 Z18 06/05/2017 lbOUb-/7570 - A -DAVID WEEKLY -- Lot 6 Reagan Pointe - F5 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i 0-8-0 2-10-8 12" IF 8-0-0 1X3 m 1X3(R) = 3X4 = 3X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1X3 III 3X4 - 1X3 01 1X3(R) 3X4 = 1 5-11-4— R=349 W=7.25" 3X6 = 11-10-8 Over 3 Supports R=682 W=8" 3X4 = 1X3(R) 5-11-4 _I 7 1X3(R) 0-8-0 1-4-0 1 0A - 0-8-0 06/05/2017 Design Crit: FBC2014Res/TPI-2007(STD) a+ / • PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.04' 06 T 2/-/-/R/- Scale=.5"/Ft. RARNINGI •• MEAD AM FOLLO# ALL MOPES ON THIS MWINGI IWVUNT•• IMISH THIS ORMING TO ALL CONnvsCT s IMCLWINc THE INSTALLERS. T LL 4U.0 PSF REF R408-- 5021D Tru, In, , ree-Ir..,tr.ro < re .. r.prle.[l..p, n.nul l.q. ,n.pplrq. telllno .ro ereeln•. Rarer t . ce I M 1•wc •eltlOn or BCSI (Wile l.q Ceepenent S•fe[y Infore•tlon, by Tel .ro .PCA) for safety pr•e[Iee! 1 t * DL 10.0 PSF DATE 06/01/17 le perrore.no Nese runetlen. In>ullero sn.11 p—lo, t•eyor,ry Cre<I1.y per BCSI. Vne,» rote oc op <Igre anal Mw prep.rl nett.< l.•a •truetur•I • 1—t• ...e of bassre Meese• n.ro . properly a al ' rlele ailing. Lro•clon, for p•re•ront ., •Inc r •II n Dr.elas Imt•l lee per 0• ATE ; QB DL 5.0 PSF DRW HCUSR408 17152477t• BD, R7 er 1370 •, epplleeClo. Apply Plete> co o.cn r.c• or tru erW po,ltlon •, Mean epe.re erOPlate, C Q cn•tJo int D.t.11s. .n 1•.s rot•e oN•t l.•. Rarer to areal.•, IGGA-2 rer>st.ne.ra pl .t• rosl [lens. 9 j /C` Q••• O/L•••• LL 0.0 PSF HC -ENG KD/DF AN r W COMPANY Is Mplro. • elv a.en or 1771 •..lea ... ... cas — so Aro. ,MAI rot be ,pan,.ele ror •ny ew let len set. wl..p. My failure to Culla Chal ruff In conforuroe -Itn ANSI/7p1 Tarot ror nMelln•, MI 1a ........on ..r.c...R or tr.n„e,. pp ' awl on tJll.rrolnB or eo-er pe•e Iletlp Nle Ir lrO• Ina le.tee .eeepL•r7ee er prerM.l•MI onBlreierinp I ItY w aeelpl 7)., I ley for OR O • 4 s '••.....••' TOT . LD . 55.0 PSF SEAN- 508679 ro•>ICI ,ulseCl /.a pee of MIs arrolnB try .trvCtwe I. el.lY NZ r ssoI.popre,p.slClllq of ule Wllelna Drolpwr ANSI TI 7 S.e.S. 41 + NL..-I_ DUR FAC 1.00 FROM CH2400LakeOrtelDr. Smu 050 per t' P' 1117' OduAID.FL 3M7 FLCOA#0279 For ror• Inroreetlon see tnl, Joe's •ener.l notes p••• ..e t).•,• eeC >Ice, ALPINE e--..Iplro.te.<ee, TPI --•.[pin,c.or•, .Ta ->p<.ne,.>trY « 1«• ..-. Ic <>•r.Dou la emin Lic Number: 66648 1 SPACING 24.0" JREF- 1W1 B408_Z18 06/05/2017 IDUVD-//DIV - A -UAVIU wLLKLT -- LOM D Keagan rOlnxe - ram ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP p1 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP N3 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 0.00 to 225 plf at 3.75 TC- From 145 plf at 3.75 to 145 plf at 5.81 TC- From 225 plf at 5.81 to 225 plf at 7.75 TC- From 315 plf at 7.75 to 315 plf at 11.63 BC- From 10 plf at 0.00 to 10 plf at 11.63 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. i 0-8-0 T- 1X3(R) THIS DWG PREPARED FROM COMIPMER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 13] W3X4 1.25 L 1.25 15] W3X6 1.75 R 1.25 16] W3X4 2.25 R 1.25 3X4[13] = 2X4 in 3X4[16] "' 1X3(R) 1X3(R) 3X4 rm 1X3(R) Le 11-10-8 Over 2 Supports R=312 PLF W=6-7-4 JRBb&107 0-8-0 1-4-0 1-- r/- 0-8-0 Note: All Plates Are 1X3 Except As Shown. Ov.•,' \ S`:••; #' Design Crit: FBC2014Res/TPI-2007(STD) a N • PLT TMP. Wave FT/RT=096 096)/0 0 15 1.0Z0, 6 2/-/-/R/- Scale=.5"/Ft. MARN INGI•• ff" AID FOLIO ALL WITS ON THIS OIWIWI 1lORTAIIT•• F ".; TNI! OM•IM " ALL COl1IRACIgS IKVDING TIN IIWAUMtS. i T LL 40. 0 PSF REF R408-- 50211 Trwsw r.•u.r..a arw a r. In f.•rI .n0, nln011n, Mlppinp, Imc.111ry ono .r.t lnp A. r -r to 1 I"- Of KSI (2 .... D C.wen-nI, S.f ty W-1- by T 1 fn- TQCA) w Hr.<y pr. Cutr. a.. 1 i *' DL 10.0 PSF DATE 06/01/17 lop.rfor lnp [Mf. furo<laM. Inf<.Il.rf 1n.11 prM.w t.w.r.ry •r.tln• p -r KSI WIw rotes o Mr-T. p CMr• .nal nW- r.p-rly .t<.C1W .af-p<-ra 1ro.Nlnp 1n0 .ata C1..N .n1II - . prop.rly . -he rlpl ca Illy. L.ca l.na ono -n ror wrwno^< Iaora r..tra nc or wp. anal now sroe lrq Inaca loa`por AT ; QB DL 5.0 PSF DRW HcuSRaos nTs2aa2 T or •l D. .a .ppl..wl., Apply pl.u. <o ..cn roc. -f t a pD l»`;:Ina D.<.I1., -I... -1- .<ror+I... IW., I. •rwl.y. 1KAiEw/: ra; e';1:: .It on.'°"" Alpin-. . Olylaon or ITr WI I Ilq Co1f>renta 6rouy Iro. sMll ro fpsla l.l. I- .ny e-yl.tlen fr.- anror 9 : . QQ'••• OA I, C LL 0.0 PSF HC -ENG KD/DF wlnp, fny fa lur- to I- tI- arw. In confor.uulc- -Ian NISI/TPI 1 for nfrolInp, fnlppinp, nft.11.tlon O\ • 6...••• y ANI WCDMIMNY A .rocl,lp or trw.-.. f 1 M NI. OIwIM N .M1 ~ I I.tlllp NI. or..l O. IMI- ..pptAlN:. N p -t-1-0 .1*I-11np G ` P/ONO TOT. LD. 55.0 PSF SEQN- 508686 rwp.n.l 11Ity wl.ly r -r t ~IV% 111f 1. TI- a 1=111ty NI w- of tnls orwlly for sM .LLCtw I. L y,A DUR. FAC. 1.00 FROM CH 2JODLAIe DL,SIDitI50 rwporslCllfty -r <n- 0.11.111• Dwlol-1 pot AOI/TPI T Sw.2. D11a1Qp F7. 32937 FL conMDM For .w- Inrols.<lon .w tnl. Jm'f •-n-r.l ro f pp- fro en.f. 0.o .I<w: I u ALPINE --- .1pl-1- to.. TPI' ---•tpinfa-rp:.Tu --•,ptln wtry - IM w ...f•r•Dou la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W1 B408 Z18 06/05/2017 1bUUb-/1b1U - A -UAVIV WttKLY -- Lot b Keegan Pointe - rb ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "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. 1X3 In 1 X3 (R) m 3X4 = 2X4 In 0-8-0 1-4 0VSA +10-0-0 3X4 = +/— 0-8-0 1X3(R) 3X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 J) Hanger Support Required, by others Truss must be installed as shown with top chord up. Inluu, R=161 W=7.25" R=176 O•••• • .•••• ilf. H=H1 and H2, ` S+• Design Crit: FBC2014Res/TPI-2007(STD) V • PLT TYP. Wave FT/RT=096 096 /O 0 15. 1.0 6 TY. F -/2/-/-/R/- Scale=.5"/Ft. SARNINGI•• SEAR Atm FOLIA ALL WrES ON'HIS MA111SG1 • • IWVUAW" R MISN IWIS CROWDING TO •,, auMftCT0a INCLUDING THE llanwn,. ; T]W t L 40.0 PSF REF R408-- 50212 irutt•t r.,.Ir.. tr.... r. In r•.r1.•tlro. n.n.I,,... >nlpp,n.. In,t•Illn. •,,..r•.In.. •.r.r t• .I,. r4 ; * • TC L 10.0 PSF DATE 06/01/17tn. I•a.< •eltl•n .r •CSI (OW 1-9 C..q.n.ne S•r•ey Inror..um Ny iH .,.. nu) ror f•roq pr•eelco> p . • f. P.rfor.In• t,»» fln.tlono. Intt•IINf tn•11 prw,.• t..p.r•ry --Ing p.r •C51. 1,:rA ll.t.. OtMr.1 r• ATE . op .noro fn•11 nw• props ly •tt..n.. strawr.l sM• .Ir,...w .•tto. tnor. .M11 n.w • .r.v'1' •tt•e DL 5.0 PSF DRW HCUSR408 17152488la. ,,,In,. Lo.•tIonf — r.r p•r.•.wa I•t•r•1 r • •Int f ..•t fn•II M.. or•olro In>c•I I.. p.r . t• _ o.> •2. •1 •r •tO. •> •pp1 I.•ole. Appy PI•t.f to ..en ro.o or cru» one p ,. on .. onoon •.ov. . d n 2 I - ,.Int o.t.I... . I... n.t...t,...1... Nor– to _Ino. /S.A.:.or ft•n.•r. pl.t..o.ltl•n.. 4G ••,• \OQ`.' LL 0.0 PSF HC -ENG KD/DFIlf LC A,,In.. • mrl.Ien er In wn., q C. ,. croup In.. f . not M r >ps.I.I• r•r , e•r1•um rro. to f7 O2 "OR\ • • ors lnp. •ny r•1 lur. co WI1. t1.o [toff In C-- .Itn ANSI/TPI I. or for I1.MIIng. —wing. Sr4• ••1•••..•••• AN ITW MMp1NY .n>t•I1•t.on A. r.t1.../trots... y° ONAI.E v OT.LD. 55.0 PSF SEQN- 508515 1 —,-1. Or lro .r —1 •". Ibtlro MI..r lro. IMI— ..e.•C.Iro..f pr.f wl.Flol .rolr..rlro //y 711:2. I.ly r r t11....1vI .11..11. 711. Wlt.Illty .n. I.. of "I. orWlnp for opt Irt—tl.r. 1. DUR. FAC. 1 .00 FROM TH 24ODLake O mjtDr..Suit150 r•.pssq .f tn. wllolnp O..IWr Ar ANSI/TPI I S.t.2. Cfp1pTIYM,1 W=dD.FL 32137 For ter. '"`.r..tlon f.. tnlf J..'...,ttr•1 not.. .••• "° "o .1... I FL COA IO 775 ALPINE: —1pino—coo. t I w. tpinsa o: • CA. .. m.In.ufcry.coo: ICC: .lca• Biouela L emine Lie Number: 66648 SPACING 24.0" JREF- 1W18408 Z18 16006-/7510 - A -DAVID WLLKLY -- Lot b Keagan Pointe - rbA lue Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4 _ 1X3(R) 0-8-0 T 10-0-0 0-8-0 1X3(R) a 3X4 04-8 4 Over Continuous Su rt R=110 PLF W=3-0-12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. I Q • A o 1.0 6 TY. NF,/ -/2/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AMD FOLLaN All NOTES ON THIS DWINEI Waft T L 40.0 PSF REF R408-- 50213IIT•• HAMS" THIS NIANIMB t0 ALL CONMA"M INCLWING TME 1111TALLIMS. Tref«• r•pulra st<re a <•r. In f•erle«In•, MnPlrn•, .n. pp l.q, .—.1-9 •n• Pr«In•. N•r•r to •n0 fa Ltat •Oltl•n er NCSI (wumnp eoop .o..< S•f•ty l.ferouen, •ey TPI •.: NICA) for o•f.cy p1-141, p. r • TfL 10.0 PSF DATE 06/01/17 ep•rfor th•.. r...et rem In.<.II•r. •NII Prov.•• t•.por•ry •r«.n• pr NCSI. Nnlo.. no<« echoerenero .hon — properly •cc«nee •tr..<<ura •n••<hl..• •.m Pottoo <r:r• .hon — • ProP.rly •ItIeAT I11.q. t.oe.<Ie.. o.e•n fer p•r.•n•n< l.<.ra r.,<r.In< .r _P. M.11 hw.• er«lnp In,<.11.w per O ; . L 5.0 PSF DRW HcusR4o8 T71s24B7 Q cion. •3. OT or •10. •. •p,l—ob1e. Apply plot•. to •'h r«• er r—. — po.Itlon •. snow. •.ov Iv.e o O• O•• the J.In< Nero, to ef•.1..•• IWA-: for .<..•.r• plot• pe,ltle..• LL '•• ' LL 0.0 PSF HC -ENG KD/DF Alp..:. • •IVI•.w N ITN 11-Hely.• Covera . Group Ins hotI rot w r•sPen•r •1• rer Ary .ovl.trm fro. th s7 ORS •• ` AN nw mMRWY or slrq, .ey r•I l..r• c• .. ue the cru» In cmror.w.c• .1- ANSI/T 1 I. •r for h-11..•,-.Pplp. MW1lM OT. LD. 55.0 PSF SEQN- 508518 M1. •r Iro .• HN•:r•pp. 11.<1h• MH. •r lro. 1n•Itl•W A•i.pt•I.. .r pnr«.1e1:1 ,1• P-11, pity «<. , rer Me •«191 • ol,o. T....Itrlllcy .m — of MO..r lro rer .o .<ft — 1. ONAto vq DUR. FAC. 1.00 FROM CH 24MLAO Ol VDO,&Ott130 r•.•..1•Illcy or tn. Null•1ro 0ool9:r par ANSI/TPI I S«.:. Wp µµtl pAmdq FL 32837 Fl cos 10 2711 For .or. Inror..tlon . thl. Joe•• •w:r.l nous p." .w tn•.o w.• 11c•.: A<IME .....Ip.nert..<e.: IPI: i..tpin.t.er•: VICA .....eeln•u.try.<e.: ICc: •.. ..f.p I FlemingLic Number: 66648 SPAC I NG 24.0" J REF - 1 W1 B408 Z 1 8 1bUUb-/1b1U - A -UAVIU WGGKLY -- Lot b Meagan rolnte - Vbl Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 pif at 0.00 to 50 plf at 16.83 BC- From 5 plf at 0.00 to 5 plf at 16.83 TC- 913.39 Ib Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W06 S 1.50 41 W3X10 4.00 L 1.25 8] W4X12 5.75 L 1.25 17] W4X12 5.75 R 1.25 18] W3X10 4.00 R 1.25 21] W4X6 S 1.50 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 COMPLETE TRUSSES REQUIRED- Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 0 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 m 3X10[4] = 2X4 III 3X4 m 5X6 = 2X4 ie 3X10[18] 2X4 Ip I 5XIS 2X4 III 2X4 io 4X12[171 t 4X6[2] 4X12[8] 2= 16-10-0 Over 2 Supports 4X6[21] = 1-4 0 10-0-0 0-8-0 R=3836 W=8" R 5" O• 0,11" s • 1111• Hr, Design Crit: FBC2014Res/TPI-2007(STD) o 0 Y S•• v PLT TYP. Wave FT/RT=096 096 /0 0 15. 1.0 6 TY. F -/2/-/-/R/- Scale =.375"/Ft. UARNINGI•• IVAD AW FOLEw ALL oras 00 THIS awls) •7 T L 40.0 PSF REF R408-- 50214IWWfAf•• F ONSN THIS HWY1 IHIII TO ALL man ewwi a FIDE IIISTAIAEM. i i Tr1n.•. r.."Ir• • [ a.• r• In ftlrle.[1,q, Mn011„•, tllpylnp, ,n L.Il lrq uW . -I.P. A.f.f c. rI i LM L<..L .e1L1en 1, H1uI`iwllol.9 CoIP* .< S.r•[y In,.r ,,-. 1,'100 .n• WitA>rr., ..r.[, P,-.Icr L 10.0 PSF DATE 06/01/17 P•...r...a [Mw ru.e[leM IML.II•rs •n.II p,w . Lo.por.ry or..,,q r 001. U11.,, ro<... LM -1. •n•1I n .• Progrly •ec•en•o •ar,Cc.r.1 •M.[l, l,p .,.. oo<cw eMr..n.I1 n.w . ProPor., .« •` 101. 111&121M. Ha..al..n ,1...37 f.r ,,,..,,.,,< 1.[.r.I r.,Lr.1nL ., ..., tl.II ,,,., .rtl1n• In,<.1I•o PDo o ATE •. DL 5.0 PSF DRW MCUSR4O8 17152480 PPuetl1.. APP" PLL.• to ..en r. or cross •n. yosl •s ,1.0...o•• ...• O a v`w1nL o.<.I b. 371.,. no[•. oLl»r.1•• Rotor L, orwln•• 16a-: for s<.no.ro PI.<. -Iden,. g, •. .•• LL 0.0 PSF HC -ENG KD/DFd pD AIP1M, . 0,.,1,1m er HFI wum,q oo elwnn cr.,p 1M .n.n Ma w r•,posl.I. r.r .ny ewl.a,on rro. <n ?y-0 •; °C pR OPi wlnp, .ny r.l lur• [. Iw 11. DEM Lru„ In c•nforwnc• •Ian ANSI/iPl 1, .r to n.M 11nP, M1 1 AN RWMMAkM ...L.11.L1on • .r-Im of [r,,.,. PP "°' ••'••'•"• OT. LD. 55.0 PSF SE N- 508576 wl w NH. •rw11I• or o.•.r P.0• 11,11" "1* •rwHrq. 1"11.P•gt.11•. •r Pf.r..•1-, gI-rI, QI rw..s..iiiL`Iy' wl. for I 1. Hr P,P,. AI6Hini"•s.oi •"•' of sol. arw11l• ror wy .sf<scur. 1. Un /ONAI. DUR. FAC. 1 .00 FROM CH 240D L.Lt Omp Dr.. Swe Iso 14rueulW Orh glo,FL 32837 For ..r• Inf.r..<1on ,•• LnI• Job*, 0111`11 0" JREF- 1W18408 Z181- 1 P.•..M <"• .•I, , .. FL COA 10276 ALPINE .••..11.1M,c•.w, TPI •••.Lc1Ma.or•. HrteA: •w...e-try.ow, ILC: .1o,.r.Douela Fleming Lic Number: 66648 SPACING 24. - 16UUb-/7510 - A -DAVID WEEKLY -- Lot 6 Reagan Pointe - FGZ ) lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 13.27 BC- From 5 plf at 0.00 to 5 plf at 13.27 TC- 822.43 Ib Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W IS 2.75 L 1.75 41 W3X8 S 1.25 51 W3X6 2.75 R 1.25 81 W3X6 2.75 L 1.25 91 W3X8 S 1.25 131 W IS 2.75 R 1.75 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.00" o.c. Bot Chord: 1 Row @12.00" o,c. Webs : 1 Row is 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 III 3X8 [4] - 2X4 III 2X4 io 3X8[9] - 2X4 ul may+! 'y 4X6[2] Ea 4X6[13] =- 13-3-413-3-4 Over 2 Supports 311 fWWloy i R=2673 W=7.25" ,.t pS F/ftN x=5.5" 1-4-0 10-0-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) - PLT TYP. Wave FT/RT=096 096 /0 0 15. jalTY: /-/2/-/-/R/- Scale=.5"/Ft. WARNINGI'• AERO Alm FOLLA ALL WTES OM 7NIS M WING( • IlORAN7•• FURNISH 7X611 MA•INc TO ALL CONTRACI INCLIRIN 'ME INVALLEU. • L 40.0 PSF REF R408-- 50215 ru»e, roeul re .... .e .... .n fMr.ea.rq, n•Ml...a. ,n.Pp.na, ...-I l.np •..O er•<.na: a.- ,e •ne r I : * • n b,e•, whim r SCSI (W.la.r.p Corgonen< S.re<y Inr.ro•,.en. ey la .,w MAI for re<y Pr•e<I<., I L 10.0 PSF DATE 06/01/17 e P.rr•ro,np , h rerc,.o,., In,<•„er, .n•I I Prer.ee ,,, P t ry .rec :: Per •CSI. U„e•, ne ew enoro ,nal n•w ProP.rly •«.en.e •<rmcur•I •n• cn l,q ...e Iw,co. emro •n•u nm • Properly • <^ / t tial@ callnp. Loealem ,ro.,, rer P•rw t IeterN•re,tre.nt or ..e, coal er.<Ina In,<.IIM`P r /Q . ATE •• DL 5.0 PSF DRW HCUSR408 17152491 67 er 510, •> .pPlle.ele. APPIY PI•,e, co o•an r•ca or ,rw, w po, alon •> >..o. el.wre .. . appO lM`loln, •.<.I M. ne,w e<nero,.e. R.r.r <e ere.na• ,.a A•: rer .,-.r. P..<. Pofl<lon,. . QP.• LL 0.0 PSF HC -ENG J B/WHKAlPlne. • d,,,,.en or IT* •u.l..na Ceccene , Cro.y Inc. ,M . not ee ro,Pan Il rer •ny eWIK.On rte. N . •*• t OR% • r wlr.a..ny f.lSur. <e In.I le LM cru„ In conror.eooe a,n ANSI/7PN 1. or for h-lna, > IWI p. . 1 ` 0 AN nw6pMR\NY .n.<.I I.<.e.. L er•t.na .r . r_.. y S '••••••' G OT . LD . 55.0 PSF SEQN- 508826 A -1 -,"1. .r-lrp .r e.,•r PW I I•elrq NI* Pr..b- Nro, 1"1-1- -W -t• .r Prof.•a.r.a . 01-rin, pNA1. N raep IIII Ity «latl O.adyroran . The •ult••I I Ity e .•• er -1. 4,-I V IF—. V •<rm<oro I. ,. NA OUR. FAC . 1.00 FROM CH240DLikeOrmpDr. Swlt W reee Iblllty or <Nr• 111.11,11.911-19-..rl.a rloPer ANSI/IPI 1 See.2. 4f11/Wll u1 D11ENdo.FL 32831 For •ore Inreru,len , col, Jo•', genera ro , P•a, .nP encs• w. ,Ice, FLCOAR0278 ALPINE e••..IP.ne.<•.ed•: TPI: •.e tp.n•t era. IRC.(. ew.>ee,neu>cry.- ICC: ....... r.9ougla Fleming Lie Number: 66648 SPAC I NG 24.0" JREF- 1W1B408_Z18 06/05/201 1bU1Jb-/7b1U - A -UAVIU WLLKLY -- Lot b Keegan Pointe - LJ/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) = R=169 U=81 T23- 10-11 3-1(-3 20-4-0 R=127 U=0 T L- 1-4-0-3-J 7-0-0 Over 3 Supports al lnu q i R=360 U=61 W=4" f SWuFIF A/4 RL=124/-30 0 ••••• • ••••• Y/J/' f Design Crit: FBC2014Res/TPI-2007(STD) O ••• S••• PLT TYP. Wave FT/RT=O% O% /O 0 115, 0A /-/2/-/-/R/- Scale=.5"/Ft. UNWINGI" UM Alm FOLIA ALL MOTES O. 1NIS 11MA ING1 IiORTA.T•• n1101196 TWIS 01,.1.11 " A L am.Ae,,.s 1.1.111101111. na I.STALLFas. • TC L 20.0 PSF REF R408-- 50216 Tro••ae r., -1r. •,tr... r. 1n r•sr1a.<Ie....'.. y ••1ppI— y TPI ne er.al,p:....r to .,.. r 1 • L 7.0 PSF DATE 06/01/17M4uet •0,<,en er .CSI (bI le l,q tu••n•wt s•r•cy Inror»Uon. by iel •,.e •rCA) rer r•q pr•eU e•s IQI r t• p•rfors, n• tl,•f• hl,t<1em. 1M 1ler. -,,1 a 1» t•r•ry Ir -Ing p r KSI uhl••• roc» a as ap mere •1.11 Mw er•e•rly •ttKn» •Vett 1 eMK•1,1• •1.0 e•«» abro 1-11 MW • pr•p•r ly •tt- / • r,•le e•11, n. Loa•<1•n• .1ow1 for p•re•n•nt 1•ter•1 .•s<r.Int •f ..e• .1.11 n.•• er•tln. 1ns:.I a e•. /O ;/;ATE • DL 10.0 PSF DRW HCUSR408 17152486 pD •• etlm• U nor .10. •• eq 1,e•el• ApelY phut <' .«. er t., I, e.eII— 11, er• .e ' • • • u» Joln< o.t•11•. ,nl••e net.e stn•I••. .•f•r tea I„•• 14•.-: ter • rb•r0 p1•t• ee•Itlens. •• • ,OP• •' LL 0.0 PSF HC -ENG KD/WHK AIpI M. • e1.1.1 of I7. .ellel Calyorlw,b Gr•1,• InC. e1,•11 net » r •eem,1• fN eny o•e4tlen hee t. p • r..In...,.y r.I1-r. t• ee11e <1»"tre,. In t•nrore.nt• .I- ANSI/IPI 1. :r r« 11.ne11np. Mlpp lnp. 4 _ F1 '••. O1 :•,••• V, OT. LD. 37.0 PSF SEQN- 736701ANIrWCOMnNY1n•c•11•<1•n . sr•elnp •r cr.n•••.I e»I en tnb •.I. y er Bever pye I III 1. NI• -1-11. 11101aew mptelp ey prey»Ol . enylrele 1. IONA 24ML.L.On pDr•Suitel30 M1e- 0.11 IeI.9D- IVrrw»». AWN/MI l5.e i ' N ale e.»11q re..1y et,.•<w 1e 417w._. am u, DUR. FAC. 1.25 FROM TH Odwxb.FL 32937 For ter• lnror..clo,. e« tn1. 3ee•• q•n•r•1 ro s pK• •ne tn••• .•e •1c•> _'/ FLCOAOorn AL.INE .....1.1^^1<-• — TPI: ---•<,1n•<•ar,: RCA .:•.ea1n°a,<ry•a»• ICC -.-•1aa,•r•Dou la Fl.in Lic Number: 66648 SPACING 24.0" JREF- 1W1B408 Z18 MUNN 17 l lbUUb-//DlU - A -UAVIV WLLKLY -- Lot b Keegan Pointe - L;J1 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. R=-36 Rw= 240U91430- 10-11 R=9 Rw=15 U=10 T20- 4-0 L- 1-4-0 1-0-0 er 3 -Supports R=201 U=56 W=4" RL=32 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15.. WARNINGIaa READ AW FMAM ALL MOTES dM THIS MOOKI IIONUMT" n"IsM'Twos pNMING TO ALL COIFTIIACTOM INCLIMIING T)IE IMSTALLEfs. j Trua.e. rpulro • eroao a ra I, ......tlnp, nubllnp, .n,pp„q, Irot•II„p •M pr•tlnp. A.— to ane r4MlabftbitlenOfstsl (Wllolnp C.,gon.nt sN•cy Inforutlm, oy TPI ane PTCA) r.r .N.[y pr•etle•s q is perfer>.Inp cM.• r--IMc•11 •r. -11 p,-t•rory or•c„q per 11131.Vnl•as Mceo ecMr.1 top cMro .n•11 nw• prap•rly •tt•CMo .V.0 Wrel .M•tnlnp ane e•tto. cnoro .MTI n • proporly •tt.tM rlplo c•Illnp. Loe.tlon. •rasn rer pore•n•nc I•t — r•.[r•Int or •o.. .nail naw b—IM 1n. 111p•r M w E -P Tor 110. b .pplle• 0. Apply plot•, to ••en fat• or tru ..,.. po.,tlo,, o. sJ DN F9L.. Jolnc TI.t•11., .nI•.. noteo at I... Reror to drool", 16011-E rorest—ru plate Pa. AlpIM, a airhien or In Wlla.np Cago,wnc. Crop Int..n•11 Mt W re.ppn .I for any aw eclen Ir i,q, any r•I lur. to w le tM tru.. In corroroom, .Itn ANSI/TPI 1, or for Mnel lnp, .Illppinp, AN IrW 00MAkNY aw..t•I lot,— A or—." or cruse•. A —1 — -1• Nr..lny er .sr.r p.0. I l.tllq "I. or—llq. Illolp.tee AOO.p— of proro..1-1 .Iq lneerin re.p.l,ol.l l lty —1.ly hr — —19. Yw1. TIr wltat,lI Ity ens u.. of Vol• o—Ino for a,q .Wo — 1• 2400Like OmpDT..Swot ISO ro e,o,lalell lty of — sull.11q TA.1/Ier por ANSI/TPI 1 S 2. OrlAndp. FL 32837 For eor• Inr.r+•tlen ••• tnl. J•• pl M . pap. o,,,;[n..• .ee .le•. FL COA 10 278 ALPINE .w,•IpIM,t.,to.wTPI: • tpl—t arp.•n•raPTCA: .w..ael,nu.e ry.ee.; ICC w. I«.•r.DoUQ NATE OF i S UNAI 66648 FIL/-/2/-/-/R/- TCJLL 20.0 PSF TC L 7.0 PSF DL 10.0 PSF LL 0.0 PSF OT. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 50217 DATE 06/01/17 DRW HCUSR408 17152478 HC -ENG KD/WHK SEQN- 736698 FROM TH JREF- 1W1B408_Z18 1bUUb-//b1U - A -VAVIU WLLKLY -- Lot b Reagan Pointe - GJ3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=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 1-10-3 R=50 U=0 0-4-0 Lel-4-0 -J 0-0 Over 3 Supports SAS FLF`l R=222 U=45 W=4" RL=62/-23 O C1••0 00,11• Design Crit: FBC2014Res/TPI-201D7(STD) s ••• S'••• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1004 06 /-/2/-/-/R/- Scale=.5"/Ft. WARNINGI •• KO AND Fouw ALL NOTES OI nils awINGI • IALL 'ORTAI" FIT LL 20.0 PSF REF R408-- 50218WIISMTNISOIAtIMGTOALL111ST1LLlEM. • Truss•. ro0.,r. • t •.• 1r. In r—rle.tlno. n.nellny. •hlppl,q. ln,t.1111p .ne br•c. • * DL 7.0 PSF DATE 06/01/17I.. 1•u•t edition .1 ICSle( Sulle l,.• Co pa.•nc S.r•cy W —tied. by TPI -II AICA) rorlne. Rty. pr•e— ... 1 p•rferlln. [Mf• f.„ct ion, 1,1,[•11•rs —.11 pr—,- c•,per•ry broeln• ,o, KSI Un lots no[ed otMrsrs• • top more •h.l. — pr,p•rly Kt•ened sKeetnr•I ,M .nq o,.e bolts more shoo b•..• • pr•yerly • t 0 • rl.le e•I l lnp. Loe•tl.n, ,1...., for p•r1•n•nt ......I ..,tr.... or oo- •n•11 h.— br•elnp ln,t•Iled`p. . ATE ,• QB DL 10.0 PSF DRW NCUSR408 17152485 O • R1. •T .r St•. •, •pplle-I•. Apply plot,, to ,•en roe• or trues ,rle position •s aholn • nI1I1 O ,^II, M`Iolnt octal,. noted 6—ml•• R.r.r to dr -9, IWA-: for ,c—d plot* p.,ltlen,•— vim 9 : .' LL 0.0 PSF HC -ENG SCN/WHK1gAlp,ne. • el.r„lon or Ili Sellelnb Copon,nts Group Ino sn•11 not - r.,p.n,lbl. ror •,.y ew l•tlon free to Oji••'• O"`O •-.- 00 y ra lure eo bs, le tM truss In e•nrorl 11th ANSI/T I t. or ror h•edllnp. 1 1 / AN nwCOMF•,rn t.11 — A br•e,no .r tr,,., ' h p' "°' , 4 F •0.0.0..•••• TOT. LD. 37.0 PSF ponolblllg. serl:iy w INAlo1 IlY' ianl. Tr, u1=111•Ity ,n0 w or—l"s ,tr s tw 1 1nj DUR . FAC . 1.25 FROM CH 510009 of S ONA1. N btODLde Onmge Dr, Sw(e 150 r•.p.,•Ib111cy of s1r wilding 0..101•r p.r ANSI/TPI 15•e.:. -4111 011An&,FL 32837 For — lnror• .— ,— • J— o•a ro , poo• .ed tn•,• . at.,: : M18NWNllIM& FLCOA D279 ALPINE .•to.......do: TTI 11•.t--pinst.u.n•r•:.7A 11. — bel,buscry. : ICC: -1- t••r,Dou la Fleming Lie Number: 66648 SPACING 24.0" JREF- 1W1B408 Z18 06/05/2017 1bUUb-/1b1U - A -UAVIV WLLKLT -- Lot b Keagan rolnte - uj* ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 Wind loads and reactions based on NWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 2-10-11 2-1(-3 R=89 U=0 T20- 4-0 06/05/2017 41-4-0 ;J 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 rr. AS FI ie-q C• // j. QOvv•• i $•••• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=O% O% /O 0) 15 1.00 0630. T !A 2/-/-/R/- Scale=.5"/Ft. EARNINCI•• KO AM FOLLM ALL ORES a THIS MMIMCI T LL 20.0 PSF REF R408-- 50219li'QRAMT•• sW1191 7HIS D]A111O 7D ALL COPT cmc IIID<lpIMG 7ME I16TAt1DK. 9. , fhlM.M. ,nft•I I.M .,IO . .M. Iw, a .lie 1 • th.'Ideft`b161en Of'•CSI (W1 GlnyCays t S:f•lynpInfWptlen, CY t 1 odI ffa) for f•fetY er•t[It.• 1 i 7.0 PSF DATE 06/01/17 otreCt •,e 1. Prwle. ,do o—Y .r.e,np por .CSI. tell... notal. rho pro•or1Y --CIM •M•Nlnp Mtts chor0 flue M,.•. Pr••or1Yr.r,on< lae•tlonf for I.torol root of M•11 Nvo or•elnp Imt•I lee QJDL DL 10.0 PSF DRW HCUSR408 17152479rlple <flllnp. shofn poclot flet per foetlonf •] !) or •lp, .f •pplleWlo AOOIY PI .[ef to o.eh fro of troll .ro pet It loo .f alle l •cele .ro • LL 0.0 PSF HC SCN/WHKd p0 loo or 171 11.1-, CCo en• nl ire Ine. l file ll net2M resp iwo for .Y off let len 7t` rre• th • • ENG AN ITWMMW44Y A,p,: int 41 ref l,lp, .ly r•Iluro eo culla tM crest In Confor•.neo -Ith ANSI/TPI /, er ler h•1 lop, fnlppin0, nf[.II.[lon. er•Clnp of <re.se>. OROt- F ^'•••...•••' TOT. LD. 37.0 PSF SEQN- 510012 w1 en t111. •rminp •r e•YM p.po I letlre till. •roo111p. IIOIC•SM aov" e• of pm?1.M1 e1gln-ring e lloposlsll lgr »1•lY for sl...•Ipn ollool. TM .0-11 t] en• w of tel. •roolllp for .a •t,lsttr. 1. /•• I•-/`•_tl'.LV- OUR FAC. 1.25 FROM CH 240D Like DDmp D7. Suue 150 ret•orl•1.111 tY •f t 1ellding Dool9for por AIISI/M / See.2. 111n Orlmdo.FL 3'.837 FLCOA10279 ler Bore Int —tlen f this Joe 9w 1 no f P••e • a tMso w1 fltof ALPINE: f-f..IplMlt-.to.. TPI - f• o—t orp: Ira: - -•.ftlne...t,y• ; MC: = .....Doo la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W1 B408_Z18 06/05/2017 16006-/7510 - A -DAVID WEEKLY -- Lot 6 Keagan Pointe - MJ7 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 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 i T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. Lr -1-10-10 9-10-1 Over 3 Supports R=398 U=101 W=4.907" R=217 U=109 R=352 U=11 23-10-6 3-9 14 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) 0 "% • FT/RT=O% O% /0 0 15 J11. 06 '2 2/-/-/R/- Scale=.5"/Ft. NAMINGI" WAD AM `0110' A11 IorEs 01 THIS WMIMI71107TI~AIf" FISAISM TWOS IIID TO ALL COWMWTM INOMWIM TME IISTALLFIS. 1 i LL 20.0 PSF REF R408-- 50220 Trusses rpu lra • a •.• .r. 1n fMr1e•t lr,p, n•ro111q, M1m1r,y, 1n ul11n0 — . .np. R•f•r to e• Iotott •alum ofrIICSlc( SulminO Ca•p•n•nt S.foty I.ror.•t1m. .,'TPI — MCA) for ,.f.b DL 7 PSF DATE 06/01 /17pr«t'ro,f 1 p•rf•r.11q eJ,•N f,•,ea,ms. Inst•11•rs sn•11 prw,a• toop,or•ry b—inp ;,or CSI. 1 1,%* mt•o o[Mr,r• 0 top CMr• •MOI Mw pr.p.rly .ttKnK .truetur.l --..o •na -O CMr• M•11 n • proporl, • -ho rl la c•11IM. L«•tl•,n flan for p•r.•Mat 1•t•r •1 r•.tr•Int of •.•f f1,•II Mw -.,q In•t•I loo p•r ATE • QB DL 10.0 PSF DRW HCUSR408 17152496 QOpD s p, tl er lo. •f •mllcW b. Apply pbu• to •«n r«• or Gruff .r,a poflUm •f .1.om •.ov I" J.ina 0.t•Ilf, m ss M •t Mr. R•f.r to 6r 11 • 16OA-t ror .<.na.ra plot• p.•I<Im.. 9 • //_ • LL 0.0 PSF HC–ENG SCN/WHK AN ITW COMPANY Alpin•. . alvlflm •. ITr w1lal,y Co«•n•nts Group 1K .MOI Mt •. rofp•nf1.1• f., .ny ewl•tlm fret In slop, •ny f•Ilur• to wl la tM trufs 1n emfor.w,c• .itn ANSI/T I t, or fK n•nallnp. MI In.t.11.t1m A or .p .f tr...f. °° "°' O•• A-00R • F A•••...... '• S TOT. LD. 37.0 PSF SEQN- 510049 f•a1 m "1. ar.flfq or —1 ~ 1 help M. r.ap. IMIe•too ...WI o. of p -t-1 M1 •"IM•flrq O 7 G yrp-16IIIb Ml.ly f•r 1111& a•.Ipn oll.wl. 7M wlfa Illb N w .f NI. --IM f•r V .tnitur• 1. a11.11p D..Ip1Nlr AILSI/T 1 1 SK.2. p-'M/.t- v DUR. FAC. 1.25 FROM CH 24ODLALe0lmVDr.SwW ISO roo, ro1.11lb of — p.r tMttMYWt11 Odu&.FL 32837 FLCOASO278 For «r• Inror..tlm .•• tn1. J -'s 9.Mr.1 no p.y. — <Ms• w. Plus ALPINE ••..1p1M,<. em: TPI: .•..ep...... rp: MCA ... ,«Iroustry.•o.. IGC ......._ Dou la Flemin Lic Number: 66648 1 SPACING 24.0" JREF- 1W1 B408_Z18 06/05/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 On 100 mph wind speed, 30' Mean Helaht, Portially Enclosed. Exposure D. Kzt = 1.00 Bracing Group Species and Grades - Group A: Sruse-Pine-Fir Hen -fir j N2 Standard 1 1Ile Stud N3 Stud 03 IStandard Dou las Flr-Larch Southern Pine 03 03 Stud Stud 771StandardIStandartl Group B: Nen-Flr Nt t Btr 1 Dotlbios rir-Larch Southern Pine NI 01 N2 02 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So Pine use only Industrial 55 or tndustrol 45 Stress -Rated Boards. Group B values no be used elfin these finadeS. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' D' outlookers Ith 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' Nn) nags. K for (1) 'L' brace- space Malls at 2' o.c. in 18' end zones and 4' O.C. between zones. KIKror (2) 'L' braces, space Malls at 3' D.C. in 18' end zones and 6' o.c. between zones. L' bracing must be o Minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2x4 Greater than 4' 0', but 3x4 less than 11' 6' Greater then 11Al 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. ATE OF OR P Cf AX. TDT. LD. 60 PSF 06/05/2017 SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace it (2) 2x6 'L' Brace Group A Group B Group A Group B 0) C Q1 J d U O U SPF HF 111 / Q 4' V 6' 11' 7' 2' B' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' S. 1' 8' 5- 9' a, 10' 0' 12' e' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' B' 1' 8' 5' 9' B' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard 3' 10' 5' 3' 5' 7- 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' S P DFL R 1 4' 2- 7. 0- 7' 3' B' 3' 8' 7- 9' 10' 10' 3- 13' 0' 13' 6' 14. 0' 14. ' 0 R 2 4' V 6' 11' 7' 2' 8' 2' a, 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' B 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' V l l' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7- 5' 11' 7' 5' 7. )1' 9' a, 10' 1' 11' 7' 12' S' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' a, 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U i 0) U O SPF LJ FI g1 / R2 4' 8' 7' 11' 8. 3' 9' 4' 9' 9' 11' 2' 11' 7' 14. 0' 14' 0' 14' 0' 14' 0' 113 4' 5' 7. 6' B' 3' 9. 3' 9. 7- 11' 0' 11' 6' 14. 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14. 0- 14' 0' Standard 4' 5- 6' 5' 6' 10' 8' 7- 9' 2' 11' 0' 11' 6' 13 6' 14 0' 14' 0' 14' 0' P DFL H1 4' 10' e' 0' 8' 4- 9' 6' 9' 10' 11' 3' 11' 9' 14. 0' 14' 0' 14' 0' 14' 0' N2 4' 8' 7. 11' 8' 3- 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 7' 6' 10' 7' 3- 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7- 6' 10' 7' 3- 9' I' 9' 8' 11' 1' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5- S. 0' 8' 7- 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d l X U O t--1 SPF LJ Ffl N1 / 112 S' 2' a, 9' 9. 1' 10. 4' 10' 9' 11' 2' 12' 9' 14' 0' 14. 0' 14' 0' 14' 0' p 3 4' 10' 8' 7' 8' Il' 10' 2' 10' 7' 12' 2' 12' a, 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7- 8' 11' 10. 2' 10. 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14. 0' Standard 4' 10' 7' 5- 7' Il' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' P D F L 1 5' 4' 8' 10' 9. 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14. 0' 14' 0' 2 5. 2- 8. 9' 9' V 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14. 0' 14' 0' 14' 8' 3 5' 0' 7' 10' B' 4' 10' 3' 10' 8' 12' 2' 12' a, 14' 0' 14' 0 014' ' 14' 0' 14. ' 14' 0' Stud 5' 0' 7' ]0' 8' 4' 10' 3- 10' a, 12' 2' 12' 8' 14' 0 0 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 1 9' 10' 1 12' 2' 12' B' 14' 0' 14' 0' 14' 0' 14. 0' Bracing Group Species and Grades - Group A: Sruse-Pine-Fir Hen -fir j N2 Standard 1 1Ile Stud N3 Stud 03 IStandard Dou las Flr-Larch Southern Pine 03 03 Stud Stud 771StandardIStandartl Group B: Nen-Flr Nt t Btr 1 Dotlbios rir-Larch Southern Pine NI 01 N2 02 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So Pine use only Industrial 55 or tndustrol 45 Stress -Rated Boards. Group B values no be used elfin these finadeS. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' D' outlookers Ith 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' Nn) nags. K for (1) 'L' brace- space Malls at 2' o.c. in 18' end zones and 4' O.C. between zones. KIKror (2) 'L' braces, space Malls at 3' D.C. in 18' end zones and 6' o.c. between zones. L' bracing must be o Minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2x4 Greater than 4' 0', but 3x4 less than 11' 6' Greater then 11Al 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. ATE OF OR P Cf AX. TDT. LD. 60 PSF 06/05/2017 SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 yret About) able Truss Diagonal brace option+ Tverticallengthmaybe doubled hen diagonal 18' ik brace IS uSod. Connect L diagonal brace for 5250 at each end. Max'web Brace total length Is 14'. K)K 2x6 OF -L N2 or better diagonal IT t Vertical length shown j brace; single 8' In table above. I 45' or double Cut L 1asshown) at j upper end. ontlnu Connect dlogona at NU Int of vertual deb. Refer to chart above wwVARNIN01n. MCAD AND r11LOV ALL NATES IN THIS DRAVDO DPOtTANTee njRNISH THIS dMVD& ID ALL CMaRAC11O S INCLUB 6 M =TALLCRS. i 11-regJre a.trone care N fabricating, handlig. Shipping. i lAal" and black,& Refer to anci follow the latest eof (N Con tin, /P1 and SKA) for safetyISafetyNell IntfunCdInD practices odor tw performing tin ns. Installers shad v aracnd per KSI. jthaneP, elSp.tpC Shod h9 Strutt ral SmootWestratedOtharalse, tap Clertl shall mar property attached Structural srwthip aro bottom sial v V s/eit have O properly attachell ceNk,& Locations %roan for parrenent lateral restraint Of sebt have per 67 or nD, as appNss ko.no Apply to each raceosiIMSionasoonCoftOra *n the .IsoofCruz: ane posltbn as sro.n above aro on the Jokmt Drtazs, chit:s noted Othar.liesabove Refer to dwaing9 I6DA-z for standard plate positions. AN RW COMPANYAlpine, a dvslheaharoonofITVWAW* Conlaonts Crap Inc. shall net be responslkle for any deviation fn this O -I g, any failure to build the truss In conformance wfh "I/TPI 1, or for handling. shipping. installation L bracing Of trusses. z A seal an this drsakg or comm page Rstkg this baalrg. Indicates acceptance of professional 13722 Rnverpon Wive Sulo 200 engineering responsibility solely for the design sho.M The sutabzity art use or this d'aakng for any structure Is the responsibility of the bung Designer per AIGUIPI I Saco Maryland Heights. MO 03043 for wore Infa"oton see this pa's general rotes page and that# oleo 911.0 ALPINE. wwwalpkta.con; IPLselae.tpotttor0; SNCAN vasbc dustry.org; ICC. sulcctah.orp Bracing Group Species and Grades - Group A: Sruse-Pine-Fir Hen -fir j N2 Standard 1 1Ile Stud N3 Stud 03 IStandard Dou las Flr-Larch Southern Pine 03 03 Stud Stud 771StandardIStandartl Group B: Nen-Flr Nt t Btr 1 Dotlbios rir-Larch Southern Pine NI 01 N2 02 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So Pine use only Industrial 55 or tndustrol 45 Stress -Rated Boards. Group B values no be used elfin these finadeS. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' D' outlookers Ith 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' Nn) nags. K for (1) 'L' brace- space Malls at 2' o.c. in 18' end zones and 4' O.C. between zones. KIKror (2) 'L' braces, space Malls at 3' D.C. in 18' end zones and 6' o.c. between zones. L' bracing must be o Minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2x4 Greater than 4' 0', but 3x4 less than 11' 6' Greater then 11Al 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. ATE OF OR P Cf AX. TDT. LD. 60 PSF 06/05/2017 SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 T Relnfo Ment Go Tr Gable Detail For Let -in Verticals Gable Truss propriate Alpine gable detail for I sizes for vertical studs. Engineered truss design For peak, b, and heel plates. vertical plates overtop, use a to that covers the total area of appeal plates to span the web. 2X4 2X4 2X8 rrowoe connections nor upuri specirieo on the eng,neereo truss oes,gn. Attach each 'T' reinforcing member with End Driven Nous, 10d Common (0.148'x 3.'.nin) Nails at 4' O.C. plus 4) malls in the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3%min) Toenails at 4' O.C. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail For ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014. A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, M2030051014, A11030051014, A1003D051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101D14, AI2015ENC101014, A14015ENCIOIO14, A16015ENCIOID14, A18015ENC101014, A20015CNC101014, A20015END101014, A20015PED101014, A11530ENC1D1014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCI01014, A20030ENCI01014, A20030END101014, A20030PEDIDIO14 S11515ENC100815, S12015ENCI00815, S14015ENC10D815, S16015ENCI008151 S18015ENC100815, S20015ENCI00815, S20015END100815, 52001 Mlftj S11530ENC100815, S12030ENC100815, S203oENC100M%=-_ i8 S18030ENC100815, S20030ENC100815, S20030END10 See appropriate Alpine gable detail for maximum unr wt W NATE OF i C OROt. 4w.... I&. Slnk§ A i 10 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toenail - Or - End -null To convert From 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace T' ReInF. 'T' Mbr. Size Increase 2x4 30 % Example, 2x6 1 20 '/. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' 19AX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' 06/05/2017 REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 WARNING.. READ AND rOLLOV ALL NDTES O1 THIS DRAWING IWMjAMT.e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses req,Are ewtrene care h Fabricating, handlep. shipping. installing and bracing Refer to and the latest eoerf or DCSI (Ilvikeling Component Safety Information, by TPI and SDCN For safetyfollowpracticesproetlee5Orbrtilperfotopthawfunctions. Iperly ens ache prorldt bradng per KSI. 1%Gets noted otherwise, top chOrtl shall core property attached structural shaatHl,g Ono hot ton cnaftlsheathing, IIT (1 sine have a properly attached r crAhg Locations shown for permanent lateral restraint of eb: Clan. or DID, a Apply plates to each totec`lonC] IUI\\ vvlll F th J US Mtillt noasshprnaboveamontheJointDetails, uness rated otnerate. of uss nd posh lon sra own abo aoftrussend U//u/- TUIII lfL= Refer t0 drawings IPDA -z far Standard plate positions. dlvisn of ITV Dusdlng Components Group Inc. than not be responsible for any deviation frofb, AN ITW COMPANYNphe, 1 any r to bold the truss in conformance with ANSI/TPI 1, or for handing• shipping. this dradrq installation L brechg of trusses A seal on this drawing W cover page lilting this drowlU Indicates, acceptance Of professional 13723RWmpon Othro engineeringdrawingtthesrlespaamDthemayofDeszb, era PI of Suxe 200 ppeeryAUS/1 ecifthebAcling Maryland Heights, MO 63043 For milt sH this Job's general notes page hntl thasf web Nitta, ALPINE.iovite ooij 7w..mpualtesawl 1PL wwwtphstoral SDCN wwwsbd/WstrY•aral ICC, ww•kcsaFearg rt,r.. W NATE OF i C OROt. 4w.... I&. Slnk§ A i 10 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toenail - Or - End -null To convert From 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace T' ReInF. 'T' Mbr. Size Increase 2x4 30 % Example, 2x6 1 20 '/. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' 19AX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' 06/05/2017 REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L -rein forecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4GO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T -reinforcement, L -reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 310 Center scab on wide face of web. Apply (1) scab to each Face of web. Member Substitution T -Reinforcement or L -Reinforcement: Apply to either side of web narrow face. Attach with 10d (0.128'x3b%min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. or L-Reinf. Scab wARMAGNS WAD AND n1LL111/ ALL IQICS a TaS INAWIrto t ' O. 17' 8 T LL PSF REFuMMIANTaafISDOSIITOSM%WDG 1D ALL COaRACTM DCLUDI G THE DSTALLE M • Trusses rVaJr• estrene care In rabrlcatarp, ho UA o sreppatS. trCtatllrp and bra0r4 Refer to ., a • DL PSF DATEr011oatheLatestedttonorSCSI (SVby Corpaent Safety Infarhatlon, by IN and SSCA) for safety— • practices prior to perf.rrwp these rrncatoras Ins -tatters shall provide aenporarr br.cirhp per SCSL i i noted othereae, top chars than have properly attached structural sheet" wd bottaw • $ DL PSF DRWGshallhave . properly attached rdd Gema Locations sM•n for • shall have ud:taned iCS pern•nent wterel testraNt of . ATE a Q O braOp per t sections S3. S7 or SIO, as appllcaale. Appy pates to each face Aoftrussandpositionasshoes .GDve aro on the JNnt Detals, wets noted athar.lu. • O Refer to dra.atgs 16M-2 for staldard pate pasltions. ••• P•••• LL PSF Nene, a WMM of ITV Sudnii Conpnents Group Inc shall rot a respmshale far an dr btlon f O • p AN rrW COMPANY chit era y •• L Oe•• T. LD. PSFeYp, any rature w sed tee truss in conforrwre .lth ANSI/IPI 1. or for hardlip, sh0pap. • 01 i t.U.ten L sweep of trusses. (1 a••sa••••• , FAseedonthisdrasingorcarerpageUsurpthisdresing. Ydcates acceptuce of proressiowl ti/ 1 13723 RIvelpon Dhve eng fts raspor s th aaelY far the a.sbn avow. Tha pet WW and us or this dr.rig //iY,._ /0 DUR. FAC. Sun* 200 far arty stttcore k tie rt+sponselhlY of tha SJWg =q=WW N61/i 1 1 Sect Maryland Heights. MO 63043 for rare mrarn.thon see this pa's general notes p.ge wd these eeb tiles. SPACINGALPINE, .sealpeN(le.conh TPI, ...tpYKtorgh SSCAr asesbCkh"Iryorgh ICC, saeJccsafe.org 06/05/2017 CLR Subst. 10/01/14 BRCLBSUB1014 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed. 15' Mean Height, Partially Enclosed, Exposure C. Kit - 1.00 Or' 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D. Kit a 1.00 Ori 100 nah Wind Soeed. 15' Mean Heloht. Partially Enclosed. Ewoosure D. K2t - 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 1• Brace w A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace x (1) 2x6 'L• Brace • (2) 2x6 'L' Bruce r Group A Group B Group A Group B Group A Group B Group A Group B d USPF Q of HF 111 / 02 4. 3' 7. 7- B'7'8. 1 •10. 3' 10' B' 13. 6• 0' 14' 0• 14' 0' 03 4' I• • 7. 1- B'6'e• 10' la 1' 10. 6' 13. 4• 13• l0• 14' 0' 57- 14' 0' Stud 4' 1- ' 7' 0' B' 6' 8' 10' 17 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' a. 1. StaOn; and SP DFLI 4. 6- 7' 4- 7' e• B' e' 9' 0' la 4' 10' 90 13 8' 14' 0' 14' 0' 14' o' N2 4' 3- 7' 3- 7' 7• 8' 7• B' 11' l0' 3' 10• e' 13. 6' 14' 0' 14' 0' 14' 0' p3 4. 2• 6' 0' (,. 4' 7' 11' 8' 6' to, 2• 10' 7• 12' 5' 13' 4' 14' 0' 14' 0• Stud 4' 2' 6' 0' 1 6. 4• 7. 11' 8' 6' la 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0- 5' 3' 1 5' 7• 7' 0' 7' 6' 9. 6' 10, 2' 11. 0' )1' 10• 14' 0' 14' 0' L_% L L) O SPF L FHl TII / p2 4' 11' B' 4- B' B' 9' 10' 10' 3' 11' B• 12' 2' 14' O' 14' 0' 14' 0' 14' 0' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 03 4' 8' e' 1' 8.8' 9.8• KO' 14.0' Stud 4. 8- 8' 1' 8' 6' 9' B' 11' 7' 12' 1' 14. 0' 14' 0' 14' 0' 14' 0' Standard 4. 8' 6' 11' 7. S. 9' 3- 11' 71 12' 1' 14. 0' 14' 11' 14' 0• 14. 0• S P DFL q1 5' P 8' 5- 8' 9' 9' 11' 11' 10• 12. 4• 14' 0' 14' 0' 14' 0' 14' 0' g2 4' 11' 8. 4- B' B' 9. 10' 11' B• 12' 2• 14' 0• 14' 0' 14. 0' 14' 0' 1l3 4' 9- 7. 4• 7. 9' 9 9' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' D' Stud 4' 9- 7' 4- 7' 9' 9' 9' 11' 8' l2' 1' 14' 0' 14' 0' 14. 0' 14' 0' Standard 4' 8- 6. 5- 6, 10' B' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' C5 Lf X d U O m --i SPF L FHl 111 Jr #2 5' 5- 9' 21 9. 6' 10, 10• 11. 3' 11' e' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' g3 13 ' 1' 9. 0• 9' 4• 10' B' 11. 1- 12' 9' 13' 3' 14' 0' 14' 01 14' 0' 14' 0' Stud 5' P 9' 9- 4' 10' 8' 11' 1' 12' 9' 13. 3' 14. 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 8' 0' B' 6' 10' B' 11' 1' 12' 9'13' 3' 14' 0' 14' 0' 14. 0' 14' 0' P DFL 111 5' e' 9' 3' V B' 10' 11' 11' 4' 13' 0' 13' 6' 14. 0' 14' 0' 14' V 14' 0' p2 5' 5- 9' 2' 9' 6' 10' 10' 11' 3• 12' 11' 13' 5- 14' 0' 14' 0' 14' 0' 14' 0' 03 5' 3'8' S' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4• 14' 0- 14' 0' 14' 0' 14' 0' Stud 5' 3' 8' S' 9' 0' 10' 9' 11' E.12' 10' 13' 4' 14' 0' 14. 0• 14' 0' 14' 0- Standard 5' 1' 7' 5' 7' 11' 9. 111 10' 7• 1 12' 9' 13' 3' 1 14' 0' 1 14. 0' 1 14' 0' 1 14' 0' Connect dagonat atff nkqw^t of vertical web. aynnt wvArMDG_ HAa AMD rELLDW ALL IOIQ d THIS SRAVIIO DVMIAKT r%lisml THIS MAvOC. in ALL CmagAcim INCLUDING THE 06TALLEM able Truss 1. Co.& .trent' care In foeelat• a. handf'y al4s0iro installing aro =CV20 e•r•r to uO lobo. w latest e ttton o1 1CS1 tWdrip Cnpvwn Afety tMorrottorL et' IN and Sid) for lonely to terse frlfs.tlmd IKtaD.rS trhlnerary Ir." CSL Dbgarial brace option practi rs Prlar p.rfornL+r e/ra prvwide Per We. rota otnrrwtae, tap Chord efa0 have pnpeely attach" atr Tr l .tw•thrq 11ro •attar. .baro ATE • r len Rye • properly sttocled Mr.1ppi dy CN t, LacaOVS Shawn for IN nest lateral restraint of avow tta A o •• fn11I .hen have brwcfnp Mstal" per 1CS1 sections /3. 17 or Ilk as "Piltamw. Appty pat" to racy, rare Q I D or arm alt position - Shan am" aro on w .want Drt"S. r*"a rot" etRrslS•. Ibfrr to ofteves halt/ foe t.,ft" plate positlw y • 4 9O% • y • /C Tverticallengthnaybe A seal on Via Ws.wo or cower Pape 0sts,0 Ilia dr.a,, 1neaN.s becepte re or Pwofessbel f 13723 Rrvanpon Drive •r She•raq r..pon.lOt) Lowy nor lir rsttyn .irww ihr oitatray alt .s or tris dMore VVe Saito 200 for bay ste.ro• Ic w r•sporrSftlty o/ trr YWip island P• A16I/7P1 1 Let JU Irrr..tt 11t doubled when diagonal Q''•f_ { HAS 06/05/2017 IB' 11( brace is used, Connect L ttoganot brace for 4500W145* at each end Max b Brace total length Is 14'. ttkE 2x4 OF -L 92 or better dingorwal T - Vertical length Shownbeacej single B. In table above. cuttailL1 tadouble sho N at upper end Connect dagonat atff nkqw^t of vertical web. i Refer to chart above mo ga e v 9Lte h. wvArMDG_ HAa AMD rELLDW ALL IOIQ d THIS SRAVIIO DVMIAKT r%lisml THIS MAvOC. in ALL CmagAcim INCLUDING THE 06TALLEM 0. 3qo i 1. Co.& .trent' care In foeelat• a. handf'y al4s0iro installing aro =CV20 e•r•r to uO lobo. w latest e ttton o1 1CS1 tWdrip Cnpvwn Afety tMorrottorL et' IN and Sid) for lonely to terse frlfs.tlmd IKtaD.rS trhlnerary Ir." CSL l • * *' 7{ i practi rs Prlar p.rfornL+r e/ra prvwide Per We. rota otnrrwtae, tap Chord efa0 have pnpeely attach" atr Tr l .tw•thrq 11ro •attar. .baro ATE • r len Rye • properly sttocled Mr.1ppi dy CN t, LacaOVS Shawn for IN nest lateral restraint of avow tta A o •• fn11I .hen have brwcfnp Mstal" per 1CS1 sections /3. 17 or Ilk as "Piltamw. Appty pat" to racy, rare Q I D or arm alt position - Shan am" aro on w .want Drt"S. r*"a rot" etRrslS•. Ibfrr to ofteves halt/ foe t.,ft" plate positlw y • 4 9O% • y • /CA:pir, a dvitom of ltv Lindna Components Group Inc. Aar l rot be repponsbte for any Orvbtlon t AN (W COMPANY twx draevq, alt ratur• to "d w tails in con orrrnce 6th M6V1 i L or for heno`J e. ShWire. i 16USton L erac ra of "w ao& Or.s`OP••1 Z'7. 7 • K • aw••M aN- Ai9S'ONA A seal on Via Ws.wo or cower Pape 0sts,0 Ilia dr.a,, 1neaN.s becepte re or Pwofessbel f 13723 Rrvanpon Drive •r She•raq r..pon.lOt) Lowy nor lir rsttyn .irww ihr oitatray alt .s or tris dMore VVe Saito 200 for bay ste.ro• Ic w r•sporrSftlty o/ trr YWip island P• A16I/7P1 1 Let JU Irrr..tt 11t Maryland Maphts. MO 63043 roe rare hforPSUM Sre tris jo's perwral rotes ppaas and tR. wee SitesALPINE. .ww.atperitaiami T b saw.tiarmi'oral Stow awwse[Y+ 91 "a .ora, ICO wwwltt-fest' Q''•f_ { HAS 06/05/2017 Bracing Group Species and Grades, Group A: S race -pica -Fir Men -Fir rl 1182 Standard 02 1 Stud 03 Stud 03 Standard Dawwas Fir -Larch Southern pifte a 43 63 Stud Stud Standard1 Standard Group Bt Nen-Fir a1 t Btr a1 Dau as Fle-larch Southern pine rl 02 02 1x4 Braces shalt be SRB (Stress -Rated Boaroi). For 1x4 So. PIM use only Industrial 55 or Industrial 45 Stress -Rated Boords. Group B values PAto used with these ales.11 Gable Truss Detail Notest V'vd Load deflection criterion IS U240. Provide up in connections for 55 plf over contMwo..s bearing (5 psf TC Dead Load). Gable end supports load from 4' V outlookers with 2' o• overhang, or 12' plywood overhang Attach 'L' braces with 10d (0.12('x3.0' Mn) nous. w For (1) 1' brace, space naxs at 2' cc. In 18' end Zones and 4' OX. between TOMS. 06ar (2) 'L' braces space nails at 3• ac. N 18' end Zones and 6' D.C. between ZDAM L• bracing rust be a nirdn un of 60% of web neaber length Gable Vertical Plate Sizes Vertical Le th No kR Less than 4' 0• 1x4 or 2x3 Greater than 4' 0' 3x4 Refer to common truss design for peak. splice. and Mel plates. Refer, to tM Building Designer for carastbns not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GABI4015 DATE 10/01/14 DRWG A14015ENCI01014 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 01 ATTACH SCAB WITH IDd BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' OC. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 0 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BDX/GUN (0128'x30') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN i¢128'x3.0'> NAILS T attachment methods o e Vto GBACK BRIDGING G REQUIREMENTS None re ulred 1 rot tat center of N 2 rots 0 at each 1/3 Points) 3 rots (I at each 1/4 Is) Solce rots at IC acDavits' ow -All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in 'Che stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). SIJ a o ATTACH STRUNGz 1 l TO BOTTOM CFilat aa 2) 010 - 3' e.' ` S • 'Y STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 1 1 ( WARNIWA.. READ AND ra10V ALL HIVES [IN THIS DRAWINrs • LL PSF REF STRONGBACK648 't1PmtTANT•• VANISH THIS DRAWING 711ALL C@ITRA[lmti INCLUDING INCIHC INSTALLERS. L[RS. i • Cusses require r,trunr core In fabricating. handling, shopnp, Instaunp aro urocinD. Refer to an : : DL PSFsoler • 1 • fdlo• the horst porn of BCS( tDWlr om Int Slerty atl pro Don, oy TPI antl acro perpratHc.s afunctions Installers proMer temporary ng per SCSI • 7[ • to pre. thechord DATE 10/01/14 V o top the andratedotner•Ise, top cnorw ilea, nave property otmcnea strrcwrm srxrotnnp and ootton c ; • BCDL PSFlQdfor • DRWG STRBRIBRIO14 C lUl\ vin f 17 small cMnp Locations snotsshellhave . Properly ott.Cnre Prrnonent lateral 1—tr.lnt of% • • per *be sections In J or BID, os opppcoeno Apply paras to each face • 51,11 Y %S nd pas len &S She - of has .mtl pcsnlom .s sh` .beer one on tnr Joint wt.ts, ,miss none a[nrrdse. s O A • LL PSF R•Fer to dr.dnps I6DA-2 for standard plate poAtlans. Alpine, o d—lon of ITW L1.1dr,p C•nponents Group Inc sholt not be eSpbnsible for an Crr,tion from O • i, OjC *. T. LD. PSFANITWCOMPANY 1ued RNalpon Dm• tNs dro:np, only fooure to build the tress n eonfrnane. •lth ANSI/IPI 1, or for nondblp, snppnp, OR Installation L tr.t4q of trusses. 'fjr _•t ••-a`d•_••a A seal on tins dipnsi Imp or corer gape listingdessol this m The, Iatabtes acceptanceof of pear sing p tl.(1rGN OUR. FAC. 1.00engfaranyStresponsibilitytys'" for tme f the swubAtn The sultaPer aro use of this tlra.Ylp yjy/ fy/,tl, G`_ for any structw Is tnr respo ilty of Vlr Wdrp Despner per ANSI/TPI 1 SeelSued200 L40 ndHHeights, rib •,D roe nor. info—tion ser this )ob-s general rotes Pape and tensa •to sites, 1111 SPACINGALP1HE ..nlpnei[a.con; TPI, ....npns[ap: S1CA ....zbcWurtryorpl ICC• •..lccaafeorp It 06/05/2017 Commentary: Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits L/480 (vertical) L/240 (vertical) Truss Type L/D 0.75' (horizontal) Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note: The actua the desliO s WNDIWW READ AND rRLOW ALL oOTES DI THIS DRAWIM aaDWMTANT•• rMdSH THIS DRAWDG TO ALL CONTRACTORS DQUDIIG TIC IS7KLERS. I usses regfre ..I— care in fatrlcatig, handing. hipping. instal" and tracing. R•rer to a v V fMloa the latest poor of SCSI se ftl [ o . ins Safety all peovW by IPI rro SYCA> for soler Unless s prior to perforNrg these f.ecave Instillers dell provide temporary braand per YCSLWKSratedotner.lf•, top Chord challCe neve property attachedfor Str„thral lateral restraint bot ton Cr moll leve l property ll" P., r41d CrWg. LB3. 57 s sMsn for perwolpply pl tteh atI D j ( dell Irve to is" im as per DCSI sere m to D7 or YID, s. applicable.s oAppy peter to eaM fat 1 1 I1\ I I of vuss and ftS 1 D as sown amstandard pl t. the Jdnt Detoss, ursess rated otner•Isr. u v Refer t0 dra•Ygs 16M-2 for starwro pate carillons. AN ITW COMPANYMme. a divisidivisidivisionYdnofITWYurg Colporrnts rrolp Inc. shell net be responsele for any deviation 1 INS a-aeYg, any fal—e to a&d the U ss In conrorn ee with ANSI/TPI L or ler rendng. snpprg. ilstapetlon L bvcig of trusses. A= on the; dresig or cover pace Ustig this aiasig, edlcates acceptance of professbel If. 13723 Rlve"n Dave •nye•rY1D r•spco c101ty solely for it. des4n de.nthe :va.eutlr ane us• of this drasig SWis TDD for any statetare Is the responsib" or the bAkbv Oesber per ANSI/TPI 1 Seel. Maryland Heights, UO M43 for none innovation see this job's gen•rei rotes pace and these sea sites, KPIo6 s kpineltstont 1Pb ••s.tpnst,ory SWA •eosucserstryoM ICG •a•lteufeAM Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load 0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) MATE O cC OR\O d may be considerably less than 5 06/05/2017 REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 RECORD COPY This document has been electronically signed using a Digital Signature. Printed copies without an original signaturemust be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 A H. Florida Engineering Certificate of Authorization Number: 0 27 %/`•.••• EAI''••••:i/ Florida Certificate of Product Approval # FL1999 \.\G rr.•s= •. Page 1 of 1 Document ID:1 VZS408-Z0407,04352 No. 70861 ti Truss Fabricator: Accu -Span Truss Company 1 f Job Identification: 16006-7510 A ELEV. -- 2946 Gipper Cir. (16006-7510 EL01.-2%APAeVE7--0! F'.:.- Truss Count: 31 A r Model Code: Florida Building Code Sth Edition (2014) Q• ( OR%V40PTrussCriteria: TPI-2007(STD) 1C3+ Engineering Software: Alpine Software,Version 15.01. 'ON At Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61G1S-31.003(5a) of the FAC"' Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration Floor - 55.0 PSF 0 1.00 Duration Wind - 139 NPH ASCE 7-10 -Closed V O Notes: ' 'l .,,•-r'','r' 1. Determination as to the suitability of these truss components for the*. k d N tuck 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, Suite 150 on the individual truss component drawing. Orlando FL, 32837 17 3. As shown on attached drawings; the drawing number is preceded by: NCUSR408 Details: 14030EC1-GBLLETIN-BRCLBSUB-14015EC1-RIGINSRT-STRBRIBR- J DING Ref Description Drawin # Date NF pR 1 16411--A01 17097137 04/07/17 5 A ti 2 16412-402 17097121 04/07/17 2 3 16413-403 17097124 04/07/17 9FPAVk 4 16414-404 17097123 04/07/17 S 16415-405 17097122 04/07/17 6 6 16416-406 17097096 04/07/17 1 7 16417--B01 17097120 04/07/17 y4 1 8 16418-402 17097116 04/07/17 1 9 16419--001 17097106 04/07/17 10 16420 --CO2 17097095 04/07/17 11 16421-401 17097119 04/07/17 12 16422-402 17097114 04/07/17 13 16423-401 17097110 04/07/17 14 16424-402 17097111 04/07/17 15 16425-403 17097109 04/07/17 16 16426-404 17097112 04/07/17 17 16427-405 17097097 04/07/17 18 16428-406 17097113 04/07/17 19 16429-407 17097107 04/07/17 0 20 16430-408 17097118 04/07/17 21 16431-409 17097117 04/07/17 V } 22 16432-410 17097115 04/07/17 23 16433-411 17097103 04/07/17( 24 16434-412 17097104 04/07/17' 1.f 25 16435--F13 1709710S 04/07/171 o V 26 16436 --FA 17097108 04/07/17 1 27 16437--EJ7 17097101 04/07/17 28 16438--CJ1 17097100 04/07/17'.. . 29 16439--CJ3 17097099 04/07/17 30 16440 --CJS 17097098 04/07/17 31 16441-4.17 17097102 04/07/17 t• - -- •rr• - •/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. 4X6(R) to 4X4 (A2) = bAb = bAb = 4X4(A2) 7-1(-3 0-4-0 U4- L 15-0-0 ,L 15-0-0 I le 30-0-0 Over 2 Supports R=1310 U=311 W=4" R=1310 U=311 W=4" RL=180/-180 Design Crit: FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 WIYIIIIIIWffraNrb P`M••H:.!iQj°ab 15 FL/ -/5/-/-/R/- Scale=.25"/Ft. trlWfartAlrr WARNINGI •• READ AND FOLIO/ ALL MOPES 011 THIS DRAFINGI FYRNISII TWIS DRAIII/IG 70 ALL COMM&C"ItS INCLIDING ra IMSTALLERs. f a TC LL 20.0 PSF REF 8408-- 16411 w. r.ePlr.. t .r. In f.erlP.elnD, n.ro11nD. fnlPPlnR. •Mt.11„q .•1e er.elnD: R.f.r to .•.e e'1 0. 08 1 ; eM I.t..t --on .1 SCSI (R-11.1no COMm.nt 5 r.ty Inf-1 M. .Y iPl .rw RCA) Per f.cy Pr.ctlt. D 1 O P.rfOr'.lnD tMM fMetlmf. I—I.— .NII ,rte teR.r.ry or—n. "r SCSI IY11— lwtw eaM TC DL 7.0 PSF DATE 04/07/17 DRW HEtU5R4o8 17097137 n O d 1 0 AN Irw ooAAanwY 240DLELeOrImpDF. Suat 150 loP CMM .n.11 nw. ProP.r1Y .[t.CMe .tort [ur.l .Meta l,q ene Mttw CMre .MI1 n.-. • .rZ,ly .tt r1ylO e.11l,q. Lmalmf .roM for P.rMnM[ LbrN r.fVan[ of wM fnf11 .....nein,, IMU11M P• • f4 T O •/ ' Pet q. D7 or 810. es o.Plluefe. Apply PI•uo to e.en r.to or forst .ro PMlum of .now..ewe 00eMJolneD.t.11., rnlM. rotM otMr•I M. R. r.r to towlnD. 16011of Per lineJointPI- ,on pe.i[IeM. AI . el- li of ITV 841101 ti • Plro n1, CwP1. on Crocq I .. .nANS not m ro.Pon.lel. fOr ••r ewl.alm Irm • I f 1-1— ti rw lnI—on f.11ur. t. Bulla tM t uf. In confor.,t. flan ANSI/I I 1, or fof n.rol lnD, w.lpPlnD, l ln.t.11.tlm . er.e l,lD .f fra,». 'cF C'•••••.•••••`''•( r1 rt N1. "—:no .f ..NI P.D. 1 MInD NI. RFMIIID. In01o1RM ..Wt l•• •t Pr.rM.IMI.I MMl—,Inn {7/O/1' G MI."—lblllty M6.ly f r tfw ~I” MgMI. iM wlerlllty MIO w of -1. OrwlnD rer •ny Mr _ 1. /b—t r..pMwle111ty .f tll. *.I I.I q O..Ivv P.r AMSI/7 I / Sw.2. BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF HC -ENG KD/WHK SEQN- 736697 DUR. FAC. 1.25 FROM TH ISPAC I NG 24.0 JREF- 1VZS408 ZO4OdtodD,FL 32837 FL COA 8D 279 For Mr. moor .M anl. Jm D.n.r.1 ro f P.D. •ro tM Me fief. ALPINE.-•-..IP•M lt..ew, TPI e--.w—t-9. Wtu ...f.elrouftrr t-• ICC:.... ef.f..wD illiam FI. Krick Lic. Number 7016 k 'Liv a.v—...v ., « .. -- FI- - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Truss passed check for 20 psf additional bottom chord live load In areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 5X8(R1) /v 3X4 (A1) Es 3114 kA 1 ) 7-1(-3 0-4-0 I 4_b I 15-0-0 I 15-0-0 I LIE 30-0-0 Over 2 Supports R=605 U=154 W=4" R=110 PLF U=25 PLF W=18-4-0 RL=180/-180 IIIIIIWTl.Mp, Note: All Plates Are 2X4 Except As Shown. M H bn+, Design Crit: FBC2014Res/TPI-2007(STD) P`•....... * 11, PLT TYP. Wave FT/RT=O% O% /0 0 15PLT t. FL/ -/5/-/-/R/- Scale=.25"/Ft. WARNINGI •• nuc AND FDua ALL NIMS Gn THIS NwNIGI ; TC LL 20.0 PSF REF R408-- 16412I~A11T•• FURNISH THIS ORANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru•,•, r»..Ir.. a , In r.Nrlc.a l,q. I,Mb11„p. ,nlppine. n <.I11np .n. .rM:1,q. R.r.r a• .,a ell Tpl nu) rer 0.708 1 x TC DL 7.0 PSF DATE 04/07/17 A an• La••< »IeIM or`RGsI`(wllmnp Ce»s.,.n< s•r•q Inror»c1». by .,e ..r•ey Pr.ea< pr1 p.rfer.InD en•» f,ne[IM1•. Inst•11 •r• M•11 prev,» cMo•r•ry er•.1.9 »r IICSI. Unl»> »a» a» chore ,n•11 Mw P,oyrIY •«.enaa ,tr,KwrN •11••an bq .•e »at.. e»re ,nH1 nw• • Pre»r1y . r1Gle .•111"°. Loe•tlM1• .I.e.e far °•`.•,"„` 1•t•r•1 r•>tr•Ina •f .•" ,n•11 n..,..,..Inp 1—.11—'"' RCS iS]. DT sr R10. •, ,ppl,<»I•. Apply pba•. a ••en r•ee M aru•. »„Um •• .new. •Gov SIn< S T O • II BC DL 10.0 PSF DRW HCUSR408 17097121 ALPO a AIp1,w. • •Ir1•.on or In w11e1 q C.p>nt, Cray Ina. ,n•11 n•a e• r•fpM,1e1• re, •ny e•u1•tlon rrM teP w , A*, r BC LL 0.0 PSF HC -ENG KD/WHK er»1,q, rry f•Ilur• is Galla an• true, In .onforu,s• •Mtn ANSI/TPI 1, •r fq n•,wl Irq. •nlppl,q, - c— AN(TWCOMF0.M 1•.a...... —.•,s„Io.r1,—. AA'"\ TOT. LD. 37.0 PSF SEQN- 736744 rl M NI• er»InR M ..w p•D• I1.t 11p "I. of»/,q. ITI.I..t.. Mw•t.11.. N pnr.•.I.rwl .401 n»11 SIO \'At OUR. FAC. 1 . 25 FROM TH1. r..pw,.INl1Ity »I•ly for W e»Ie1 MKM1. TM »I<•Illty — — .f NI..r»Ing far M.y .<sawcw 1• Fv i• 111"I1eI,q D»Ipwf ANSI/TPI 1 S...2. lL.. 24WLde DF. Swat ISD r..pMwlDlllq of — p— PACING 240 ” J REF - 1 VZS408 Z04OdadD.FL 1237 F•• - Inrerua'» `•• L"1f jbb • 9•^•r•1 "•1 1 P'G' """ M,..n.mary.c»cFLCOAADMALPINE .Ipj rl c». TPI: .••,tp n .•,R. rTCA • lee:.... .•r•.erp illiam H. Krick Lic. Number 70 nermnnl 6 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 7bOUb-7blO A LLLV. -- 194b Dipper lair. - AUJ ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense :T3 2x6 SP #2: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC a 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 11.80 ft. factor for dead load is 1.50. from roof edge. 5X6 s 5X6 s 3X4(A1) _ DAD DAO M 3X4(A1) U" - Ir 13-0-0 _I_ 4-0-0 —1— 13-0-0 _1 30-0-0 Over 2 Supports R=1215 U=145 W=4" R=1215 U=145 W=4" RL=160/-160 6-1(-3 0-4-0 H• Design Crit: FBC2014Res/TPI-2007(STD) P ff PLT TYP. Wave FT/RT=096 096 /0 0 15. EEi lo,QTY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. rARN(NGI •• READ AM FOLLGW ALL WTES a TWIS M WINGI TC LL 20.0 PSF REF R408-- 16413INNWAAT•• FWRNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. :• nTr"ss•• r..,,,r. .r. 1.......clnp. n.,dll,p. ,.p,.D. ,s<.Illrp ° .elm. R.r.r <• ••..1I ` 0.708aM11-t< •oltl.n ;rKSI`(R"IldlnD C<MMn< S.4sty Inr.r..<l.n, by TPI rW WTG)'for ufNy prKU< pl TC DL 7.0 PSF DATE 04/07/17 top•r r•r.,,q an•s. r,.,e<1•M. I .... 11.rs •n.11 pro"l.• t•oper.ry br.elq p•r KSI. 1A,1.•s ro •< DRW HCUSR408 17097124p .brd •n•1I n.,.• °"°"" .«.en.d """""' ""' " "° Wca.. aror. " " n.. ' °'°°''y ' rlWl.......D. am.0 on• •row. r•r p•r < 1•tKN r•s<r •Inc of ••°• •nal n•w br•e ln0 IM<•,1•d`p• KS BC DL 10.0 PSF T• eeUem WS, q or 110. .s •ppll—I.. Apply plod.• to .•en r.eo or ern. •ro ;,b—do, .• u.•w• •bo"• oro .In< 0•<.n•. wL.. road .ansa... R.to, <° .r..lnp, IAOA_: for ;a. d.rd pLa. p.a<l.n.. O a pD M plro. • dw WOn or ITW WlldlnD Copan•n • Grog Iro n•II rod °• r••ponsmle for •ny a•ol.uan Ra ti w BC LL 0.0 PSF HC -ENG KD/WHK SEQN- 736728ANFrW00MiIANY w lnp, .ny f•Ilur• b wild — crus• In <abror..n<• .Icn ANSI/III I, or ror n•,CIInG, snl 1 1'sa.Il.c A b1. 9 .r arm•••. `° n'' c•.`••''•• ........ .• A''`\ TOT. LD. 37.0 PSF w1 — NIp.A Il.t lry NI. O-InW. Ill.ld.W ..d.p'a— N MfM.l w,.l .,»In..f 1,N) s•` s/0Ni, DUR FAC. 1.25 FROM THay .n.f ml. b—I,* for Newa I. Y ,. Th. . as. r..p.a blllty .1.1y fdr W MIW. w .. 240DL&UOn Pe Dr,SmIt 150 rsoporslbl l icy •r — W„I1dIng Do.IWrwr p.r ANSI/TPI I S-2. I I NG 24.0 " JREF - 1 VZS408 Z04OrrFL32837F., •.r• Inror-l•n — c... JM's Wror•I ro ..•W .nd w+. wo •Ia.s: tti COAlo M ALPINE: •••..Ip,rol<- <v: TPI: ••..<pin.<..rW. WTu:....be,nd••ary.ad.: ICC: ---• ee..r...rWWilliam H. Krick Lie. Number 70 6ISPAC 16006-7510 A ELEV. -- 2946 Gipper Cir. - A04 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1311" 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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(r/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. MRS loads based on trusses located at least 11.55 ft. from roof edge. 5X6 o 3X4 = 5X6 i6- 3X4 (A1) _ ; JAo = -_ — 3X4 (A1) = 5-10-3 0-4-0 U "4- L "4- 11-0-01100 I 8-0-0 I 11-0-0 _I 30-0-0 Over 2 Supports j R=1215 U=148 W=4" R=1215 U=148 W=4" RL=139/-139 IIIIIIWfrIMgF Design Crit: FBC2014Res/TPI -2007 (STD) ....H;. ALT TYP. Wave FT/RT=096 096 /0 0 15 r. !E QT -/5/-/-/R/- FL/ -/5/-/-/R/- Scale=.25"/Ft. WARNINGI'• MEAD AM FOiLON ALL Nmrs 00 Ills tNwINGI TC LL 20.0 PSF REF R408-- 16414 Rtrt•• FURNISH THIS DRANING To ALL CONTRACTORS INCLUDING THE INSTALLMS. fru,x. ,p.,r.. < r In r..rle.a„q. n.,bllnG. ..l ppl,q. In a.11.,q •,r. • .it- N.r., a. — .I1 0.708 1 ; TC DL 7.0 PSF DATE 04/07/17 c. .....a blGlen .1 SCSIe( Wllel no Co e,rn< S•My Inr.,u 1l by FPI .ne VICA rel 1•r1a>r or •eels Prl ae P., rer.'.p n..,• ruca•m Iroca l•r• •nal prwle• a•eplr•rr •r•e,ne per OCSI. IA+11•• roc•e ec ae, a»r. ~. n.» p,e r1 .«.e .. a, ia•,.N . »anl q w ..aae. eN e,..na l n... • reP.rly .a< - BC DL 10.0 PSF DRW HCUSR408 17097123rlplac•ul,q. L«+ales+ am rer P.r.w.c 1•a•r•N r•.vInc 1r ••b+ +n•n n•w pr.elnp Ime.nw H TICS w.• 2. or er no. •• ^;N,l 1.1.. APplf PIa ce -- r or c,.w• — p••le,on N +ne.. •.ov S T 0 Q G IL—L D aMD.I. : r eN .,.1.•. N.r.r ae er..l q, ,eoA-: rer •c. ere PN •c• Pe.l<1•M. (Fr BC LL 0.0 PSF HC -ENG KD/WHK Alp:—. • wen or 11• WualnG Corp•.wn<, Gro.q Ine. +n•n roc N» r•.pon•Isle rer —1 e..,,•uon rre. •• I er•.I.9. .ey r.i= ce e•Ile aN» < e., In eenrerun -1- ANSI.TPI ,.., rer n.,ellnp. MIWIng. ,off •. , .. •••eTOT. LD. 37.0 PSF SEQN- 736721 AN fPW WAAWWY ,naala,•n a 1r•e,ne or trw+e, •• ,% w1 on eN1. er..lrq .r pMf MW Il.tllq VN. erwlry. Inalepu• .teept.,r. er pr.fw.Iep.l-*I.Mrlrq p A1 r f p... ulllw ..las rer sr. e..In NNo... The •„Ie+ll sty w r• or t^I. Crabine for ay .s.<ocur• 1. DUR. FAC. 1.25 FROM TH 2400 Lite Onore Dr. Suite 150 .. p ula la., •e — p.11d: q D••Iv— r•• ANSI/TPI , Ss Z. Oam11D.FL 32537 Fer ,. lnrer..alen ,.• <nl• ,ee•, O.N»,•1 n• • P1G1 +•• s ”" " ;•' PACING 24.0" J REF - 1 VZS408_ZO4 ALPINE:....Ip.na<..ee.: TPI • .•1.".na —q. NfCA......el a e<r .e mc: «,•r..ery illiam H. Krick Lie. Number 70 61S 16006-7510 A ELEV. -- 2946 Gipper Cir. - A05 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP N3 Lumber value set "1311" 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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 4X6(R) % 3X4 = 4X6 (R) III 3X4 (A1) a bAtl M bAts lai 3X4 (A1) _ 1" 4 U I_ 9-0-012-0-0 J— 9-0- 0ie _ I 30-0-0 Over 2 Supports R=1215 U=287 W=4" R=1215 U=287 W=4" RL=119/-119 4-1(-3 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=O% O% /0 0 15 r p.H; Ar le" 6 a TY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. rARNINGI" READ AM FOLLOP ALLNOTES a MI5 DRAPINGI IW*ffTANT•• FURNISH THIS DRAPING TO ALL CONTRACTORS INCLUDING TML INSTALLERS. r xI TC LL 20.0 PSF REF R408-- 16415 Trw». repplr• . aa.r. .n I.p....tlnD, nrbl.nD. »Ippinp, .—,.I Sim --0. ..0. R.r•r is •11 tM b<Mt »ItlOn of`RCSI(Re1Ipb.D eOpl.nt S•f.ty InrO tl.n. &yr I -N nu) for ..ret, pr.Ot1c 0. 1 08 TC DL 7.0 PSF DATE 04/07/17 w 12 a Lpp 11 11 AN 13'W COMIMNY O p•.fOr+.nP U.•N f...ttlpw. IMUII.r. fp.11 P.w.b t,." p _' p•r PCs'. Unl... Mt.O O tap cp•r. •NII n•.• M.Mrlf .tt.CIM .a r.,t<•r.l .Ir.tpinD .,W porta• cher. .MI l n•r• • Pr.prly Iple e.11lnp. L«al..Le... fM p•rYa..a INHN r•ar. nt oI ..p• ».11 Iwo• pr»Irq Inft•1Lp" PCs . NeU.ns q, s1 or PID. •..pplleYle. Apply pl.t.. t• •.Cp,f.e. of tr0•s .ro peu tion . R.I., t. d.••Inp. IAOA-T r.r .<.Ibre Pla. p. itlm. S T O AIPI». • alv...m •r ITS Ruu elnDrCY en.nt. GrgP Ina. ».11 not A raefpos.pl• r•r .ny ew..<I.n rr InD. •nr aM a O.. In.OMorY,.C. . I.h MSI/IPI I r fx L. .V. •plppinR. ,t•. V wt.11.t.On A pr.a.np of tr...».. i• ...•,,...••• G\ BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF DRW HCUSR408 17097122 HC -ENG KD/WHK SEQN- 736717 24MLikeOrtpDr.Suite150 M YII• .rblllp N op••r .M Il.ti.9 NI• Nr—I a. IMI.— b..PtMO. Of PnM.11Nw1 .r*1lMwflp Ts wlt.plllty .1.11.. K Y.I. Rr—.- — my .Ira — I• lNlllq •f YI• 8.1 ding D—IW— "r ANSI/TPI I S—.[. r CCCNNNSDyOUR.FAC. MIM 1.25 FROM TH 6 fSPAC I NG 24.0" JREF- 1VZS408 ZO4Orlando. FL 32837 FLCOA00279 ror ter. Inr• tl» .» tnl, ji p'* P.»r.l ro . p.y .na tn. ..p .ic ALPINE- ....Ip.n..<. <ae: TPI: .••.tp.n.t.ara. Pru •.•.Y,a..le.,.try a-. ICC ... a.•f• .rP Illiam H. Krick Lip. Number 70 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper Vir. - Aub Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 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 0 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X4 S 2.25 21] W3X4 S 2.25 6X6 = 3X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 236.97 Ib Conc. Load at 7.04,22.96 TC- 169.13 Ib Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 BC- 457.68 Ib Conc. Load at 7.04,22.96 BC- 126.68 Ib Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 6X6 = 3X10(A5R) • 3X10(A5R) I" 4_b 1"4- I 7-0-0 I 16-0-0 1 7-0-0 _I Lie 30-0-0 Over 2 Supports _ I R=2643 U=671 W=4" R=2643 U=671 W=4" 3-10-3 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=O% O% /0 0 15.0 PMeeH. q. QTY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. r ^ e a 11 1"I,O 2 11111= III'LIYY J 111 AN IIW CD 24OUL8t0»n9ept,$YIit150 0111DaP.FL =37 FL COA cum WARNINGI•• IIEAD AM FOLLON ALL NOES a THIS DRANIMG, V, TC INF'ppIAIIT•• FURNISH THIS pRApING TO ALL CpH1AAtTINUI INCLUDING THE INSTALLERS. •• tre,w. r.velr...arr t . 1n r•erle.tl q. MMIInp. 1o1pp1n0. Irot.111np . e MM1 p: R.r.r t. *I1 O.708 i{ tM bt.a "I.._ er 5CSI (pulling CeNNwlent Sr.., Inrorwtlw. .y 7PI um /ICA) I-r.ty prlTtle prl e p.rf0'.,,,g tn... funetlele Intel IM. •n111 p,o t..per•ry -no per &CSI W1111 - It , aep cnor* •^•" "'~ properly •tI-- etr.`t..r.` --..g .,.* wttw .- m•.; el Mo. 1 w.perly • rlpl0 eel. 31M. Leeetl.n. f1Kw. ror plreWnnt 1..r 1 tr.l I UDM 1n.11 .'.clop In.t11110" RLS l - wtlen. pi, p7 or 010. 1s 1pp11<•el.. Apply PI.- to .eon f1e. or tru.f •M po.Itlon .• .11ew1 1.e.a C S T O M -In, Ga.IL. .n1..* netN etMr H.. R.r.r to *,•clop. ,.OA.Z ror a.,.e.re p111. ppsltlen• • A1p1n.. • elvls.on pr In ponding LoddInd l croup Inc. •n1u rqt ea relpentlele rer ..y, e.v11 IIn Ir °ee /t' • erw lop. .ny r.11ur. to Wlle tM trot, In eanforwme a[H ANSI/TPI ,. or rer MMII„p. ,Hlpping. ,C••e1 . • 1 e•_\ vmMAkW [n.t1l11um • .-.9 .r . ..e•P• G cell M NI• *fwlM M *UDM p.p. IIK111g tl11e M.elrO, In*1*1te1 e°e*/tI10. of pMM11M111 Mg1AMrinp SS/pNAVwpnaalltywlelywa. aw101 elw1. TI1. wltlallty w of tA11 bw1A w Ala et,tstl.. 11 reeM lplllty M tHN 0.1 ding D-19- Per AKITI 1 Sw.l. e t^-•1-•• •"•'° F*, wr. Inrer III .w tnl• Je.•e 9.1.•11 ro •• P•W24.0 ALPINE: ... 11p.M It..cv, t 1: .cc.tplwt.Mg: IFICA: ......clna,,,try.cos: Icc: cce o.ro.M9 illiam H. Krick Lic. Number 70 LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 16416 DATE 04/07/17 DRW HCUSR408 17097096 HC -ENG KD/WHK SEQN- 736710 DUR. FAC. 1.25 FROM TH 61SPACING " JREF- 1 VZS408 - Z04 16006-7510 A ELLV. -- ZV46 Dipper lair. - 1501 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP q3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 8 GBLLETIN1014 for gable wind bracing requirements. Gn9 (H I f = Gn'7 %n 1 / = L* 1-4-0->J 4 1-4-0->J 1_ 6-0-0 -A— 6-0-0 J 12-0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 RL= -7 PLF 3-4-3 20-4-0 TT +/- 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD)\P!!..H; ,4 PLT TMP. Wave FT/RT=O% 0% /0 0 15 d -QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGR•• READ AM FOLLOO ALL NOTES ON THIS wWRNGI ;• . TC LL 20.0 PSF REF R408-- 16417Ii0/fAMf•• FURNI SM THISNODRAIIITO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru.Y• r•Nulr• o a In I.•rle.t RAID, n•rollrq, •nl alnG, I .Illno — -Ing. R.I.r a• •11 • 0'08 Lan. 1.a..a -tum .1 SCSI`(M,LIoIno E o,I•llt S•r•tr Inror••tl•o. by IPI •m nal to, ••rely r•<tlt WI x TC DL 7.0 PSF DATE 04/07/17 bottoming I,— rvctl•n.. IMt•11•r. .n•11 pro oo t•yr•rr Nr•< •r SCSI. Unl•.. M of 1 N .-t• •n•11 n• • rowrl ott.< n•• •ar <t rel •n.•; ..9 •otlo< •n•» • road, .1. BC DL 10.0 PSF DRW HCUSR408 17097120rIDI• &L g. Lo<.0 ror •rdotont l.a•r•1 otr.lnt r a 11 n• Dr• m I..twWGCS i In DT .r no, .• .rro u<.•1o. A Ir 1.ao. a .•<II r•<o or a •..... ...Coen .•ore a n ;h.`elnt o:t.Il.. ,I•a.N Nan.r.I... R.r.r aN Nr..l", INGA_1 fo:':a:IN•rN °1•a.,o.ltlNn.. S T O ; Q BC LL 0.0 PSF HC -ENG KD/WHKALFDO • N, l•lon or ITd wl1NI G Cbd o w • Oro.o Ine. .n•11 rot N• •.ps •1e1• ror . y No l•alo r Nr—• . •,y, r ...... to ewlla an• t ..• In <onror•.ne• .Ran ANSI/IPI 1. or ror n.nN q •nlppinp. • + °.•° AN rrw coMIMNY l,Ifa.1l.tlwl..r.<„g.. ••..I,...•• TOT.LD. 37.0 PSF SEQN- 736731 MI •n NI• Nral or over MD• IIKInG NI• NrNNI ^ ' r••aI•INllly —1.1~M t N••I Ulan. TTr wlt•.'1911 IINIIN•{•• of " is11N• or efor si” steers lfs y '"`""°"""' DUR.FAC. 1.25 FROM TH 240D Ltle OTtn e Dr, Rau: 130 r•11•INIIIy •r sn. WIIding Dal r wr Allslml T 5•e.i. 1 OdWAID,FL 32837 For • 1nro,..alon .« anl. job'. 9-r.I ro . P.D. •nN an• ••o .It•. n rn• d1'ITt ALINE: .w.•Ip.nat. <. TPI: a..tpina.wG. Irla ....,•<„IN".arr <o.: ICC: •••.I«.•'• 9 illiam H. Krick Lic. Number 70 6FSPAC I NG 24.0 JREF- 1VZS408_Z04 t - -- •rr=• - / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP apt Dense Bot chord 2x4 SP apt Dense Webs 2x4 SP #3 Lumber value set ••1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.85 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. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) m 2X4(A1) = 1-4-0->) 4 1-4-0--j I_ 6-0-0 _ L 6-0-0 _1 12-0-0 Over 2 Supports id R=534 U=122 W=4•• R=534 U=122 W=4•• RL=89/-89 3-4-3 20-4-0 TT +/- 0-8-0 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD)M H, PLT TYP. Wave FT/RT=096 096 /0 0 15 QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. UMNING" READ AID FOua ALL NOTES a THIS OWING IIiO/TAWT'• FURNISH THIS OWING TO ALL CONTRACTORS INCLI IIIG TME INSTALLERS. Trw—. rp.lr. • a 1n r-r1e•t,np, st-11,,.. MI-,np. ,n ..... p Nr— M. "I., to f.s l an, bua .Olden .1 SCSle( w11•Inp rcmint S•I.ty Inf.r—tl—. N> TPI — WTCA) fw ..r.ty Pr -t1 Pr1 f %. d eREF o0, I)O TC LL TC DL 20.0 PSF 7.0 PSF R408-- 16418 DATE 04/07/17 f1 11 Oa II'' l AN ITW COMPANY 24WLILe OMWDr.,SW1t I3O QILdO•FL 223)7 FLCOA10278 te-rf.rrinp ter.. h„c — on......r. -.11 P-_ teop.r.ry .r— 9 p.r scsl WI... not- o C—0M•11 nw, pro -11y St— .art<t r.l .n.etnln..n• -ate. mora sn•11 n•r, • pro-rly 1. r1s10 CNllnp.fM.n`r.r ,o—s, —or.1 r rant It wes ,n.11 n w .roelr,. In— Isle` lbs O2, sI or 010. .. •pp11e—b. Apply phos, to men lot. .1 troy .n• pwl— .. ,nerl wew lM`J.In< Do<•11,, —.—e ,rt.• ot!-rel.. R.f.r to arwlops /FOA -2 r.r et—ro Plot, posltlens. A.p1n.. . 01"l..en .f IT& w11ClnR Cgyp,.nt. Gr.. Int. -.11 not N. r ,perN1N1. rN .ny oov.al.n rr w lnp, rly f,ll.r. to N.11• aM A Proo-9 or t ... . 1n tenrorY,lt. . Iti, ANSI/IPI 1, or for nr,•I&M. MlppingMt.11.t.en tr,=.... ... t111O 1..-Pl .11 ofoIII-f lr01 .n NIP 4—InO w — p.R. II.1J1 ry. 1.O1— e.Pgt•Itl. of pMfpe•rl. Issq—INll sty —1.11 for tll..ple. olNwl. Thr—Itr1I1w .te — of NIe —1p for .rV etnst,rr. le r.epeMlNll Ity of — s„II•Ins DNNIV r p.r ANSI/TPI 1 S—.2. fer .er. Inror— I— ,., tole Joe•s O.n.r•l no... p... ono aM .ee ,los ALPINE: w...1P,M,-P. TPI:st.!%rR, 117CA ...-ln...try.— ICC: ow. ts•Iii-9 I\ S j f\ CS/ . .....'`C ti/ vt I illiam H. Krick Lic. Number 70 BC DL BC LL TOT . LD . 10.0 PSF 0.0 PSF 37.0 PSF DRW HCUSR40B 17097116 HC -ENG KD/WHK SEQN- 736734 OUR. FAC. 1.25 FROM TH 6FSPACING 24.0" JREF- 1VZS408 ZO4 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper lair. - GUI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP A3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 =- THIS DIG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. ZA4(A1) = r-A-tkr%I) = 1-4-0-1-J1-4-0-1-J 4 1-4-0->J I_ 6-0-0 I 6-0-0 _1 I NE 12-0-0 Over Continuous Support 11=88 PLF U=11 PLF W=12-0-0 RL=5/-5 PLF PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096 096 /0 0 15 H . TY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. O WARNING I " READ AND FOLLOR ALL NOTES ON THIS ORANINGI 1 % TICTOALLCONTRACTIMINCLUDINGTHEINSTALLE. 11 ORTANT'• FURNISH THIS DNANINSTALLERS Tran... r.e...r. • t .r. In rarle.t.npe n.n.11nq. >",po.no..n t....,.p ..e ar.t.np R.r.r to reel 0.708 1tn. I.ba .Olt.—.1 IICSlt( Wllelnp Ct e,..,. S.r•ty Inferralen, Uy T 1 — NTCA) rx .rap pr.etl prl x e p•rrom-0 t r...Ca. Ina—Il.n..l p,e as taaperary .rae.n0 par IMMO. Utl•.f rota atappen•re M.11 M praparly atac— . rN . ..1 .p ane a a e.'.^er- .^..11 ..a,.• . prep•rly . N _ r 101. •111np. Lee.tla. .Icon far p•ra. vunty l.t.—I atr.l nt ortaa. 11 Inp 1—t.11• et 5 tt..n. SS. RT or R10. .. Appl leale Apply plata a aaee rate It aru. ane p•..t,.n .. 0n ..•v Da..I,. .a.I... ,eta .tn.—.a. Rar•r to .r.alnp, IGOA•: for a.ne.r. plat• paaltlen.. S T O ; TC LL TC DL BC DL BC LL 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF REF R408-- 16419 DATE 04/07/17 DRW HCUSR408 17097106 HC -ENG KD/WHK AN ITW COMPANY 11... 2400LAe Ottl pDr, Suite 130 Orltudo.FL =31 FL COA 10276 Alp:—. ..w b.an sf liN W,le.,q CoAa..nb wap Int. •n.11 ,.a a rapam..I• rer any avutlon Ir r_am I..= t. Tolle tn• t as .n tenrora.,.e• •Mtn ANSI/T/ ,. or for n.nal l,q, .nlppinp. t .r — A erat.,y •r Tran.•.. aa1 .n "1. Tramp or aY.f pap IIKIA NI• arall.p, Ineleata aeeapsl of prsfaalaal MpIpMr1A r..p..lalllty NNI•ly rar tna sa1Rn allaan. Th. ..ItaNlIIt, ane w of H.1. ara1..0 far pry at/tctW 1• rape•101112, •f tn. Wllelrq Dal/.•r par AASI/TPI T Sa.2. per—.'^ror..tla..a L... Jab'. G•n•r.. no.' P.O..^° an. "" ""' AL INE' w...I P,n..a. tea: TPI- ..•.ta.n.t.ar0. NTCA• --- .•tubu y.t ICC ..f•.orp 4` A ' f,_ •' a AC '+., f C "•• V lQ AI AL EN t l E{" 1 illiam H. Krick Lic. Number 70 TOT . LD . 37.0 PSF SEAN — 7 36740 DUR .FAC . 1.25 FROM TH PACING 24.0" 6IS JREF— 1VZS408 Z04 04/07/2017 1bU0b-1b1U A LLLV. -- 194b tripper Lir. - GUL lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 4X4 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) =_ 2X4(A1) 1- 1-4-0->j L-- 1-4-0-31J L 6-0-0 — 6-0-0 J ile 12-0-0 Over 2 Supports R=530 U=66 W=8" R=530 U=66 W=8" RL=64/-64 04/07/2017 H• __. rf,' Design Crit: FBC2014Res/TPI -2007 ( STD) PLT TYP. Wave FT/RT=096 096 /0(0) 15 TY:2 FL/ -/5/-/-/R/- Scale=.5••/Ft. VARNINGI•• WAD AND FOLLON ALL IMES ON THIS DAADIIIG •• S. IWVUAMT•• FIRM ISH THIS awING TO ALL CONTRACTOIIS INCLUDING rNE INSTALLERS.: : " TC LL 20.0 PSF REF R408-- 16420 In np Crwrla. al,ge .—IlSlf*ty „p. . hl".. D. 1n.abyIPI1I..D .,.• .r.al„p A.r.r to fall aM base •elelan or KSI (Aullal.ap•n.n Inforuelon, a /ICA) for araay P-1 Prl 0 708 1 TC DL 7 .0 PSF DATE 04/07/17 a> p•rf•r.lnp tMfa rurot,en.. I.... lar, ,n.11 prw,w t•s;erary b1-9 par SCSI. Unl.,, ro<w at ep eroro ,Fan nw. prewrlr •«.<n.e ,araewral sn•a'e'^D ane .ease. eMr. ,Ml l naw a rr.p.rly w+` rlpla <•u 1np. Lae.uens ,nape Ter yr.•e.e< I.— 1 • araln< or a.ea n... .....r.e ln0 I.-.-Sts BC DL 10.0 PSF DRW HCUSR408 17097095 ws S). ST r DcO. •> .w 11<wl•. Apply pl.aa, of e.en f.c• of aru>, au. e p.>.a.on •> ,1..•n aeo.a ln• Je Int D•bI l., bo U.. DM•r IAOA•2 Ter S T Oa n roa•e eaMra a. wl,gs •aro e p1aP M.I<Iw,. BC LL 0.0 PSF HC -ENG KD/WHKAlplro. w1Hen er ITTI Dulleblp Coapero Gre1q Ina. .Mll rot w r..p•ns,.l• 1— any •w l.t— rrO winp, any r.11w• a ..I.. tM crus• In <•nfor.rc..Ian ANSI/TPI /, r fw nulel Inp. Nlpp lop, a. A ti tANeWCIMMIUMI—M..t,ro . er s,np .r ar.•... t` se. o•.0 1,• TOT. LD. 37.0 PSF SEQN- 736737 N1 an NI. arwlq .r .a.•r pe" 1In11g NI. trwlry, Inel.a<a. .O..LI1.. N prer...I.n.l .rylll..r 1p p..lel l lv ..I.ly r.r N. _._ .laA•1. TM wlsrl l lq _ _ _ NI. 4w1A Fpr >11y .era.xsw I. S"" DUR 1.25 FROM TH 240DLALeDrop Dr. Swu 150 ra p lelllq N w WINInO Drlprrr r•r ANSI TI T S".2. rL 1 FAC . I NG 24.0" JREF- 1VZS408 ZO4011LIda.FL )21)7 For •w• lnf•reatlen •w rola Jae pa—r6l ro s pap. .a alrs• ..e altw orFLCOA80271ALPINE: w•..1r,rolt..aw: TPI: •.a.tpin., D: VTCA: --try.— ICC ... ...r..arD illiam H. Krick Lic. Number 70 6ISPAC 04/07/2017 16006-7510 A ELEV. -- Z946 Gipper Cir. - FGl ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 82 Dense Bot chord 2x6 SP SS Webs 2x4 SP X3 W2, W4, W12, W14 2x4 SP d2 Dense: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.86 BC- From 5 plf at 0.00 to 5 plf at 16.86 BC- 913.00 Ib Cone. Load at 1.27, 3.27, 5.27, 7.27 9.27,11,27,13.27,15.27 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. THIS DWT; PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 COMPLETE TRUSSES REQUIRED l Nail Schedule:0.128"0", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows • 5.50" o.c. (Each Row) Webs : 1 Row * 4" o.c. Repeat nailing as each layer Is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 20 gage metal shim required between chord ends to distribute axial forces at joint. See DRWG RIGINSRT1014 for more information. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W4X4 2.75 R 1.25 4 W3X6 2.00 R 1.25 5 W3X6 2.00 L 1.25 19 W4X6 2.50 L 2.00 201 W3X6 2.00 R 1.25 211 W3X6 2.25 L 1.25 22) W4X4 1.25 R 1.25 4X4[22] 4X4[1] - 3X6[5] M 2X4 01 3X4 =_ 5X6 .s.) - 3X4 =_ 2X4 01 3X6[20] 1-4 0 1-4 0 10-0-0 3X6[4] a 8X8 2X4 111 3X8 = 2X4 01 4X6[19] 3X6[21] 3X4 01 2X4 01 ile 16-10-6 Over 2 Supports Bee I R=4186 W=8" R=4046 W=4.875" 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD) J1 PLT TYP. Wave FT/RT=096 096 /0 0 15 t '•O / QTY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. WARNINGI •• IaAg AID FOuOg ALL MOTES a MIS ORA IIIGI i, IWMfANT•• FNRNISII THIS OUNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f '. Tref••• rpe,r• • l r ,n fAbr ,<•tl„g, n•Ml,ng, •n,Pping, ,n t•Il,np ./r s r „,g. R•r•r a. 0111 air Lasa rla,m arrK'_SI`(2,2enp r i, s.r•ty inr•r..um, by'TPI .,r WTCA)rror ..r•ty pr•<t, . 1 0. 08 1 x TC LL TC DL 40. 0 PSF 10.0 PSF REF R408-- 16421 DATE 04/07/17 o p•rrorf,nR [n•f• h.,<c,er,s. IMC•11 •rf In•II prey,.• a..p.r•ry .r.<,ng per SCSI. Unless ,rt•. ot r DRW NCUSR408 17097119 1nItId FE AN IrW aoMPAM 2400 LAt OnW Dr. Sww ISO tep <Irr..M 11 neve proprly •et•tlr. •erecter •1 -h ng •n. bo[ <noro .n•11 new • properly N r,g,.<:,,n9 e,•nf .I.p.,. r.r p.r.•n•na l.<M.l r..<r.,n<.r ..b, r•<,ng In•..lIM p,, e< 37 or BID, •f .ppl,e•bl• Apply plu• to I,— r•<• or trots •n. $HHitlon .f aver, eM<J•Int D•c•,1•. enl•.. nea•e .tMlvis•. R•r.r a• are., s I.OA•Z I., .a. IK• pwlalerr. Alp, - J" . m..,s.en or In Rw,mng ee.,,.n . Grow I„e. M•n rot b• r fp•m,bla for ••r ae,,,•um rrerwing. .ny f•Ilur• t• .elle l tress 1n <enforYn<• .1tn ANSI/1PI 1. or for n•nel Ing, .nlpp,np, rt.l l.t,•n .bre„ .r ere,•.,. wl M till. b-ing .I ..y.r p.p. I I.tlly Me. Nr IA. 1rsel..toie .we eit pr.tM.1 .1 .ry lns.r lry rlrparlbl 61" M1.ly rK w -10. rwwl. Thr -1=11 l.y .c. ,r..r MI. --,A r.r a .tst,N. rwpsrlbil.ty of ur r0-19-,ll.in0-19-pv ANSI/V6 T S-.2. s T 0 o ...... •..-1,, •' r.' I. sytA- J- BC DL BC LL TOT. LD. 5.0 PSF 0. 0 PSF 55.0 PSF HC -ENG SCN/WHK SEQN- 742655 DUR .FAC . 1.00 FROM TH 6PPAC I NG 24.0 JREF- 1VZS408 ZO4OIIudD,FL 32637 FLCOA40278 For c Inror..— •« an,. Job'. 9u.•r•1 ro . pope .ne M -b.It•. ALPINE, ...,•Ip,n•lt.,to., Me --- tp,nst erg: U1CA - -'.p<.^.e,try•<•-• 1«: ---•I ....... rg illiam H. Krick Lic. Number 70 04/07/2017 15005-7510 A ELEV. -- ZU46 Dipper Gir. - vbz ) Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Bot chord 2x6 SP SS Webs 2x4 SP M3 :W2, W12 2x4 SP W2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 13.27 BC- From 5 plf at 0.00 to 5 plf at 13.27 BC- 817.90 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 10.15,12.15 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 2.00 L 1.25 4 W3X6 2.00 R 1.25 51 W3X6 4.75 R 1.25 6 W3X6 1.25 R 1.25 11 W3X6 1.75 L 1.25 12 W3X6 1.75 R 1.25 131 W3X6 1.75 L 1.25 14) W4X6 S 1.25 3X6[1] _ 3X6[5] = 3X4 =_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS NFO. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 0 3.25" o.c. Webs : 1 Row • 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 pl 3X4 3X6[12] m 4X6[14] _ NEWS. l 1 1 I m 1:jmi IN 3X4 III 3X4 III 13-3-4 Over 2 Supports R=2630 W=7.25" R=3007 W=6" 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD) 1 H•M'r PLT TYP. Wave FT/RT=O% O% /0 0 15 0 / NQTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGI'• NEM AM FOLL01 ALL 110115 ON THIS ORMIT61 7 TC LL 40.0 PSF REF R408-- 16422IWWTAMT-- FURNI SN THIS GRMING TO ALL a WTRACTORS INCLUDING THE INSTALLERS. ' T- rlealnp` ...11.,. •hlppl q. n,aall y . w er.elnp. R.r.r <. fell I.u•a •dl[l en sf'RCSI (6.11011, Ce.o•11•n S fecy InfK Ien, ny TPI .11e WICA) for .f, pr•ec1 . prl r 0• 08 1 TC DL 1 0.0 PSF DATE 04/07/17 a0 p•rfK•Inp we. flnetl•m I...-... •11.11 provlw [•.pr•ry --9 p.r SCSI. Unl.fe n•c•e o r.lsttep -4 •h... h prap•rly .1L -we .11-L r.. ....1116 •11e .•<av even •MII 11•v . PraprlyIefa.l l•e BC DL 5.0 PSF DRW HCUSR408 17097114HG...1.1.9. L« 1- elven r.r p.r.wl•nt bUra r r.Int N ...f foal h w er.Cln6 e[lane q. 6T or tlo. .e .pplletlle App1Y N.<.• ee e eh f.ce of cru•• .m pa won .f Nis• S T O d O h. Ae1n< o.<a1.. 111... 1»<w e<h.r.1... R.rK <• K..1nN• ,ROA.: fer .a.ne.re pl.<. p•aalm` Alpllr, ir BC LL 0.0 PSF HC -ENG SCN/WHK 1 D elvl•lon or 11. 11- p Cnyen•na• Croup Ine. fn.11 •ra w r.•pen•lel. rer .•ly e.v on fr Inp, •••y fa lur. c• wile aM cru•f In C.nfwe.n<..1<h NISI/TPI 1, .r fpr h_11l p, fhlppinp. A iS• Ah_ AN NWCOAARA.NY Lien A er.e111G .f .r .f a 1 O' e••••••••• s'S/ TOT. LD. 55.0 PSF SEQN- 742658 vel -XI.,K 1118 K paM.r py Ilat ll» NI. Rrt.IM, 11161e.1•. .00IWt w• N f.fw.l•w.l •p 111MI1 Th. N-lbq Mbly rK w MIP Nm. TM WICENI l lly .Ir w N NI• K•.Ilq fK .ro .Vlstw 1. V DUR 1.00 FROM TH lam... 240D LAC Omp DT., Smit 150 re•pw INI l I., •f w &.IIIIn6 Orlgl•r "r 1 Se.2. 1 FAC . S-CPAC 1 NG 24.0" JREF- 1VZS408 Z04Cdw&FL 32101 r -r• '1!••..11.1 •« `"'°"'f 6.n.r•1 "• •',P••• '"" ""'• .•" ""' FLCOAA27fl ALPINE. w..Ip•n.lc.. : nl: .w. pin•1.K6: WTCA: .w IWu y.co.: ICC ur. a-'6 illiam H. Krick Lic. Number 7U 6M 04/07/2017 16006-7510 A LLLV. -- Z946 Dipper Uir. - rU1 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP A2 Dense Webs 4x2 SP H3 Lumber value set "1311" 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. 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. 3X4 0-8-0 1 T I 'a k I%) = 1X3(R) 3X4 =_ THIS DmG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 - W=3X4 _ 3X4 = R=330 W=7.25" 1X3(R) 0-8-0 1 140 T10-0-0 1X3(R) _ 29-10-8 Over 2 Supports 311 R=123 PLF W=23-11-0 Note: All Plates Are 1X3 Except As Shown. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096 096 /0 0 15 TC DL mARNINGI •• REM AND FOLIA ALL NWTES ON THIS DRAIIINGI PSF IW0ffAIrT•• FURNISH THIS DRA61NG TO ALL tWrR CTORS INCLUDING THE INSTALLERS. BC DL Truf•.a raeulro • ar Car• In f.Drle•tlnp, nrbllnp, anlp0lnd. ,n tallln0 Drag ,n6• Rafar to PSF tM bgst Belt len Of 6051 (wllalno Co M,Mlt safety Infor••tlon, Dy 7 1 — RCA) /ef »rat) Praetl BC LL e p•rforOln6 aM» fu.ttlap. Il,ful lars •n.11 PaOIM te.psr•ry D •e,.6 par KSI. 11,1». net•e eto PSF mord M.11 n • Prop.rll, stt-- • r•1 sMa- nR ane Dene. mere sn.11 dare • proporly r^111 O r191a oolllnp. Lot—aps flan for P•rsanontal •tar •1 r r.lnt of s fn.11 n w DraoIn6 Inft. 11edt a S. 87 or 610, as applleadl Apply post•. to ••en fate or trots poo.t.on as aMw, tnetJe lnt D•..I... un lose noRorer to era•Ind• 160A•Z for standard Plate Pealalens. 111 AN RW 00MRAN11 2400 Like Only. Dr.SwitW OrlmdD,FL 32837 FLCOA10271 Mpl m. • mru.en or 176 wumn0 Capw,ents Gre.q Ind. on... rot » raspms. elo for any e•v1•u en rr orMtllipiN m • erae.nO oDul' e tM t uss In tanfar•anc..tan ANSI/T 1 /, or for n.ndl Inp, fNlpp Ing. I w1 — mi. o, -Ig or donor p". I/Dtllq DIAD Ir/Ing. Indle•Y• a D•I.11•• sf pfolannil d1 MMI—,I r.•p Ibl 11tJ ..I.ly fsr — IN IO. MOM.. 11'. .0:-111.y and w of -1. dr -1.9 far •" Dtrto:tw 11 r•sdarOlDlIsty •r — 6.1 ding Dr1„sr Par Mal/Tis T See.2. For o Infore•tlen a» arils J—*. many.. no f pp. and mass ••D sltef: ALPINE .1p.n•1t—on: TPI. -p fru ••.sDelneusery•ev; ICC: w• ..r•.oro H. 0(, /,:',QTY:1 FL/-/5/-/-/R/- c as A. TC LL 40.0 PSF 1 TC DL 10.0 PSF BC DL 5.0 PSF r 4; BC LL 0.0 PSF TOT. LD. 55.0 PSFG' DUR.FAC. 1.00t k Lic. Number 7016 ISPAC I NG 24.0” 04/07/2017 Scale=.25"/Ft. REF R408-- 16423 DATE 04/07/17 DRW HCUSR408 17097110 HC -ENG KD/WHK SEQN- 736776 FROM TH JREF- 1VZS408_ZO4 16006-7510 A ELLV. -- Z94b Glpper Lir. - ruc Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "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 11] W3X10 3.50 L 1.25 16] W3X8 2.50 R 1.25 17] W4X4 1.75 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED 8Y TRUSS MFR. t 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 5-4-8 24" 24" 12-6-0 f1 -8-0-0 3X6 3X6 2X4 III 1X3(R) 3X4 3X6 2X4 III 3X10 JV=3X4 4X4[17] = 3X4 = 3X8 = I T 1X3(R) 1X3(R) e 3X4 m 3X4 = 3XIULIIJ 3X8[16] e 0-8-0 1 1-4 0 T10-0-0 1X3(R) m 18-7-411-3-4 I 29-10-8 Over 3 Supports R=596 W=7.25" R=1812 W=6" R=952 W=7.25" Note: All Plates Are 1X3 Except As Shown. M fiDesignCrit: FBC2014Res/TPI-2007(STD) P P.. H PLT TYP. Wave FT/RT=O%(0%)/0 0 15 QTY:3 FL/ -/5/-/-/R/- Scale=.25"/Ft. rARNINGI" I AD AND FOLLOII ALL MOM ON THIS ORANINGI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLM. rF V- "" i TC LL 40.0 PSF REF R408-- 16424 IipiAMT•• iWNISH Tr•a.e. r•qu.ra satyr a or. .n Tref.ut.ng, huellnp, .m.PP•^R, .n ullbq a.e arat n - bf•r to •II Wallding .TPI WTCA) o. 708 1 S TC DL 10.0 PSF DATE 04/07/17I. baa edeclan er USI cao•r.•nt safety Infor.utled, byfor ..r•eT ;footle Prl Parfor.ing anaee f.net.e.n. Inf<.11•re °hall p,w t•aprary .rat.ng par ICSI UIII•ea noted et . eP °mord edam mwe WdP•rey •ttK .tr.0 of '"..thing ..e edttod t oro M•11 how . Properly .tt BC DL 5.0 PSF DRW HCUSR408 17097111 r1 ^ Ta 2 r1P10 <•el erg. LedaU on..sn der pr..r.ant bear •I rertr•Int or awe anal naw br at l.g l..t.11ed ICS a q. WT or 010. .. d pl.tedle Apply ;Tota' t. •.em rate .f tr....e III—— ae .m•.. .0aee lM ;:Int Da.I... .... noted .UNr I... R.f•r 1. drea..q. 16OA-i r.r .<YWard pl.t. pool.1— 1 S T 0 • g 1• : d BC LL 0.0 PSF HC -ENG KD/WHKa111 11D11111111111===III' LLUJJrrrJ I' IL=_ AlPlne. • olvla.m or ITT, wuolnp Ca p.nonw Gre.q Int. .hal net be r..ponf.bl. far py, oMl.0 on rr S• AN IrW COMPANY raalnp. ahoy faller• to I-— tme truss In tedfor°ano• .0th NISI/TPI 1, or for hurling _IPPeng. net ...... do A °rating or tr.,ss... A •• • . , e N • .......•• 6 SS/ONA TOT. LD. 55.0 PSF SEQN- 736772 1 .m NI• a/eal;9 .r a•yr PIG• slating We e'di".9 IA.I••ted •eo•rt— N Prof•aaonel .lvllearing fa r nr eaalgm eldee n. Tie .a1 t.Rlllty Amo •••• of "I. Oeding for .v .trlsew 1• 1 OUR. FAC. 1.00 FROM TH 2/00 LtLe Dltnae Df.Swu: 050 roaP.•101Iley.I= reaPeelNllley of tie Nalleing Dro1Wer Per Alltl/TPI I Saa.2. I PACING 24 .0" JREF- 1VZS408_Z04OIINdgFL2za21Fartore1^ref-•teem '....I. „°'. goner. no ' P•g• ane w.. —° .I<••' FLCOA W275 ALPINE. w IP•^•.ta.te.: TPI: aw tp.n xg. WICA: ew..°c.n.uetry.te. ICC' w eat-org illiam H. Krick Lic. Number 70 61S 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 Negative reaction(s) of -237# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. t 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W3X8 4.25 L 1.25 11] W3X8 3.50 L 1.25 18] W3X6 2.50 R 1.25 191 W3X6 3.25 R 1.25 211 W3X6 2.75 R 1.25 13-5-0 24 - 8-10 3X4 = 3X4 1X3(R) 6 W=3X4 3X4 B 3X8[8] @ 3X4 a 3X6[19] a 2X4 nl W=3X43X6[21] - 1X3(R) 3X10 a [ ] - - 3X8[11] 3X4 1-4 0 10-0-0 1-6— 5-3-4 SIE 16-10-6 I Le 22-1-10 Over 3 Supports R=211/-237 W=7.25" R=1623 W=8" R=818 H=H1 Note: All Plates Are 1X3 Except As Shown. mlNwrrr" H "ro„ Design Crit: FBC2014Res/TPI -2007(STD) P` .....,, PLT TYP. Wave FT/RT=O% O% /0 0 15 d QTY: FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARNINGI•• READ AND FOLLOR ALL NOTES ON THIS W911191 TC LL 40.0 PSF REF R408-- 164251lDWFATIr•• FIMNISM THIS ORANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru..o. repulrs a arw e•ra In fWrlc•tI„p, n.nellnl .n,pp,np, y TPIIInp • ne •r.< s A.r.r totn• 1•<••a velum or;S1 (wum,q Ce.pen.ee 5•r•ey lnror..aa,, by ,PI w nu) ror ..ray pr•eu< r o11 0. '08 • L prl f ' , TC DL 10.0 PSF DATE 04/07/17 o p•,ror.Inp <M.• fulec loot In.a•ll•r. —,11 pr_,w t•spor•ry a •e per /CS1. Ulla• _<•e of tnlnp •ne ootto• —re .NII new . •<t 1 7topcnore .n•11 nave properly at•<n•e .tr K tor.1 properly rlple p111np Locai_..Ile.n for 1--1 r_KN or we• . 11 Mve er—sm Ins M.- Res BC DL 5.0 PSF DRW HCUSR408 17097109 A a O D pere•,rnt etl_• q. DT or 010. •s •ppl,e•Dle. Apply Dl•te• <• ..en fee. or cru• •ro p»IUon •e sl.or...e..,• gin. ,.Int D.<.11.. 1... N.— to .r_Inp, ,.GA-: rer a...rp pla. peatlen,. BC LL 0.0 PSF HC -ENG KD/WHK L-IJ AlPlne, • mrls,on or 1n wlminp Caegansntf Cro q 1 K. Snell not Ce rapanflsle rer eny O•vI.<Ien Ir r_1„p. enT r.11.r. t. wile <n. < ,. 1n <enror..n<..I<n ANslnpl ,. er rer n.nellna. .nlppinD. AN 111M MIMNY an•e•11•t,on .r•c lop •r tr,..•.s. a 1,. G SS/pNp,L TOT . LD . 55.0 PSF EQN - 736751 A WI on "le er I1lp er all— pope IletlnD trll. er.elnD, 111.1p. abbeptYNl..r pmtM I~ .rlpin Ing IIIq .slay rer <,.. e.e101 .n.l. Th. wILr111<y .•e pie r -1. er_InR w eny oLrti<I.. 1. reep l I I lty .f w 8...d nD G.1Vr ANSI/T 1 1 S.P.S. OUR. FAC. 1.00 FROM TH 240DLTLeOmV Dr,Swle ISD per I I NG 24.0" JREF- 1VZS408 ZO4Odudo,FL 32E37 For s.r• lnforeulon ._ anl. J.•'. p•Mr.l ro . pep• •ne cn•w ..e slu. FLCOANo278 ALPINE ....IP -1. <_: TPI:...<pin•t.erD..TeA:.:'.,.<Ine,,,<ry...: Icc:....1«,.r...rD illiam H Krick Lic. Number 70 AA /A^INA 1 6ISPAC 7 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. 0-8-0 T 3X4 1X3(R) VIA 1X3(R) _ 3X4 _ i le R=109 PLF W=22-1-10 W=3X4 = THIS DrG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 22-1-10 Over Continuous Support 3X4 = 3X4 _ Note: All Plates Are 1X3 Except As Shown. uNlnrww„ Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15 a ha '' QTY:1 FL/ -/5/-/-/R/- Scale =.3125"/Ft. rARNINCI REAS AND FauxuANOTES or iN15 oW li'OrIAMT•• FURNISHiNli DCONTRACTORStIMi TO ALL CONTRACTORS INCLUDINGDINO iNE INSTALLERS. i . TC LL 40.0 PSF REF R408-- 16426 true. o ar < r- In f•.rle•alnp, nWllnp, .n ppinp, Infbllbp .n..r•e 1^0• bf-r to toll 04/07/17I_., tM 1•<oa rt51 (wllelnp C•on-na S.r•<y Inr•roalm..y TPI .ne rICA) rer spay pr•<al , pr 0.108 1SDATE1TCDL10.0 PSF to rrfor,lnp < • run<alenf, lo<•II•rs -n-11 prW % r.ry •r•<Iny per NCS I Unto. ro —1. DRW HCUSR408 17097112 op mere -00 h— prerrly •tt•enN •aru<wr•1 ,M•N lny w.e .•aav enoro .n•I I n•.- • pr•rrly r1p10 <N 11 . L.ealr+ ,new. f•r rr.o..na lslsra r r.lnt or ..e foal n.w a .Clop IM<NIN : u<n BC DL 5.0 PSF n a. A ee[I•n. S), r7 or r10. .. -ppll. e. Apply f,r to f•<e It an.rt.l.• R.r.r <• er..lnp, ,.,,.: rer .<.I,e.re pl.<. r.l<1•n.. Alpin•. . OW glon or lir bllm np Co.pen•nb croup Ine. .nNl net a r-,rn.la• rer •nY aevl •alm 3 BC LL 0.0 PSF HC -ENG KD/WHK 1 0 wlnp, •n2 gllur• b puce ur truf. In <enrere-M• .Ian ANS/TPI ,. •r for n•eellp. -Im IM. n,a.11.a A*, SEQN- 736755ANITWCCMR1NYANIl.... .r.<Inp .f ar.n.•,. I ,-''a TOT.LD. 55.0 PSF w1 —,"1. er-:.V .r owls rp, II.<Illp NI, bwlllp. 1WI. . .Wyt.l,e. N PMf ..I_I wQI 'I I.ly r r w e..lpn Yawl. Tn.—1-111q w l.. r fNl• errl., for wn .<sasu.. 1. u.. .. •. PS,O\ E: h. 24COLaUOmpDT Sal„ISO rrpwwl.11•<y .f = r.IN1nr D—IS— p.r ANSI/TPI T S.<.2. 1 TY L Y-a DUR. FAC. 1.00 FROM TH I NG 24.0" JREF- 1M408 Z04OrImb.FL 32137F•r r• W.—l— ,•- ..I. Joe p-lrr•. ro . p•.ns ver .-• +lus: 1 0. FLCOA10272 AL INE: --- .I..n.I<-•<.-: TPI: --- apl WMA: -p.” .e<.nen,ary.<_: ICC w..l«.....erp illiam H. Krick Lic. Number 70 16PPAC 04/07/2017 1bUUU-/b1U A LLLV. -- zu4b blpper Lor. - ruo ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X10 3.75 L 1.25 91 W3X8 4.00 L 1.25 11] W4X4 1.75 R 1.25 18] W3X8 3.50 R 1.25 19] W3X8 4.25 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS l DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 24" 13-0-12 -0-0 3X4 = 3X4 = 3X10 = 0-8-0 T 13kRj = 3X10[6] 1X3(R) =_ 106 4-5-8 am R=1564 W=6" 2X4 III W=3X4 4X4[11] is 3X4 = 3X8[19] = 1X3(R) Anv Lai _ >r->_ %r., .N ,.,. L l <., = 3X6 e WA0312 a 1X3(R) 23-0-12 Over 2 Supports 911 R=992 W=7.25" I 0-8-01-4 _010-0-0 Note: All Plates Are 1X3 Except As Shown. Y110aIN7fMpf Design Crit: FBC2014Res/TPI-2007(STD) i H, 4kPLTTMP. 20 Gauge HS, ave FT/RT=O% 0% /0 0 15 QTY:6 FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARNINGI•• READ AM FOLLOM ALL MOTES a THIS ORAMINGI lr •. :. TC LL 40.0 PSF REF R408-- 16427IMAOMTAIff" FURNISH THIS DRAMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • R•f.r roll • 9YTru>M. r.yulr* a re In fmrle.tln0, nrWll.-p. M,pp.nq, I-n[•II I-0 r -m s Klnp. ao ro LaMt Mltlon ofrMtSl (Wll.lnp cep. --M< stay Inf.rutlM. Py T/I .--. Ru)rfor ufay pr,etl • Pf O, 08 1 TC DL 10.0 PSF DATE 04/07/17 p.rfer.l.q trot- tuner Ions. Iroc.11.r• •I.al Prgrlw t.er•ry s Klq Mr RCSI. IY-la> rotM o i l. ep <.wr. .1..11 n.v- or•Mrl> I tKnee •aruCt.,r•1 •M•'HI-V •M Oo o• Clwr. fell 1-M. • Pree•rly • tfer IeO Imt.11.. BC DL 5.0 PSF DRW HCUSR408 17097097 t• n. FDO rlple Illnp. LKuI.--• p-rM.rnt 1.a $ MV -Ina .1 — >n•II ..rK KtIM• p, R7 or M10. •..Mlleml-. Apply plae. a e,.:n r.ee of erm• •nP pp 1U: .• Yawl Fro tn. ,.I— D ...... In l.,, roaK etn.ra... R.I., - .1-9- 16OA.i ft, a -bi 0-0-p„lalm.. S T O ; BC LL 0.0 PSF HC—ENG KD/WHKa AIPI ro. • Ol.l.lon er I1r WIIO.np C.-yo-rnc. G.up Iro. .MRI t M r-fpor-s -.le f.r .--Y e-.rIaIM yf-Ilur- [. Pull. LM tfu•f In emfor.-ro. -ICH ANSI/IPI 1, e, for n-nel I.p. L-IpPI-q. P AN TNWMIMNY t.1l.alm A ._.p of tr-.M. X I .• TOT. LD. 55.0 PSF SEQN- 736762 RMI M tA1..r Inp « fN-N,r P4 11-1119 tDl. n Inp. IMIA.tP. Mf•Ptwt- at pnfM.l MIR1 IHgInU.rl rMP INIIN Mlely r t rlf.lpn .Iv-. The Wlt•o11lty UDP w at tl 1. --Inp for .ty.,et... 1• SS/ DUR. FAC. 1 FROM TH l. 2400LRleOMV1), It ISO re.p—Iblllty .f V -a aw ding DMefAr P.r ANSI/TPI T Se.2. 00 24.0" JREF- 1VZS408_ZO4012ndo.FL 22837 For Mr. Infsr-..tlm -M tnl• Jm 9-1..-e . 1.0. -ro tn••. UDP >Ic.. FLCOA1*278 ALPINE---.1-rolt-•eM.TPI' --.tp.roa:rp.MTCA:--•.K-nd–. .— CC --I. illiamH.KrickLic.Number 706!SPACING 04/07/2017 lovvo-fuly n clLy. -- co t, IF,Fpw. 1. - .. . Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X4 1.75 L 1.25 61 W3X10 4.00 L 1.25 91 W3X8 3.75 L 1.25 17] W3X8 3.50 R 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 0-8-0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. J 24" o_ 13-0-12 I 0-0 3X6 W=3X4 _= 3X4 = 3X4[41 = 3X10 = 3X4 3X8 = 1X3(R) ra IAJI,K) = 3X10[6] a 1X3(R) _ 4-9-8 - R=1602 W=8.485" 3AOLUJ — art, Ol W=H0312 3X6 a 1X3(R) 23-0-12 Over 2 Supports R=964 W=7.25" i 0-8-01-4 0 10-0-0 Note: All Plates Are 1X3 Except As Shown. ""'"fWflrMyyh` Design Crit: FBC2014Res/TPI-2007(STD) H, y PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) 15 .• ha "' QTY:1 FL/ -/5/-/-/R/- Scale =.3125"/Ft. T• ALM AN ITW comwlw 2400 Lak v...... Dr. SuHe 150 OdWAID.FL 2±837 FL COA MD 272 WARMINGI" HEAD AND fDUOI ALL NOTES ON THIS DRANINDI.• V '• IWOWfANT•• FURNISH THIS DRANING To ALL CONTRACMRS INCLUDING THE INSTALLERS. Kj Trwx• r.qu o t r. In 1—..tlnp. —llnp, •hlppl,q, In,t•IllnO .r•e.p. ROf•r ce e! roll 0 Og 1 ; tM lo<.•t Mltlon ofrNCS. (&.,:. nD Coyon t S.f•cy Inferwtlw, er TPI .M MICA) Nor s•f.tY pr.etl > pr o porf•,f.I.p tM>• fv.c[1•r.•. In>to11Ko >h•11 prev.M tooper.ry Drocl.0 por SCSI. Unlo» net•o a to • S lop mord •MII h—o prop.rly •t<•cnM •tructur•1 •M•NInD •,w De<tw mere •MII h . prep.rly . •^Q•Y. ; rlRlo collln0 Loc.11on, fhwn for por••nwt 1.[or•1 l nt of wD, >holl how D~'.el,q In>t•11.0 i C oct.en> 0]. DT or 010. •> .ppllc•ole. Apply pl •tw c• .Oen foco of tru» .M pe..t ion •> 1he 1 W N. Joint pota b. Llwo Mt.p eth. Ie Rotor to •rwle , 16OA-2 for tt•b.rp plot* po•ltlen•. g 0 Alplw. • Owl•lon 11 ITIS 11 111 0 Co.poewt, Gr I- sh.11 rot a re.p—Ih.l. ror •ny eev utlw + ww er wl,q, .ny hllur. to p Ile a truss In c•Mor 11th ANSI/TPI I. or for h—.1.9. >nippinp, •1/•_I • .f;' Inst•u •coon • o_.0 or tr...M• y . ••. RMI M NIR .rw111N N wvpr MW IlptlnN NIR .fwlp. InNleptM 000•pt•Ileo pr pror...lonol pANIMRFI ' ol..o '.\ rp.P—lNl 11" M1.ly ror — opolpn •1 w1. Th. wltil l lty .Ip w• or till• prwlly ror •1w etst _ 1• {%s/0,1 A tr•opvl•loll lty of tn. N..IIo1nil DMI/ler p.r AI61/T 1 T Sw.2. F. wr. InferMtlw >w <.l. jM . R•n•rol no... P.R. •^° N••• ••p •lt••, 'PACING e : wl• III. —9, VTCA: w1 >p<ube•try.te. ICC: w..—fro. 9 illiam H. Krick Lic. Number 70ALPINE ..,. wn>t TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5. 0 PSF BC LL 0.0 PSF TOT. LD. 55 .0 PSF REF R408-- 16428 DATE 04/07/17 DRW HCUSR408 17097113 HC–ENG KD/WHK SEQN- 736768 DUR .FAC . 1.00 FROM TH 6IS 24 .0" JREF- 1VZS408_Z04 04/07/2017 16006-7510 A ELEV. -- Z946 Dipper Uir. - rV/ ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP N2 Dense :T2 4x2 SP B1 Dense: Bot chord 4x2 SP N2 Dense :B2 4x2 SP M1 Dense: Webs 4x2 SP A3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X4 1.25 L 1.25 V 0-8-0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21" 13-2-4 -1-8 3X4[6] - 3X8 = 1X3(R) W=3X4 1X3 III 3X4 = 1X3 III 4X8 =_ 1 X3 10 3X6 = 1X3 01 3X8 = 1X3 III 1X3( _ 1X3(R) 3X4 = JA4 = 3X10 m - _ - ID DI .,,.<, = 3X6 W=H0312 a I— 5-11-8 ile 23-0-12 Over 2 Supports R=1705 W=6" 1X3(R) 901 R=893 W=7.25" I 0-8-01-4 0 10-0-0 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD) M . PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /0 0 15 H TY:1 FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARNINGI" MEAD AND FOLLOR ALL MOTES a THIS OMMINGI s J 'x TC LL 40.0 PSF REF 8408-- 16429IMFDWTANT" FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr..»+ r.qu ..'r— re In f—rluunS, n-dnnS, .n.PPI,q, m a•l l Ino um a •.,nD. Rarer a ren er`MCSI`(R.ndinO Ce•pmlena S•rety Inr•r. lon. by IPI s WICA)`for ,f,ty 10. 08 x TC DL 10.0 PSF DATE 04/07/17Nesa»< .dlalen . Pr•.a1 Prl i•Par rer+InS alis• r—en ens. In-.IIM. -. 1. Pr...— a•Ror•ry er•c „q Par KSI. Vn1•.. ro eP eror0 -.0. n.r• Pre»riy1. a•en« .<rrc< ra .n..anD rb Ooue. c .Mn n.v . ore»iy . r« TIS Ia euinp. Lee•uem »•urr.c i •acral •in< r w» u • er•.InS imc•u-` a•en BC DL 5.0 PSF DRW HCUSR408 17097107 a 2. 87 or 510. s •-sie•eb. Apply pl.... w taco N trans aro p•.Iuon .. Nw, eew a •`olna 0. J... nL,, roa.d .an.n.i... R•r•r a. dr—inD. ISOA-Z r.r .<. dMd 1I.a. ».Ialm.. alvl.len er ITR li.. l q Cagen•na. Group Inc. anal. —1 - re.Penf . rx .ny Oe.l aal» rr A r• •Ca BC LL 0.0 PSF HC -ENG SCN/WHK AN fTW aOAeaar InO, any rell.r. l. Nand ane tr... In .—for•Wn• eltn ARSI/IPI ), or /.r .Mal 1.9. - IN, no. I,na.Il•alMa ---noor aru...a. w» e• ••' ! TOT. LD. 55.0 PSF SEAN- 742669 S M' o.Ner Pend II.ti.9 "I. Wr-Iq. IMI.— a..•1R.nw •f 1r•f•..leN.l MI -1 IpMIMVile NOR, DUR. FAC . 1 .00 FROM THrN•PMI.IMIngr »I•ly roar W d»i .INIM,. TIT—1-11 IC, •re w •f NI. --In@ ter MV .V<C<W i. LI. odGv fes. 240DLdeOmgeDr..Swle ISD r•.PMrl.nity of t)s R,IIIIn, OIoer »r AMSIrnI 1 See.z. 61SPACING 24.0" JREF- 1VZ 408_Z04OrIaIdD.FL 728)) For —re Inre•..cion ... anis Ja,'. S•n•r.I ro . P•S• •M an•w .— ane.: WTCA. ICC: illiam H. Kfick Lic. Number 70FLCOA9D278ALPINE: .w •1 ro lte.e—, Fps we. pP t.er9; •—..e.ne..<ry.. •w. .aare.orD 04/07/2017 I, n -- IFF - Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP W3 Lumber value sot "1311" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT SITE 61 W3X6 3.00 L 1.25 121 W3X6 3.00 R 1.25 1 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs arc 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 01 3X4 a 1X3 10 1X3(R) 3X8 - 1X3 01 3X4 - W=3X4 a 1X3(R) a 3X6 a 3X8 a 2X4 10 10-0-0 3X6[6] = 3X6[121 = 3X8 = W=H0312 = Le 16-7-4 Over 2 Supports BI I R=899 W=7.25" R=913 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) H• ftp%, PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /0 0 15 / a6 TY:8 FL/ -/5/-/-/R/- Scale =.375"/Ft. WARNINGI— READ AND FOLLON ALL ISMS ON THIS DRANINGI •: I~ANT•• FMNISN THIS MANINO TO ALL CONTRACTORS INCLNHEDINDTINSTALLERS. l $% TC LL 40 . 0 PSF REF R408-- 16430 Trin». raeulra e c r In fwrle•tl pe n.Mll,q, •nlepine, m ulllnp .Ir M.<I,p: II. f•r to roll 0, 108 1 x TC DL 10.0 PSF DATE 04/07/17an• bewt .Ole len errRsle(WllalnD Ce w•n s rear Inforutlw. a>'T°I .-.SCSI for lacy pr.etl °rl i• R•r lor,np ulna• flnctl•m. I,I.uI lar. .n•II .rwlw Qaaper•ry ° •elne »r SCSI IAllafs no a mere •n•n nw• pra»rlyqut•elw .trine r•1 .n.• -1n0 .na maty .ror...... n.... ere»r w BC DL 5.0 PSF DRW HCUSR408 17097118rlal• •11In0. Loe•tl o,l. rsr »raAn Iy 1•e•ra anal na of >. .n•11 n• arae lrq InatallN` S s > q DT er no. .> .eeue..l•. A»q el •ta. t. •.en r.e• of etn. y I.. R.r.r to er..lnD. ,.oA-: r.r .t.e.re el.t. ».Itl.n,. ! @ BC LL 0.0 PSF HC -ENG SCN/WHK LSAI°Ina. • elvlslo or IT. B .....D Ce.eoMn . G" Inc >M11 net ea rafpon.lela /or .ny e•vl•alen rr f.l lur• to bull. tM c .. In eonfor.rlea .Ito "SI/TPI 1, er for n.n.11,p. ull»I,p, • A_ ANI ooM1Y1NY at.11.tlon A .r•el.9 of tr.,.., .t/`/>~y ( .••'1 TOT. LD. 55.0 PSF SEQN- 742652n» al M VII..r..ing aI a var ~ 11>a1ND NI. alAf llq. 1-1..ta...a.Irearoa f nM.lsnal-01—flRp ` •'•^•'•• V r..RwI.INlllar »lair ror w —.9. Yvl. Tlr wltAalll.r — .» ar NI• a'wlnR ror av .ane _ 1• SSIpNAI t DUR. FAC. 1 .00 FROM TH 140D Like Orme Dr. Sot ISO r..p 1.ICllltr a/ w w11aInR D»IOI.r e.r ANSI/TPI I S».t. OIIN1do.FL 12831 F. —ra 'rarer•.""' "• tnl. Jeb'. e.n.'•1 no • e.O. •n. — e•. "`•': I FLCOAPD279 ALPINE a.I»It. cm. TPI .t°Inst a 9: NTCA: --—Yneu•ary a ICC: a••.ICea.'.. 9 illimn H. Krick Lic. Number 70 ,,SPACING 24.0" JREF- 1 VZS408 —Z04 04/07/2017 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6] W3X6 3.00 L 1.25 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. I 0-8-0 THIS DMIG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. t 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. 29" 8-0-0 -5-12 1 X3 III 3X8 = 1 X3 DI 1X3(R) 3X8 = 1X3 oI 3X4 = 1X3 II W=3X4 = 3X4 = 1X3(R) 1X3(R) 3X6 i 0116 R=853 W=7.25" 3X6 = W=3X6 = 1X3(R) 16-10-12 Over 2 Supports R=982 W=8" 1 0-8-0 1-4 0 F 10-0-0 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% 0% /0 0 15 ITY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. WARNINGI" READ AND FOLLOR ALL NOTES ON THIS ORMINGI 1lWEAMf'• FURNISH THIS GRAZING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr.,,o, re,.lr• < •.• .r. 1. f•Drlt•t . n•,r11„p. ...Ppino. .n t M.9 .ne ° <Ine. Rof., to roll tn• 1•u•< -I.. en .1 11Cslt( Wl le lnp Co penes S'roty Inrorutlon. by TPI MTCA)'for •r.ty Pr•etl prl d '• a ee0• 00 1< TC LL TC DL 40.0 PSF 10.0 PSF REF R408-- 16431 DATE 04/07/1 7 a IIIIIUUUIIIrI—_IIIi1JJJ AN rTW COMiMNY NODLeteOnngeDr $Wif150 lo porfoM'D tn•,• runttlen>. Intal•.. fn•11 P—l.• ttyorfry Dr•tino Per RCSI. Unl•ff notes o If• op titre .nal Mr• properly .t<Kn•e at -.111 .1.1 •M tnl ...e: -too Cnere .nal n•v • P1*P•rly •tsr1D1Oeelllnp. Loc•tlmf a1m1 f.r ,or.enent 1•tK a'r r°Int of w >nal h— or•c iso I..t• 11Wt f•ec.o,.1 RT 07 er R10, ., •pplle•alo. Apply plato* is to f•to of 'ruts .la yew .— •> >I.e.n ..e.• the jeln< Oa<a1f. u 1,1T no1M otn.raM R•r•r to ar••Inpf 1B der ° p—DO plat. peatlenf Alpin•, • elv lfl.n or 111 WIIh ! Cp.p•Irnt> Gros Ise nal not bo refpenaPls rer •^Y awia ian rr r.......ny r.nnr. to eel l• tn• tr°.> In conreronee .nn ANivin t. •r rer n.nan.y, x111 ppinp. m>t.0 •t.en . er•e,no or trmfsf eeel on 'Ale OrodiIAD or CeVer poTIP Iletliy Nle ermlly. IneleaW we"ptAroo of nfeeelen•l wglneorlly ro ponolNlllq »lay for t!r eoolvl el . Thr wlt.blI lty •n0 w of NI. "Selly f -e V eftstlro 1• r•°p•n•IPIII<y sr — Drllding D—IWr P., AMSI/TPI T S-2. S T O— jI\ e Ayy_t. . ' Pe t< : e ff VP 1• r .Y7•< BC DL BC LL TOT. LD. 5.0 PSF 0.0 PSF 55.0 PSF DRW HCUSR408 17097117 HC -ENG KD/WHK SEQN— 736798 DUR. FAC. 1.00 FROM TH Ortwdp FL ) j FLCOASO278 F. c" lnroIon — `.I. J.o' gene"' m ' o w Cn"• w° ALPINE .Ip• t• t . TPS tp—t ere; NTCA: .w. try.co.: ICD: •w .°re.ero illiam H. Krick Lic. Number 70 SPACING6F' 24 .0" JREF- 1VZS408 Z04 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper Cir. - Flo ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.65 BC- From 5 plf at 0.00 to5 plf at 16.65 TC- 117.62 Ib Conc. Load at 1.60, 3.60, 5.60, 7.60 9.60,11.60,13.60,15.60 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 1 0-8-0 1X3 III 1X3(R) _ 4X6 W=3X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X6 3.00 L 1.25 121 W3X4 2.25 R 1.25 141 W3X10 4.50 R 1.25 151 W3X8 2.00 R 1.25 1X3 m 1X3 In 3X4 _ 1X3 m 3X4[12] _ 1X3 10 3X8[15] !EM(R) _ 1X3(R) s 3X6 R=848 W=7.25" id -1 1 1 2X4 III 3X4 _ 16-10-12 Over 2 Supports R=1008 W=8" Design Crit: FBC2014Res/TPI -2007 (STD) H. M.,,'`>• PLT TYP. 20 Gauge HS, ave FT/RT=096 096 /0 0 15 1 7•e '•Oi31' '6 QTY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. MARNINGI•• READ AND FOLLOR ALL MINES IN THIS DRAININGITC LL 40.0 PSF REF R408-- 16432 IWVRTAl f•• FURNISH THIS DURING TO ALL CONTRACTORS INCLUDING 711E INSTALLERS. • rIJri Trus»f reeulre • a or In rep ..nG, n 11ny. 1nlppinp. In tell lnp Oro o ec lnp. No- to tell S tM 1•<Ht MI<IOn orrRtil<(Wu•Ina Ce eMnc S.1 -y InforMt,en, py'7PI .,w RIu,rro, or... pret<1 , p,I o. 08 1 x TC DL 10.0 PSF DATE 04/07/17 lo perfOrpinp tMfe f,elct lOnf. Inatoller, M•11 prO d, t••,orory D oci„ psr &CSI. Unl-f ap CMre wl1 neve properly att.<n.e •tract rel 1Mot"'RID ...e M v CMre •Mel l ^ • Prep.rly • : BC DL 5.0 PSF DRW HCUSR408 17097115HDIOeelllnp. LaeNloM Yon ror peruonen<btYel rotro,pt ef'fep enol l new prec ln0 Inftol lMt feet lam S. 87 or 510. as opplla-le. Apply plot•,to seen rete or truss oro p-I[Ion of 11w 1 ena 111, 1 O w J.Int oaaL. uH... MtM .w1+1-. R.r.r t. or.anp. IWA-f for • .re III- P.atlen. S T O '4. BC LL 0.0 PSF HC -ENG KD/WHK a 11 po 11 AIpI M. • awl,lm or w,Im RIG Ca.Ywncs Gr ry aev.ulw. r • ' 1 1 o.q Inc. Nell Ma M rofppnf Isle for ww r-9. e"7 rellure t pu 110 tM trw, In <MfprM,l<e elan ANSI/7P1 I. Y for n-.Ing.-Ippinp. ^_ • AN FrW CDM1IWY In,a.11.tlon ..,_.np of ar.n AC ~••I. ••• I . TOT. LD . 55.0 PSF SEQN- 736794 NMI •N NI OrRpinO M pOVOr Pelle Iletllp NIR Or -Ing IMlaetee INOeptli0e of PrefM,INI elle lnMrl t •• A.. r..paaplllty MI•ly r r w Oeel01 MPI. Tll• wltMll lty e1NI w of tNl• NrMbp for any ety II Is Sw....ONAL Gt DUR. FAC. 1.00 FROM TH 2 LSLe.nr,j.Df. SIGttISD r•p.•'YlRlllq Or w RollolnR DMI Or Per ARSI/TP T Soo.x. iR.t' OdandG.FL 3172837 for -r. 'nrerMtlen ••• -1. j- , penerol M , pope •^° aM- ." "`•" PACING 24 .0" JREF- 1VZS408_Z04 FL COA IDM ALPINE: w..IP.M It..to.. TPI: we t.IMt.orp..TCA- a.e. try.aoo: mc:.... ..r..orD illiam 11. Krick Lic. Number 70 61S 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper Cir. - F11 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP N2 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 31 W3X4 1.25 L 1.25 111 W3X4 1.25 R 1.25 II 0-8-0 1X3 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 13.75" ' 5-4-8 I} 5-3-0 1X3(R) 3X6 8 1X3 IU 1X3 nl 3X6 = 1X3 III 1X3(R) 3X4[111 3X4[31 11-9-4 Over 2 Supports R=647 W=7.25" R=634 W=6" Design Crit: FBC2014Res/TPI-2007(STD) to . / r"' 4 PLT TYP. Wave FT/RT=096 096 /0 0 15 1 + '.- QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NFAD ANN FouON Au MOILS a Ills OWINGI TC LL 40.0 PSF REF R408-- 16433 1i0NfMT•• NRN ISM THIS ORANIMG TO ALL CONTRAC70RS INCLUDING TME INSTALLERS. j True», r.ea.r. e <1'.In r»r.c..". a .e.ne. R.r.r to Iel l ' 0 708 1 TC DL 10.0 PSF DATE 04/07/17 bt»< »Itl» ofr NCSI(M..IIa I..y CaMM•nt Safety Inror»tlen q IPI •» OCA)rror wf•ry pr•et1 + pr:::: r perroral np tM,• fulec .ens. I.n<•11•r, ,n•11 prw.a• t••gr•ry er•e.nG per MCsI. Unl•>f »c» etopmora ,hell neve properly . t.an.e ,erac rel .n. NInG ..w sett»'_r , nhall>. n•`e • properly i r -I~' ; BC DL 5.0 PSF DRW HCUSR408 17097103rINIObI1'..a Loc •tIM, ,l.a•e ror pera•n•nc lateral •r•,tr •Int r w , 11 . er •elnp irot•11» s eeclwe q, 1T er Nlo. ., •pplle•ele ApPly PI•t•s to o•en race It tru>, •na po,.t.on ., >lw. •• •na S O Gn O ( aM eInt Mt» •tM l.. Rarer to erwln„ IGOA`:er ,<ena.ra pl.t. Pe.l<lM, S T t BC LL 0.0 PSF HC -ENG KD/WHK L LS .lplM, • alvl,lM •r ITN a.," ng Ca pe»n , Croup n•u no e,pon> rer .ny eavl•uM r ar w1 .p. •n> f•Ilur• t• -..a tM cuss In <Mfor,.rs• eltn :MSI/T 1 1.ror for'n•.•ll lM. >nlppinp, a I• AN fTW ooAARuw In•t.I..<.an • er.e.lw eI tr,»,. ,r yyi .." 1••,,.• TOT. LD. 55.0 PSF SEQN- 736786 a»I M NIa ara,ll» M aMf pap IIKing NI• aI»Ilr. IMI. •aa•/lallaa at MM•1 Mal *=,I .` w• •• raap.a loll Iq »laly rar v.. a»Io. MPI. TM ault•.Il lty Ma u» at tl.0 arwlq for airy aVuptw a tIs//5NAL Get DUR . FAC. 1.00 FROM TH 24WLAe0M Dr..SDim 150 r•a s lalllq •f t)>f NuIIaIA 0»I/.•r er ANSI/TPITI 1 S•e.2. / t 011mdo.FL 22137 rer »r. Inr.r»tIM ,-• tnl, )aa'. Omar•, no • P." •la - e•e •It•,: ' Nd PACING 24 .0" IREF- 1VZS408_Z04 FLCOAODM w IME: ew.elP.».t• <»: 1P1: ew.y.net.orp; RCA. .....ea.nauetry.c». ICC: ew. s•f• «o illiam H. Krick Lic. Number 70 6P 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper Cir. - F12 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP 112 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. VV 0-8-0 1X3 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 m 1X3(R) m 3X4 3X4 a 1X3 III 3X4 =- 1 X3 01 0-8-gX3(R) U-41-0 1 0A - 1X3(R) m 3X6 m 3X4 m 1X3(R) m 3X4 = 5-11-4 JO,, 5-11-4 11-10-8 Over 3 Supports R=333 W=7.25" R=653 W=8" R=297 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) ANi H PLT TMP. Wave FT/RT=O% 0% /0(0) 15 1 It '•0 31''' QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGI •• WAD AND FOLLOW ALL Notts ON THIS DRANINGI 4 TC LL 40.0 PSF REF R408-- 16434 ANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALL[NS. . r.,.... .... r..n f..rle., ..p. n.nel.nO. ,n.PP.na, n to l.ry .» ...nG: N.fer to fell ny'T.1 trCA)'ror rar • r to, 08 1 TC DL 10.0 PSF DATE 04/07/17 t» bto< »I<lon . fDCSIt ( aullel na toper < S•f.<r Inror.•clm, .ne pr•ecl Prl o p.rfor.l.y t...» r. .OM. Infull.r• sn•11 p,w oo t,.per•rY .. 9 »r NCSI. Y.I.af Mt» oe Ottsnare .1..11 ^...• P"""flgw.' e.tn.. •treee..r.l .n.•fn...G .ne » » elor. ' ;,.' ""' ' p,ep.rlr ' BC DL 5.0 PSF DRW HCUSR408 17097104 r101e o.11lnp. 0OC 10 »r»n.nt I.t.r.l .. •Int eft»» • 11 • .r.e ln0 Inft.11» d oet.en. p, n er 5/0. .> • toO ote' e. Applr Pbu. dr .•en r.to er for s .m po,.t.t* .f Itlw em. J.In< o.t.11f. wl... n.,» etn.r.l... R.r.r to a ..I Of ,coA-z for .<.na.re plot* P»Itlfn.. W.le...a Cowpw.onto 6ro.q Ire. .nal rot » afpen..elp 1.1 •.y e.v.•t..n r O Q BC LL 0.0 PSF HC -ENG KD/WHK AIP.». . OIH..an H I7 e... f.11 t. O.IIe tM t ..•. In c»for....t. .ltn ANSI/1 I ,.'or for nw.allnO• ,nlpPlnG. y, i1.•• •• TOT. LD. 55.0 PSF SEQN— 736779ANIrWapMRWY nr m,.11•um • sr.e..p .r v.n•». I —."1. or»Iry p.N• 11 tlly t,.l• ar»Iry. Inel..t...00•.. W NO of Mf».1.»I .l.Dll...rl t•A ` • \` r..PwwlNl Itr »I.Ira»lip of .. T.. •..It.Nl l ltr •n• .» of NI. er»l.y For wry .V,stw 1. DUR FAC . 1 .00 FROM TH 24ODLaLe0=FDr•Suile150 r.•PwwlNllltr .f tl.. aIle l.y DrlOwr ..r ANSIrnI 1 S.e.z. pLI 011ado.FL 22131 For pro I,f,r»t, f« tnl. Je.'. w»r•1 not.. P.O. •» N•.• ••• •.t••: C PACING6N 24.0" JREF- 1VZS408_ZO4 FL COA NIM ALPINE ..1 P.».t..e», TPI .tpin.< era• Nru ..f.c.n0..>trY•ta, ICC: .... >.f..orO illiam H. Krick Lic. Number 70 04/07/2017 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP N3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 5.81 TC- From 225 plf at 5.81 to 225 plf at 11.63 BC- From 10 plf at 0.00 to 10 plf at 11.63 i 0-8-0 1X3(R) 3X4 1 X3 III 1X3(R) = 3X4 as 3X4 as THIS DOG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail 5TRURIUK1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X4 2X4 10 3X4 e 1X3 11 3X6 1X3(R) 11-10-8 Over 2 Supports R=207 PLF W=6-7-4 R=641 W=7.25" k 0-8-OIX3(R) L-4-0 10- O Design Crit: FBC2014Res/TPI-2007(STD) P..* f(' PLT TYP. Wave FT/RT=O% O% /0 0 15 e . QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. 11111ARNINGI— WAD AND roues ALL WOTES anus lNAWINGITC LL 40.0 PSF REF R4O8-- 16435IWWTAWT'• ENNN ISN THIS DRAWING TO ALL CONIMGTm1S INCLUDING THE INSTALLERS. x.} 7rr.»s require • C •r• In f»rIC •[lope h,nt11•q, fhl»Inp, •n t,ll lop Dr•elnD. Mrtr [o fell 0. %08 1 i TC DL 10.0 PSF DATE 04/07/17MIN•,t »Itlon err DCSln ( pul la no Co»ee•n s fo[y Infor»tlon by, .oe RCA) CA) for 11•ty P -tic Prl ae »rror.liq ero» r_ -In, oil... !hil l Prw•» a.•Per•ry --0 »r SCSI Iln l.f, rot» o t» Ch e 1 l h•"1 pro,ltrly • c•nl..e 1-t r•1 -otglny fro »tae. <rort M,$I h- • Preyerly t< j rlyl0 n•111np Looltlen. ,hwn`for »o»n•nt"I-, I r..V•... of w» fn•11 Mw br1<Inp IM<NI» • : BC DL 5.0 PSF DRW HCUSR408 17097105 s o0 .l tr p,0, ,s •PPIie»I.. Apply f ,t•o to ting fico of [orfs oro Pof.tlt, •f Yes. 1.•". tM`101n< 0•[ 1110 u.l», rot» otil.r•IN R.r.r to .rwlnyf 1SOA-T for f[1•W1rt PI•<1 »,i[ion,. r A.P•ro, . OroIHm er In R"IIYInp Cole—t, Gro•p Ine h111 rot eo r.fpenfibl. rer •ny •e"1•<ien rr a 11 '' d BC LL 0.0 PSF HC -ENG SCN/WHK O.....1 wy f•Ilur• to eullo th1 truss In eon/or.lnn• .Itg ANSI/TPI ,. or for g.nellnR, NI»InD, : • /1_r tt TOT. LD . 55.0 PSF SEQN - 74 2648ANI1'1M CDMRANY In,c •ilio to . bra •np or vrf••f EVA NI M NI• Wr»Ip .r »11.r p+. II,tl g "Ill Wf»11p. IIID IO.W MgpLpno• .f pr.t-1—I .npl».fIA • 1f.1 p rW,p 1.IN11Ity »lily hr u.. 0•.I pI .11o./I. ANSI7T• •rlt+l l lt,. .11. — •f N1. p - fir pry .tstvta•. 1. F ONAI ;,r DUR . FAC. 1.00 FROM TH 2100 LRle Dnnge DT, Swm 150 r.•P•»INI11ty •f sn. A1110Ip D»Ip r P>< rnI T 5.1.2 OdmdD.FL 32837 For »r• inrtr»al» 1e. —1. J.e 9—r..ro , pip. •ne ag•.• e» .I.•. rMFNI FLCOA00279 ALPINE: ..•,•IP•» —oil. TPI ..e tpin,t.arR. WTCA .:'.bn•nt .,y..—: ICC ••• nf.f..trp illiam H. Krick Lic. Number 70 6PPAC I NG 24.0" JREF- 1VZS408 ZO4 04/07/2017 16UUIS-1blU A LLLV. -- etJ9bylpper clr. — rA ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP q2 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. 1 X3 0l 1X3(R) a 3X4 0-8-0 1-4-0 10-0-0 1 X3 III 1X3(R) 3X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 04/07/2017 12 Over 2 Suppq is R=132 W=7.25" R=118 PLT TYP. Wave H=H1 Design Crit: FBC2014Res/TPI-2OO7(STD) FT/RT=096 096 /0(0 15 aW9fhfj&'V;04 R/ TY:9 FL/ -/5/-/-/R/- Scale=.5"/Ft. rawlNGl • WAD AND pu.0a ALL NOTES a THIS DMtNIDI { INPONTANT•• FURNISN TNIS DOANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : $ Tr.be.......... III ear• In f•brleN ing. —11.9. N.. -.n0, msUll l.q ..a orae ..q IW., to to. 11 of 0. 7.08 1Oullang .gr.ent Safety I-- -by 1 1 OCA) for safety P-61 P11 ltl9 tM IN.st W•n OCSI C TC LL TC DL 40.0 PSF 10.0 PSF REF R408-- 16436 DATE 04/07/17 O AN IrW OOMIMNY 240D LAlt Omp Dr. SwOr ISO to parf.r.ing ansa f,..CtleM IM<•Il.rs •n•11 pr da, tobpor.ry braeing per SMI. 1A.1.fs nateo It tap error. al.•l l Mw proyorly et -- at,-.—•. •M•U.l,q an0 a<aa eMra anal' nave • Properly .at rlgl. glllnp. Loe•tlae •Herr for para•"•"` 'stars ...tr.int of wss en•ll new bracing , t.11.O eetl—• Df. NT — 6/0. •s applle-1.. Apply plats e• .•en Paco or [rue• .. p.alt.a •. a1.... tM Jana o•t.11.. unless mt.. etn.r.lw. R.f•r tp I.. 1... 1.— rer .<...r• P1a. Alpl a, • Olvl seen of 111 hll..np Co;o•.s. a Gre.o Ines an 11 not a reapRole'. ror a^Y sev lstla r t r—1,q, a.y, f.11ur. to Ou110 tM Huss In eonfor—nc..1- ANSI1111 1, or — h -1I p. eh'P 'I.. nst.11.tlon ..r<.no of tr-,tet a.1 —."1. ar—ing .1 —1 ~ Il.t M, till. of -11q. IMMatee ...aptall. of pf•f -lob II-VI—ling rasp.. 71= far w —10. Y TM ...halal l lty -• of tb.. ar—Ing far any .•rasters 1. Pe.l.11l ty •f tw. Nu11.11q Oalgner per NSIAPI 1 S—.2. 11e a'+ ... pNAL ENa . I BC DL BC LL TOT.LD. 5.0 PSF 0.0 PSF 55.0 PSF DRW HCUSR4O8 17UB71US HC -ENG KD/WHK SEQN- 736790 DUR .FAC . 1.00 FROM TH 6FS PACING 24.0" JREF- 1VZS408 Z04OrlmdD.FL )7337 FL COA OD 278 For are Inforatim e.e tnla job's gen.r•1 ,.e s page e.e. ter•. eeb eIt": ALPINE: .w.•1pe tla, TPI- w p.at.org, NTCA . aa.ape.n.".try e , ICC n...letsaf..org illiam H. Krick Lic. Number 70 04/07/2017 1bUUb-/b1U A LLLV. -- zugo IAlpper L.Ir. - LJ/ ) 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"0.5"), toe nailed at Bot chord. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X401) L- 1-4-0--j I de 7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 R=169 U=81 R=127 U=0 23-10-11 3-1(-3 20-4-O 1 -3 20-4-0 04/07/2017 Design Crit: FBC2014Res/TPI-2007(STD) P1H; PLT TYP. Wave FT/RT=096 096 /0 0 15 FL/ -/5/-/-/R/- Scale=.5"/Ft. rARNINGI" NEM AND FOLLOR ALL NOTES ON THIS OMNINGI t TC LL 20.0 PSF REF R408-- 16437IMMANT•• FURNISH THIS DRIVING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. Tru>sos rpulro . a ... .r. 1n f.Drle.[Iny, nuWllnp, sn,ppiny, nit.11lnp .,.e C .clop. R•f.r to fall 1a•sa of r0051<(Ou1101ny Celo.rl.nt S.r•ty In,--., ny TPI — TRCAI .. ..... 0.708 1 1 R TC DL 7.0 PSF DATE 04/07/17tM •altlan . pracle prl , p........9 <M>. f,slet lenf IMc.11wf an.11 Prw10. t•.Per.ry -,no ,or OCS1. Unl of M<M o[ n rly .t— &I •tUtur.l -ILP, .n. Cotte. <Mr. 6n.11 C.W . ' to enol. .C.11 pro Prep.rly ri plll,lp Leen lent .Mon far p.r.sn.nt Ia.ra r.ftrM nt of w.f >..11 Mw Cr.<Iny Ins<N I•." NCS' BC DL 10.0 PSF DRW HCUSR408 17097101 ft l <• 11 11 10 yl0 a O]. 07 or Rlo. .> .DP 11<.pl•. APPIY plass [o ..<. f.eo of [ruff ... oo>ltlm .> a...n .Mw lM`;:Int D•tal,. .nl.., Mt•. atll.r 1... R.f.r to . ..qf ,GW -i f.r f .r. pia. poaalen, T O • i7 1 > a Alp: alv if ion In WllalnG Ca ntf Grolq IM n.11 Mc eo rofpanf lelo ler .ny O.vla len rr t t. k BC LL 0.0 PSF HC -ENG KD/WHK M. . or wlny, .ny f.11ur• [o Cull. tM truss In confwuM• .Ith ANSI/TPI 1, or for h.l.11 lny, .nlppinp, f• AN rrwcoMPANY t1.n ..r.<l,q er tr,.».. G TOT. LD. 37.0 PSF SEQN- 736701 aMl 0.1 tOla arwlq w .aa.r P.O. I1.t11y MI. ar IM, IMlaatw . 060 OO.f para..1a11a1 .11yln..f l rly OUR. FAC. 1 25 FROM THr..P l.l.Illw .el.ly r.r sA. O.alyn Ml.arl. TRa .u1 W 111ty .n0 1..f MI. --Ing w I., .tit— 1. Q e`< r ii00Ld<^ Dr,S Dm ISG rwP.Na1N111ty of ta. WI10Iny O—IW— Pw ANSI/TPI 1 Sat.2. b11NH I NG 24.0" JREF- 1VZS408_ZO4OfhIdo. FL 32837 F•r .or. Inro—.1— fw —1. J -'a y.Mra m f p.q. •,,. tn.w w. sit•f: FLCOA10278 ALPINE. .w..1DIM11. t TPI w•.[Pln>t cry: NTCA .w..xlMuftry.eo•: ICC .w. <>. fa or. illiam H. Krick Lic. Number 70 16SPAC 04/07/2017 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 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. 0-10-11 R=-36 Rw=240113 3 R=9 Rw=15 U=10 _0_20-4-0 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 04/07/2017 L* 1-4-0--j 1-0-0 LQLier 3 upports R=201 0=56 W=4" RL=32 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0 15 ra1M111111N1 fbpa hY,` l'•H: y, QTY:4 FL/ -/5/-/-/R/- Scale=.5"/Ft. ALPO ANI 240D Lake Dlmge Dr. SLAIN ISD WARNINGI'• READ Alm Fo1101 ALL NOTES ON THIS W"INGI ' IMPm MT•• FURNISH THIS DRAWING TO ALL CONTRAC"M INCLUDING THE INSTALLERS. •• Tru.... r.•".r.. t ..a .r. ,n fWrl<a.,p. n.n.I,nD. M.PP•nW. .n to l.nS .,w .r -..o R.I., to re.l 0.708 1tM1•`ra ..It.an ofrSCil<(W..•..0 Ct enMt S.I•ty InforutlM .YST11 .m MCA) rer ugty Pr ret. prl O p•rfero,nG tMf• funet ,aro Iroc.11.r. M•11 preu,.r t.rrry .r.e,nW p.r DCS llnl•1• rot•. e< tap <..Or. M.11 A."• prop•,., • tra1M. • r.l M.rM I„W r,q aOtto• <roro M.11 ...". • Proy.rly • + IDI. c.,llnp Lo<.,,O Ma•n`ro, poor•"."["I•t.r.l , of w.. M•11Inf[.IIM` "YES, r<tlens WT, N or BID. .. rPPI.<.efs. App., torte. to ee f.co or tru.r .m d plot, •• unci •m.• . n T OtroJolncD•ull., v,. •sr nets etA•rrlr•. Rotor to .rwlnRf ,SOA4 rer r<•rWrr. tiro pO.ltlm•. 7 1 f tAlp.ro ...".s,on of ITS Su 1I 9 C.ymn Groot Ine. r.u.. roc Iw respms.ae rer MY ..u,•U on fr r• A -, wlrq. Mr hl.urr t pull. t... t u.s In o fwr.n<• •.M ANSI/TPI ,, or Ior er,..11.W. Mlpp.nW, ti t . n.t.11.tlen A •r•e,nW er 'tS,''•,.r.n 1.,•''G NI• .r lrq •r a.rrf Dir Il.tlp Th. W1 -11I IAa.pour of "I.l.er 1 nf..I.NI MRIM•rIA t r•.p.n•....... »I•ly r r es e.ap. M.e•n. TI.. wltrallq .r w of cAl• •r..InR sr .y rers<.r. re.Pv.•I...... •f s... Wll.l,y O" fir Pe, A"" "' 1 5•e.2. I TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 16438 DATE 04/07/17 DRW HCUSR408 17097100 HC -ENG KD/WHK SEQN- 736698 DUR. FAC. 1.25 FROM TH PACING61 24.0 JREF- 1VZS408 Z04OdN+dD.FL 32937 FLCOAID278 For •or. '"``root.""•• t.lr Jo. -10.".11. '" , p ern. N roe rlt.' ALPINE .op.n•....coo, TPI .tp.n.[ S• NFCA. — try.c ICC: w ..r. orI Illiam H. Krick Lic. Number 70 04/07/2017 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X401) THIS DOG PREPARED FROM COMPUMR INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=59 U=28 21-10-11 TT 1-10-3 R=50 U=0 T20- 4-0 04/07/2017 L* 1-4-0->J R=222 U=45 W=4" RL=62/-23 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0(0) 15 y,4(nwm)wryayprnH• "y, TY:4 FL/ -/5/-/-/R/- Scale=.5"/Ft. rARNINCI•• WAD AND FOLLOD ALL MOTES 00 THIS ORAIIII101 f >: ' IIOWAMT" TIwNISH THIS DURING TO ALL CONTRACTORS INCLDDING THE INSTALLERS. • TC LL 20.0 PSF REF R408-- 16439 Tr•af.. r.,.lr.. a .r. In foorlt•L1nR, nelel . •nlppl,,,, Int Illry Me •ral„D. R4ror to roll a114 ..... t. -It&— of OCSIt( 8.10.1.9 Cpeol—t. S•r4ty lof—len, by TH o,1f RG) ror r4ty prottl wl e p•rlor.lnG tMf. fuetlom. Iroull4rf Moll prwlM toofer•ry a —., p4r RCSl INTI•f> rotr e 0.708 a TC DL 7.0 PSF DATE 04/07/17 DRW HCUS,R4o8 17097099 InITI A a AN rrw WMR+ANY ti2AOOL.Ie Dr. ISD top tro,e M•11 Mw p,eporly •tt•CIW 6t r,e<I,r•1 •1,.•N I.D •„p rottP cleM 4M 11 nw4 • prap4rly 4t rlple alllnO. L•t•tlenf >le.,, ro, ,oro—t l,t4r•1 r•>tr•Int of web >"•11 e•v4 o 10A.—looe 5 R], 7 or R10. •f •pplle•ole. Apply plot" t4 eoen roto of trot po6it o '. M4`Jelnt D4tylfsun 406 netoo 4M4n6164. R•f•r to erw16 0 TSOAM2ler 6t•,e•rf plot• p401t1on9. nDS Alp;Z: • or ITS Solle l,p Coap1.. 6 Oro1e Int null ro or fo, lNle ror . •PP..tlen fr a...lnp. My'gllur• t eu11a tM er1,66 In eanror e•nc. dtA ANS1/7 1 t.ror ror Iu,Wllnp, onlppinD, n.t.11.tl•n . er•t,,,p •. tr,•.•. wl oe tAl• pr1.I,R w ewlpr p 0. Ilot1p 7h.tbl.ort111D. IrlpleoLo omfp{es4 of proffooltMl •11R 1nMrllqr..p.elolllq folly for tM .0010 fled. TTe wlt.Nlllty rs w of ti 1. .rrol,q r: fNy otr et .. 1• r.•Neelslllty of — 0.1 dill, 0 Igr por AQI/Tpl T S4e.2. AT Ai /t_ .S S •.n I ••G 1 ///111fl c'p` ONAL BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF HC -ENG KD/WHK SEQN- 736699 DUR. FAC . 1.25 FROM TH 6hS PACING 24.0 " JREF - 1 VZS408 Z04011mdo.FL 7237 FL COA 40278 ro tn46• •4e t.. For .•r. W-lootlon ... `nl. dee•. °4"4,•1 .I ALPINE: w4 •Ip,rolt4.to•, TPI. WF CA- .rp, a .:6 pop* — ..pt.,,p,..try.te.: ICC. ..r..orp illiam H. Krick Lic. Number 70 04/07/2017 16006-7510 A ELEV. -- 2946 Gipper Gir. - Gib ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 R=89 U=0 40-22-10-11 2-1(-3 X20-4-0 04/U 1/LU I / L- 1-4-0--j 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 NINTIIIfT/NN Design Crit: FBC2014Res/TPI-2OO7(STD) µ %, PLT TYP. Wave FT/RT=096 096 /0 0 15 H: r /` TY:4 FL/ -/5/-/-/R/- Scale=.5"/ Ft. rARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWIN, 1% IWFOWTAWT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ; TC LL 20. 0 PSF REF R408-- 16440 Tru•». r.e.1r.. t r. 1n r•P .t„q` 1,.ro 11„R. ,",PPI, . 1n L.11InD •,w • -a. R.r.r <. rell er';SI (wnm,p TPI nCA)'ror r•cr o. 08 1 TC DL 7.0 PSF DATE 04/07/17 cro 1.<•n »Ium Cegaw s.ncT Inr•r..0», •y •ro P..eu Pr1 O »rfer•InR cn»• Iulecl•In Imt•11•H ,I,.1I w«I» t•.Per.rr •r—M p r SCSI. rore w11 "•"' PreP.rlr ' `•<"" .cr„<t r. 1 .». f"'"° "'° »tte. `;nre •""' "•'" • Propd, lr • ' R 19j. •IIb9. Loca len, slvn`r•r p•re•rwn6 ..t.r.l •Inc .r w., II N•"• --,.a lest...»` BC DL 10.0 PSF DRW HCUSR408 17097098 rI l A q, RT er RID. •s •f+PIICWI•. APPY plot,, ce - r•<e er arm, .ro P•,Itlo •, ,ne•n .N•.• n T0i7 1faII 11- 110 lM`;:Int D.<.II,. Inl... ro<•O . N• y L.. Rotor <..r••InG. ,60A-: rer .<b.re Pla. pe.I<len.. @ BC LL 0.0 PSF HC -ENG KD/ WHK VIII III==IIILYJrrr AIP"• • a1vI.1•n •r 1T1 WllalnD Ca+•Mnto Glop In< n•1l net P• r•,P•n•Iele for •ny 0•vl•clan Ir WslnW. •M1 r.I1w. t..I,11• trot „ 1n <enror..ro..ItN ANSI/TPI ,. •r rer "r,ellnp. MlWlrq. 4'\ ANITW MIWINY Imull•cl•„ • sr•c lnW •r cru,»,. I•.,' TOT. LD. 37.0 PSF SEAN- 736700 1 •n NI. Wr-mg .r ..YN P.W. II.TInW -0. Wr-Itio. IMI.— odddfH NI..f PrWf...l a1.1 MIWINMlong r.•Ps INl1Iq »I.1)/ ft, er.. ewl0l Y1w1. TN. .oI<IR I1Iq .r w N NI• Yrro1nR rer .o v.scl,r. 1• 1 OUR. FAC. 1 25 FROM TH 2401 Like OMP Dr., S U"' r 1.INlllq of w 0.1 ding D»IOw Mr AMsI TI 15•e. 2. I NG 24 " J RE F - 1 VZ 408_ 04 OfINdD.FL )283'7 For a• lnror. 1— s» cel, Joe P•rl•r.l ro , P.P. •ro t - we , I..,: 9. FL COA RD 279 AL INE ••• .1Plrolt..< TPI ••..tp1 WICA: ......<I„•u y <e•. ICC .... »r..erP illiam H Krick Lic. Number 70 61SPAC 0 04/U 1/LU 16006-7510 A ELEV. -- 2946 Dipper Lir. - nji Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 l T_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 Ib Conc. Load at 1.41 TC- 117.64 Ib Conc. Load at 4.24 TC- 231.93 Ib Conc. Load at 7.07 BC- 17.06 Ib Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 Ib Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) _ L.- 1-10-10---bj 9-10-1 Over 3 Supports R=318 U=143 W=4.907" R=68 U=22 R=331 U=64 23-10-6 3-9 14 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0 0) 15 QTY:2 FL/ -/5/-/-/R/- Scale=.5"/Ft. d AN ITW COM R+WY 24OOL2LeO WDr Style ISO O u&.F1 i2s1T FLCOAOD278 WARNING(" READ AND Fau01 ALL Nous ON THIS DRANIIIGI } '•; ' 411PO TANT•• FURNISH THIS ORMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trwx, r.eulr. e < r In r..rlc.<l,q. n.,,.11rq. .nlppin,. .n <.III.q .ne ° •eln,: A.r.r <e .ell o. q prtMbu.< Wlc ion efrDCSlo (Dull•Inp CoAn,r a S•f,[y Inforuclen. •y,PI n.. 1ICA)rfor P'_.' pr 1 s p•rfor•ln, w,• f,ne<.en, In>c•I I•r, ,n.ll pro c.•por•ry er.<.n, P•r DCSI. Un1,,, note• o ,, ItwChore •n•I I n... prep.rly . <.en.e . r., ,n••<.....1,,, .no W o. .-I. n... new . prep.rly . SY rl,l0 .Illnp. Lee.tlona anew.<ror p.r <r n. •<N.11 •r <.w„ •Il n or-. , In,<M.- S - e<..In ea s, or D,O. •, • ppUe••' u. Apply PI•<•, co been f•co or toms . e p•s.<,.^ .> s ww .°ova S O n. leln< D.<.n,. • 1.,, m<.e e<n..L.. R.r.r <. er•..n,. ,GDA_: for ,<. •.r• Pl.<. P•.I<lm,. @ Mpin•. • Olrl.,on or 171 Wll•lM C.00pwwn • Groy Int. shell no. e• r••pon,lel• ror •ny •.e l.<Ien rr •>i A • r_.ny hl1•r• W Wile <M < ,. 1n canfergnc• .Itn ANSI/7P1 ,. or for MMll,q, .nlpp l,q, l^ ....-on • er.e.n, or cr..•>•,. /• S >• wl M tNl. Orslry •r .w,•r P•D• II.<Ire "I. •r..11l,. Illel. .•..e•ll•• •r Prpr...I.rl.l .rglne.rinD r•.pwl.IDl l I<y .•1•ly ror W O.aOI YNs.. Tlr wlt.Ol l lel .r l.. N NI. OrsIM for .ers<w I• /- ONAL r..pwrlDlll<y •f cn• wll•ing DslOwr .•r ANSI/TPI , Se.2. 1'+=NyNI- r` I per •er. I^ror..<Ien - <nI„ee . ,•n.r•l no • P.,• "° N '•° ,Iw..,: ALPINE •lP._,<.. — TPI:.,..<pin.< or,. ;CA: ... ,m nm.•<ry. lcC: >.r•.er, illiam H. Krick Lie. Number 70 TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 16441 DATE 04/07/17 DRW HCUSR408 17097102 HC -ENG KD/WHK SEQN- 736706 DUR . FAC . 1.25 FROM TH 6S PACING 24.0" JREF- 1 VZS408 Z04 V9/VIILVII SUPPORT REPORT JOB DESCRIPTION: 16006 WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# PROFILE A01 30.000 4.000 WALL 0.000 20.333 1310 -311 A01 30.000 4.000 WALL 29.667 20.333 1310 -311 A02 30.000 4.000 WALL 0.000 20.333 605 -154 A02 30.000 220.000 WALL 11.667 20.333 2017 -458 A03 30.000 4.000 WALL 0.000 20.333 1215 -145 A03 30.000 4.000 WALL 29.667 20.333 1215 -145 A04 30.000 4.000 WALL 0.000 20.333 1215 -148 A04 30.000 4.000 WALL 29.667 20.333 1215 -148 A05 30.000 4.000 WALL 0.000 20.333 1215 -287 A05 30.000 4.000 WALL 29.667 20.333 1215 -287 A06 30.000 4.000 WALL 0.000 20.333 2643 -671 A06 30.000 4.000 WALL 29.667 20.333 2643 -671 801 12.000 144.000 WALL 0.000 20.333 1068 -240 B02 12.000 4.000 WALL 0.000 20.333 534 -122 B02 12.000 4.000 WALL 11.667 20.333 534 -122 001 12.000 144.000 WALL 0.000 10.000 1056 -132 0O2 12.000 8.000 WALL 0.000 10.000 530 -66 CO2 12.000 8.000 WALL 11.333 10.000 530 -66 CJ1 1.000 4.000 WALL 0.000 20.333 201 -56 Cil 1.000 1.500 NAILED 1.000 20.333 9 -10 1. 500O----1----------IED- 1.000 --20_889--------------36------34--------------------------------- YJ ;Y/ .000 4.000 WALL 0.000 20.333 222 -45 d• c- CJ3 = 000 1.500 NAILED 3.000 20.333 50 0 3 y f^ f1> p G•T 0 1.500 NAILED 3.000 21.889 59 --------------28 S- ---------------------------------------------- ---------------------------------- In.Z • ' . VD0 4.000 WALL 0.000 20.333 288 -51 r Cq; jP00 1.500 NAILED 5.000 20.333 89 0 00----1.500 NAILED 5.000 22.889 116 -54Klanj - .•.---------------------------------------------------------------------------------------------- rj oI.000 4.000 WALL 0.000 20.333 360 -61 0 3 9 EJ7 ' 7.000 1.500 NAILED 7.000 20.333 127 0 7.000 1.500 NAILED 7.000 23.889 169 -81 OJ - ----------------------------------------------------------------------------------------------------------- 01 29.875 7.250 WALL 0.000 10.000 330 0 F01 29.875 287.000 WALL 5.958 10.000 2942 0 F02 29.875 7.250 WALL 0.000 10.000 596 0 F02 29.875 6.000 WALL 11.271 10.000 1812 0 F02 29.875 7.250 WALL 29.271 10.000 952 0 F03 22.135 7.250 WALL 0.000 10.000 211 0 F03 22.135 8.000 WALL 5.271 10.000 1623 0 F03 22.135 3.000 HANGER 21.885 10.000 818 0 F04 22.135 265.625 WALL 0.000 10.000 2413 0 F05 23.063 6.000 WALL 4.458 10.000 1564 0 F05 23.063 7.250 WALL 22.458 10.000 992 0 FO6 23.063 8.485 WALL 4.793 10.000 1602 0 F06 23.063 7.250 WALL 22.458 10.000 964 0 F07 23.063 6.000 WALL 5.958 10.000 1705 0 F07 23.063 7.250 WALL 22.458 10.000 893 0 FOB 16.604 7.250 WALL 0.000 10.000 899 0 F08 16.604 3.000 HANGER 16.354 10.000 913 0 9 F09 16.896 7.250 WALL 0.000 10.000 853 0 F09 16.896 8.000 WALL 15.271 10.000 982 0 F10 16.896 7.250 WALL 0.000 10.000 848 0 F10 16.696 8.000 WALL 15.271 10.000 1008 0 F11 11.771 7.250 WALL 0.000 10.000 647 0 F11 11.771 6.000 WALL 11.271 10.000 634 0 F12 11.875 7.250 WALL 0.000 10.000 333 0 F12 11.875 8.000 WALL 5.938 10.000 653 0 F12 11.875 7.250 WALL 11.271 10.000 297 0 F13 11.875 79.250 WALL 0.000 10.000 1367 0 F13 11.875 7.250 WALL 11.271 10.000 641 0 FA FA 2.396 2.396 7.250 3.000 WALL HANGER 0.000 2.146 10.000 10.000 132 118 0 0 FG1 16.865 8.000 WALL 0.000 10.000 4186 0 FG1 16.865 4.875 WALL 16.458 10.000 4046 0 FG2 13.271 7.250 WALL 0.000 10.000 2630 0 FG2 13.271 6.000 WALL 12.771 10.000 3007 0 HJ7 HJ7 9.837 9.837 4.907 1.500 WALL NAILED 0.000 9.837 20.333 20.333 318 331 143 64 HJ7 9.837 1.500 NAILED 9.837 23.867 68 22 Omar-• * .. hj yG3 CP zS 9 I O J J O00 P Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orl 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Or: 120 mph Vind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 On 100 Ptah rind speed, 30' Mean Helpht, Portialty Enclosed. Exoosure D. Kzt = 1.DD S 2x4 Brace Goble Vertical Spacing ISpecles I Grade No Braces 1) 1x4 •L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 •L' Brace (2) 2x6 'L' Brace as Group A Group B Group A J USPF O 61 u FHl 111 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' doubled when diagonal p3 3' 10' 6' 2• 6' 7• 8. 1' 8' 5' 9' B. 10' 0' 12' e' 13' 2' 14' 0' K14' Stud 3' 10' 6' 2' 6' 6' B' I. 8' S. 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 1B' X Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' l0' 14' 0' BI brace Is used Connect SP DFL 4' 2' 7'0'7' 3' 8' 3' e' 7'9' 10' 10' 3' 13' 0' 13' 6' 14. 0' M2 4' V 6. 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7• 5' 11 • 7' 5' 7' 11 • 9. 8' 10. 1 • 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' D. 5' 7' 5' 11' 7' 5• 7' 11' 9. S. 10' 11 Il' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10' 9' 6' 1D' 3' 11' 0' 13' 11' 14' 0' U Q1 1 U O SPF flu F 111 / #2 4' 8• 7. 11' 8' 3• 9' 4• 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0• 14' 0' B3 4' 5' 7' 6' l 8' 3' 9' 3• 9' 7' 11' 01 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7. 6' 8' 0' 9. 3' 9' 7' 11' 0' I1. 6' 14' 0' 14. 0' 14. 0' 14. 0' Standard 4' 5' 6' S' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' SP DF B1 4. 10' 8. 0' 8. 4' 9. 6' 9' 10' 11' 3• 11' 91 14' 0' 14• D' 14' 0' 14. 0' 02 4' 8' 7. 11' 8' 3' 9' 4' 9' 91 11' 2' 11' 7' 14' 0' 14. 0' 14' 0' 14' 0' 3 4' 7• 6' 10' 7. 3• 9' 1' 9' 8' 11' 11 11' 6' 14. 0' 14' 0' 14' 0' 4705 Stud 4' 7' 6. 10' 7' 3• 9. 1' 9' e' 11' 1• 11' 6' 14' 0' 14. 0' 14' 0' 14' D' Standard 4' 5' 6. 0' 6' S' 8. 0' 8' 7' 10' 10' 11' 6' 12' 7• 13' 15' 14. 0' 14' D' d LD X d U O e t SPF LJHl F p1 / 02 5' 2' a. 9' 9' 1' 10' 4' 10' 9' 11' 21 12' 9' 14' 0' 14' 0' 14' 0• 14' D' 03 4' 10' 8' 71 8' 1l • 10' 2' ID' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8. 7• 8' I1' 10' 2' 10' 7' 12, 2' 12. 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' 11• 10' 71 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' SP 1DFL MI 5' 4' 8' 10' 9. 2' 10. 5• 10. 10• 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' N2 5' 2' 8' 9• 9' 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' D' 113 5' 0' 7' 10' 8' 4' 10' 3' 10' e' 12' 2' 12' e' 14' D' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7. 10' 8' 4' 10' 3• 10. 8' 1 12' 2' 1 12' 8' 14' 0' 14' 0' 14' 0• 1 14' 0' Standard 4' 10' 1 6' 11' 7' 4' 9. 3' 9' 10' 1 12' 2' 1 12' 8' 1 14. 0' 14. 0' 14' 0' 1 14. 0' 04/07/2017 Bracing Group Species and Grodesm Group A: S race -Pile -fir Hen -Fir N1 / 02 Isiandard1 02 1 Stud N3 I Stud 1 1 *3 Istandord Douglas rir-Larch Southern Pine 03 03 Stud Stud Standard Standard Group B: Hen-rlr 01 t Btr NI Dou as rir-Larch Southern Pine a NI NI N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11valuesnoybeusedwiththese1nodes. Goble Truss Detail Notes: Viol Load deflection criterion Is L/240. Provide uplift connections for 100 pif over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' D' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nln) molls. IE for (1) 'L' brace, space nails at 2' O.C. in 18' end zones and 4' O.C. between zones. K)IEfor (2) 'L' braces. space nulls of 3' O.C. M 18' end zones and 6' oc. between tones. L' bracing mut be o minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Lenoth No Splice Less than 4' 0' x4 Greater than 4*'. but 3x4 less then 11' 6' Greater than 11' 6' 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this deta*. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 Jynn Abouts able Truss Diagonal brace optloru Tverticallengthanybe doubled when diagonal 1B' X brace Is used Connect L diagonal brace for 525* at each end. Max web Brace total length Is 14'. 1 M 31E 2x6 DF -L 42 or better diagonal Ir t Vertical length shown braces single B, In table above.or 45' double cut as shown) at Liml1 upper end onttnuous s I 11 Collect dog.-rdt midpoint of vertical sea Refer to chart above a UK SLMAWTIWMIANTrMTMSMWDDGTToLALLKM11IMIDDIG C UMALLERi C JvG •.•`- Tru[[e[ r WAI. a.trene caro h fabrk.11me, MndIng. shippbe. butslUng all brachia Ref- to Oar r eat ytaloatheIwteetrationo KSI tBlAtlemp component Safety Iall P, - an, by ar are S inpriortorhinpInstalledtheprevMetenmporary par w eQ, 00practices area all lIll- ovetae. me andlive[i noted otmarwW, top [Imartl [lull move properly attached structural s/rathmMp all Oot1M d i r shall hast a property attached ceshp. Locations shown for permanent lstedl restraint of KSt O 11111I\Vv111 Of (1 Ciropop ar,Install"ss per sectionsWUlustandoft In *1 or, *10. as applicable.no Apply plates to MMOfvu[[ all pasnlon 0[ shown mese ero on the Joint Betas. wlf:s /ate* Ot/rrwlsf. Refer to dra.rmp: IMIA-2 for storeard plate posltfons. S T Alpine, a dMsWn of IN bAdit Components Group Inc. shat not hr responsale for any devbtbn Q AN ITW COMPANY this draarmg, any fa*.re to ImAd the truss ll, conformance with NISI/TPI 1, or for handling, shvppinp, installation trusses yf`Y Ia•- bracing of A seal an this drowhg or cower Pape Usting ilea droalpddrmstes sccepta * of po ersMe FCfff~a•.• ••' R 13723 Rivalpon Drive fnp rerNp responslAty soWy for the design Shawn The wtaaoty, elle use of that alma t) V u 0s1Ae200foramidrape+ 1s the resPwhsiousY of the taAdhg owswwr per NGUIPI 1 Seca. 17 Maryland Heights, MO 03043 for mere Infnrnatien sae this pig's general rotes page and those web elten ALPINE- wwwalorwnw.con; IPI- w..Aprmit.arpl SKA, swesecrdustry.cew ICG ...Jccsofenrp 04/07/2017 Bracing Group Species and Grodesm Group A: S race -Pile -fir Hen -Fir N1 / 02 Isiandard1 02 1 Stud N3 I Stud 1 1 *3 Istandord Douglas rir-Larch Southern Pine 03 03 Stud Stud Standard Standard Group B: Hen-rlr 01 t Btr NI Dou as rir-Larch Southern Pine a NI NI N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11valuesnoybeusedwiththese1nodes. Goble Truss Detail Notes: Viol Load deflection criterion Is L/240. Provide uplift connections for 100 pif over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' D' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nln) molls. IE for (1) 'L' brace, space nails at 2' O.C. in 18' end zones and 4' O.C. between zones. K)IEfor (2) 'L' braces. space nulls of 3' O.C. M 18' end zones and 6' oc. between tones. L' bracing mut be o minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Lenoth No Splice Less than 4' 0' x4 Greater than 4*'. but 3x4 less then 11' 6' Greater than 11' 6' 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this deta*. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 T RelnFo Monk Go Tr Gable Detail For Let -in Verticnls ate ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design For peak, b, and heel plates vertical plates overlap, use o to that covers the total area of lopped plates to span the web. ei 2X4 2X42XB rrovide connections ror upurt specirted on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallss 10d Common (0.148'x 3.',min) Nails at 4' O.C. plus 4) nails In the top and bottom chords. Toenalled Nails - 10d Common (0.148'x3',min) Toenails at 4' O.C. plus 4) toenails In the top and bottom Chords. This detail to be used with the appropriate Alpine gable detail For ASCE wind load ASCE 7-05 Goble Detail Drawings A13015051014. A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11D30051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENCI01014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENCIOI014, A14030ENC101014, A16030ENCI01014, A18030ENCI01014, A2003DENCI01014, A20030ENDI01014, A20030PED1D104 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, S10015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC1D0815, S1203DENCI00815, S14030ENC100815, S16030ENCI00815, S18030ENC100815, S20030ENC100815, S20030END100815, S20030PED100815 See appropriate Alpine gable detail for maximum unrelnfor Iwg vertical length. sM H. %'_... T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nag - Or - End -noir To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 'L Examples 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11. 2' 04/07/2017 a WARNINtiws READ AND FOLLOW ALL NOTES W THIS DRAWING aTWORIIANTaa rIRNIS)( THIS DRAWM TO ALL CONTRACTORS INCLUDING 716 INSTALLERS. jrr. tl i T.i V % If. REF LET -IN VERT T-6- -cl L f e.trene Care H FabrNalft, handing, shipping. Installlne and bracing. Refer to a s* e• sald. the laust fmuon or cell (euldip component safety Inrornotlon, by rel ow setip for safe 0 708 1 . DATE 10/Ol/14 prvC"ces prior to perrorNng these functions. Installers shall provlde temporary wacbmp per IC$ Lwnoted other.-, top Chord shell rove propomy attached structural sheathing aro bottom or i) DRWG GBLLETIN1014 fl f T11-- IILII IUI\\ VVI11111' f-_= sHall have a properly attached rigid coking Locations shown for pernanent lateral restmint of J or g.t as applICAkAt. Appy plates to each tohaveoroclnginstalledper00CmediansUlfpftrussandpaflibnassheenOoowandontrrJdntD/taks, uN1ss noted otnfr.lse. ofRefer to dra.ings 1601-2 for standard pate O ip"Itlons. lN COMPANYw' AN flMPANY Npin o mrlsbn of 13v Group, Conponents Gro.Inc shou not be responseye for any deviation f flys dre.irmp, any folhro to "a the truss In confornance elth ANSVTPI 1, or far hond0p, ah'pp.p, Matalletbn a bracing of trHssos. f a`a.. .• s'`4 MAX. TDT, LD, 60 PSF A sew an this Wowing or Cover paw Ibtimg thia 401,6 , 61as acceptance of woressblal e+ssiverisg M[perialbty solely for the desmon shown. Trr atalTalty and use of this tra.ip Q u DOR. FAC. ANY13723RivarponDewe Suits 200 for any ftiYCNe'e N the nspombuty Of will NdV Dfsbrmfr per ANSVIPI 1 Sfc2. EN 41yy . ' 17 Mand Heights, Ma 03043 for wore Info,F tion nimfe this )ob'c panoral notes page and those ask, aIle*. ALPINE, ....wp.t..00h) TPD www.tphst.orgi SDCM .ww.sbciwusvyorgi ICC, wbeICCwff.or'p AX. SPACING 24.0' 04/07/2017 CLR Reinf'orcing Member Substitution T-Reinforcerlent This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on n truss design but an alternative web L-Reinforcerlent: or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement 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 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60 T -reinforcement, L -reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either, side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scabs) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab 0410 /12U I I a.WA004LM NO rMADW N.L NOTES Dr 11132 M%WDO11raFI f' V - `c •.; TC LL PSF REF CLR Subst. aaD"TN/Tu rUNW4 "ITS DMVDG ID ALL CMMCMK IMMUDUG THE DK ALMIS DATE ]0/0]/14Trssesreq.Ue eat—we ca" M fabrleatep. h&fMVG. 0*9Yp6 IMSU" aro br Cwo Rarer t0 0. %8 TC DL PSFratio. aro utast ec tion of "CSI (werq Component Safety Wonotura by TPI aro SKA) For safe" procticrs prior to perftrwlrp these ruction& Installers shall provide terporarY bmchng per WSL DRWG BRCLBSUB1014Wassrotesothrr.lsr, tap chase shrR nave properlY ettachee str.cural nraHirp ane button S BC DL PSF rT 1 Q E no11 have a properly attached rtye celbp Lo[atlons cram Nor pernenent to terol restraint of nen .ss A pose ion assllecl per above and on RL J or no, as unlessoppikanole. dot pates to each racofvinesebrcftin as sfn.n alwe aye or vie Joint D O. 9 woks rotes 0y PIOUse. c T O @ BC LL PSF Ill r 111. 11 Refer to ara.eps 16011-I for stanesre pate Positions. t( eyti A4; AN I1W COMR4NY a a,1130n of 1TV &&sap Conpaients fivap Inc. sMn rot to respor uNe for anY eevmtun f rp. any five to ase the truss in conforrrrce .1v, WSUIPI 1. or for handerp, srippeip. Inst notion L braC.p of truss&[. Q e 1 •••••• fs TOT. LD. PSF DUR. FAC. A= sin this rla.Yrg or cover pope Usurp His d-.ap• e.icates acceptance or proressbnl ty for the rsTpn The st/toWty ane use of this era+hp 1 1JIO'Y`' 13723 Rlrerpon Drove mew r.spens- solely sh000t f(r arg svnctve 1s the respo.sIM" of Hr wb1R Drslper per ANSI/TPI 1 Sect I17 PACING Sw1e 200 Morylaro Helpho, MO 03x3 Nor wore inforxtlan z» tis pb'9 ReS rote. p0e ane Hes. rob sites. di.P1Kr ..e alp.hette.comh 1Ph ee..tpaKt.aryl sRG1....se[harstry.orpr ICG ..elccs.frorp M Jf Vr' 0410 /12U I I Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Drt 120 nph Vind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt 1.00 Ort 120 nph wind Speed. 151 Mean Height, Enclosed, Exposure D, Kzt is 1.00 n-. thin __ut..d e..nnw1 tS• the.... rintnw4 Pnr.4Mllu flnrintad. rnnnn.re D. Ifit o 1.DD Bracing Group Species and Grades - Group A: S rue-Pineweir Men-F7r s1 / 02 istandarl i • StW Stvd •3 Stondo d Dou los f7r-Loeb[ Southern Plne-- 63 •3 Stud Stud Standard StoMord Group Bt Men-rlr aaB:r 1 Dow as hr-Lorrh Soutnern Plne••• 01 L. w2 •2 1x4 Draces shall be SRO (Stress -Rated Board). For 1x4 So. Pine use only Industritl 55 or industrial 45 stress -Rated Dooms. Group O Gable Truss Detail Notest Wind Land deflection criterion Is L/240. Provide uplft connections for 55 plf over continuous bearing (5 psf It Dead Londa Goble end supports land few% 4' 0' outlookers with 2' 0' overhang. ce le plywood overhang. 2x4 Brace Gable Vertical pacing ISpecles I Grade No Braces 1) 1.4 •L• Brace a Group A Group B W 2x4 •L• Brace (2) 2x4 •L' Brace ax (1) 2x6 •L' Brace (2) 296 •L• Brace NO Group A Group B B Group A Group B Group A Group B C1 J O U SPF H F RI / R2 3• te For (1) 'L• brace, space nags at 2' ac. 7• rGrojupAGroup f0' 8• 3. 6• 0' 1 0• g3 4' V 6. 7• 7' V e' 6• e' 10')0' 6' 13' 4' 13. 10' 14' 0•14 0' Stud 4' 1' 6' 7' 7. 0• e• 6'B' 10' 10. 6' 13' 4' 13. 10' 14' 0' 14' 0' Standard 4' I• 5' 8' 6' 0' 7. 7• B' V y 1' f0' 6' 11' 10' 12' B• 14' 0• 14' 0• SP DFL ill 4' W 7. 4' 7' S. e' 8' 9. 0' 10. 4' 10' Cr 13' 8' 14. 0' 14' 0' 14' V 02 4' 3' 7' 3' 7. 7• 8. 7' 8• il' 10' 3' 10' 8' 13. 6' 14. 0' 14' 0• 14' 0• 43 Al' 2' S. 0' 6' 4' 7' ill B• 6' 10' 2' 10' 71 le 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4• 7. 11' B' 6• 10. 2• 10' 7' 12' 5' 13' 4• 14. 0' 14' 0' Standard 4. 0' 5' 3' 5' 71 7. 0• 7. 6• 9. 6• 10, 2• 11' 01 11' 10• 14. 0• 14' 0' U P_ L 0) 01 U O SPF H F ill / 02 4' It' B' 4' 8. 8' 9' 10' 10' 3' 11' 8' le' 2' 14' 0' 14' 0' 14' 0' 14. 0' d3 4' 8' e' 1• e• B• 9•a, 10' 1' 11' 71 le, 1' 14' 0' 14' 0' 14' 01 14' 0' Stud , 8' B' 1' a• 6' 9 B' 10' 1' 1!' 7• 12' ,• „ o• 14' 0' „• 0' l,' o• 0Standard4' 8' 6' 111 7' 5• 9' 31 91 II' 11' 71 12' 1' 14' 0• 14. 0' 14. ' 14' V P DFL Y1 5' 1• B' 5' 8. 9' 9. 111 10' 4' 11' 10' 12' 4' 14' 0' 14. 0' 14. 01 14' 0' 42 4' 11• 8' 41 8• B' 9. 10• ]0' 31 11' e• 12. 2• 14. 0' 14. 0• 14' 0' 14. 0' U3 4. 9' 7' 4• 7. 9• 9. 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' Il' e' 12' 11 14' W 14 0' 14' 0' 14• D• Standard 4' 8' 6' 5' 6. 10• 8' 7' 9' 2• 11. 71 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' C5 LD X d U O 1CU i SPF H F 1 / 02 5' 5' 9. e, 9.&1 10' 10• 11. 3' 11' e' 13' 5' 14' D• 14' 0' 14' 0' 14' 0' 03 51 1' 9' 0' _774-7- 10. 8' 11. 11 12' 91 13' 3' 14' 0' 14. 0' 14' 0' 14' 0' Stud 5' 1' 9' 0' 9. 4' 10, 8• 11' 1' 12' 9' 13' 3• 14' 0' 14' 0• 14. 0' 14. 0' Standard 5' 1• 8, W 8' 6' 10• e' 11' 1• 12' 91 13' 31 14' 0' 14. 0' 14' 0' 14. 0' P DFL al 5' e• 9' 3' 91 e' 10' Il' Il' 4• 13' 0' 13' 6' 14' 0' 14. 0' 14' 0' 14. 0' M2 9' 2' 9. 6' 10' 10' 11' 3' 12, 11' 13' 5' 14' 0' 14' 0' 14' 0' 5' S' 14. 0' tl3 5' 3' B' 5' 9' 0' IO' 91 11' 21 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' Stud 5'18' S' 9' 0• 10' 9• 11' 2' 12' 10• 13' 4• 14' 0' 14' Co 14' 0' Stnnotord 5' I7, 5' 7' I1' 9• ll' f0' 7• 12' 9' 13' 3• r 4' 0' 14' 00 14' 0' f Bracing Group Species and Grades - Group A: S rue-Pineweir Men-F7r s1 / 02 istandarl i • StW Stvd •3 Stondo d Dou los f7r-Loeb[ Southern Plne-- 63 •3 Stud Stud Standard StoMord Group Bt Men-rlr aaB:r 1 Dow as hr-Lorrh Soutnern Plne••• 01 L. w2 •2 1x4 Draces shall be SRO (Stress -Rated Board). For 1x4 So. Pine use only Industritl 55 or industrial 45 stress -Rated Dooms. Group O Gable Truss Detail Notest Wind Land deflection criterion Is L/240. Provide uplft connections for 55 plf over continuous bearing (5 psf It Dead Londa Goble end supports land few% 4' 0' outlookers with 2' 0' overhang. ce le plywood overhang. 04/07/2017 lt MRAttocn •L' braces with 10d (0.128'3.0' nMs. te For (1) 'L• brace, space nags at 2' ac. able Truss In IB' end tones and 4' ac. between zones. 1[tb'or (2) 'L' braces[ space naffs at 31 ac. Diagonal brace option InIn 1B' end tones aril 6' o.c. between tones. vertical length nay be doubled when dbgonal IB' W L' bracing rust be a rkdnun of BUZ of web brace Is wsed. Connect L nenber length dagoral brace for 4500 t t [ L' Gable Vertical Plate Sizes at oath en(a Max web t0 Br ce total length It 14• 1K1 Vertical Le to Mo S lee 2x4 DF -L e2 or Less than 4' Ir 1X4 rX 2x3 Relater 4' 0' 1 3x4 better diagonal 711 r' than Vertical length shown braces single 8• In table above.= i 45' or double hit as shown) atL 1 Refer to connon truss design for f upper !721 peak. splice, and heel plates. f 17777 ontLnunta a, ,4 for costionsRefertotiebAdigconditions teeorxct dopona at Refer fql length. not addressed by this dltaQ. nklibialint of verttcat waw to chart above y SWAMtamw KM AND rMMW ALL WOKS a TIS IKvlle REF ASCE7-10-GAB14015 mnl lmit" rum=" TTMIMIWI G in ALL m1111I C7Qi INCLUU16 71C MIAtLai iq YstallY.p W dycwp QHar to Q: 4 Truara r's0&* ire Care fwbtat+, he•xsM •h*ptro. g pnent Safety lnforro%b,6 by IN tud SYwt for saferam. be [steal rdebn of Wil ([inkinLlw 0.708 i t DATE 10/01/14 pr%cucra prOr to Prrlarrilp tlMte frrnctlal,< 1•dnaurrs shall provYs t tparary tlrab^0 par ICSI i s DRWG A14015ENC101014ernrotsother.) -e, top dare Mau tree prwpsrly attached ate twMl sheabd•q W battaw u hall have a property attached end Ming Locatians Morn for ION nent tatenl t train+ of wn Irve bracbv .tstan" QESt ..c m. a3. •y ar Ila at .ppae.eb. Appitt watts to Nes f a D C per I W pOM1101%Ifit as Mw... ahaar W te >~ ions[ btaa..rd.aa rotwd wtrrrahe. Refer n drasYlps 16brI her atatldarA watt positions. S T O lspwv. a W!'sdn of ITV QWdina Corporentf Growp km shall rot be responi to for any devbtion f for Uip1114 9O''s / •/hi yl 1ANITWCOMPANYstonfertrncrsnhA= -'IPI L W tr"LYta. this drtwtp, WV faft" u std the buce r MAX. TOT. LD. 60 PSr 13723 RiveMon 01 h too on tty amsing to ratan pp Ibtp petw.ee-[beathi.dwaps•td1• at: a1es acnptarwe othisMr ssS ON A ISSu18200 M•pforanqstyvrLeebbe Wa Pao NGIArl a Let 17 Maryland Maiphts. MO 036/3 re, -err wiwviatbn "a this ja's pnrrai rotes pPe0a• W theaa, era ands KPM aauWeMwctxu T a aw.twn-ta'91 SL• arasacinWBU y.or0r me- wwxvmreop AX. SPACING 24.0' 04/07/2017 RIGID INSERT DETAIL - REINFORCEMENT FOR HIGH STRESS COMPRESSION JOINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75% OF THE ALLOWABLE COMPRESSION STRESS PER TPI I SECTION 7.3.9.2 OPTION #I: APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF I' AND SECURE IN PLACE WITH A KEEPER NAIL. KEEPER NAIL IS TO BE SIZED AND SPACED TO AVOID SPLITTING OF THE LUMBER. i 1e0" MIN. 0 0 o KEEPER NAIL RIGID IN RT JOINT LOCATIO OPTION #2: APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END. 0 0 0 RIGID INSERT WITH JOINT RIGI INSERT A MAXIMUM OF LOCATION 111"^'" aye 5% SLOTTED (VOID) P••N. /(%,, AREA. savAlb/D6ts. Run NO rML711r ALL NO= Of TMS nRAvnf• TM. WMTAMT.. rLWSM naS OUVW TO Au CWRACTMS MUDD6 M oaLCRs t, F . f TC LL PSF REF RIGID INSERT DATE 10/01/14 Truss" rt" a tatrom cart in faarlLatYp, hardhp. sl ppeey WtallYeg .nd arocVep Refer to aIt falo. the moat atlHlon o tCSi tnuautp toegorrnt Safety inforrotlan ey TPI and S1CA> far sa. G, TC DL PSF practices prior to p rrar..eg Chest lunotWM. installers Shall prawltlt tergarary WaLY1R ploy K, uv"s rated other.tse, top chord shall hard properly attached .truClWal Sh athMg o .or or, 1 BC DL PSF DRWG RIGINSRT1014Shallhaveapoapeyattach" rlpb catlnp Locatbns sho.n for ptrmmnt lateral restraint of Ia t i I111L (] FSALP 17 or beta as Wiesapplice le. ha Appldot poses to .ocho trues ord position as anon obova aryl an t1v JOMI Dames, unit" roue othertne. of,t law pose installed per RCS. and on the Rtes to tra.mts 160-2 for Storm," plata Position& ay ' O BC LL PSF rrw COMPANY Alpin. a m 10on of ITv beAalhg Co/garoASS Grolm Inc. shat not of rasPwlalla for any davlasan r fall the trues h ANSI/TPI 1, or for hor.Avq, cnlppYlp. b /C /t vy TOT. LD. PSFAhltNstlr..Uep, any to "d conror once with twta L bracag or true.". 1 ••• u. ••' A\ 13723 RMtrpon Dnw A S"1 on IM d-avft a cows pact Itrtbrp INS dm!;: . fat" ars.ytan of proftssltral rr.ponaletlty .owy ror w ae.lgn sleo.n Tat wt.outy .ra use of tiro era.ep u u/QJU Q`.`' OUR. FAC. Suit M ryra.rrp for arty rtr.ct.re Is oho rtspare+Uq .1 the bVip grit - per ARSWIP1 1 SacB r' 7 Maryland Heights, MC, 03043 rw rare t,rorrotlon ate two job-* oeha,,e rotes pat• ora th te no 0190PACING ALPINE....41peetH..com 1P6 ..a.tp'st"ll, SbCN va.sbcty ntryore, ISG ..eAccsaft.orp elm W:RJ 04/07/2017 NOTE: Details 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK V/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRDNGBACK BRIDGINGTOGETHER 4' 0• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' D.C. NOTE: IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRDNGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRDNGBACK TO OWEBW/ (3) 10d COMMON 0.148'x3') NAILS OR\ 4) 10d BDX/GUN \ . STRDNGBACK BRIDGING SPACING REQUIREMENTS Up to IV None reqwired IV to 20'1 ros (it center of N 20' to 3 2 rays 0 at etch UJ Ponts1 30' to 0 3 rot's (I at each IA paintU Byer 40' Space rens at IV ocPont_s) mo -All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting In an overall increase In -the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) mo -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). H. STRDNGBACK BRIDGING ATTACHMENT ALTERNATIVES:•••••••.:,1 p '/r WARNNIfs.s READ AND 111L. ALL ND1ES O, IVIS ORAVITli • - TC LL PSF REF STRDNGBACK a1hdORlAlli.a fUMISN THIS DRAWING TO ALL CONTRACTORS INCLUDING TIQ INSTALLERS : ' Trusses requre ea vena core N i.Drl[a tag. handling, Safetystye of Installing and brae.g Refer to 0cloythelatestedtlanofSCSItDvnohgConponemtSafetyInForrotbn, by TPI and SeeA> far .afar = o. 08 1 s TC DL PSF DATE 10/01/14 practices prior to parfornFp these evictions Installers shall provide temporary tracing Per RCSI. uness noted btner•lse, top chord snaN neve properly attached Str.ctwot sneatwo Ino botten c BC DL PSF DRWG STRBRIBRIO14shallhawapropertyattachedytdc11naLocationssho.n for pernonent lateral restrellt of _ shell Mw and pop Instated per above and oz D3. 17 or 110, as oppllt no d Ott poles to each fec , - O lull\ vll of truss area gasman az dshobnPer above ow on ane blot D taas, vsess noted olherdsa S T C) Q $C LL PSF INfer to dr..ings 16CA-2 for standard plot& posnions •, r, Alphe, a dvlsten of ITV w.ldvng Components Inc snail not be responsible for any deviation fro '% . /-/ TOT. LD. PSF AN RW COMPANY tNs tlre.lnp, ant• !.&lire to add the truss N conrorwnce arch AN I/ I, or fw handling, shopinp, •ayl . • 1e a••_\ Install. tan t bracbp of trusses ... A seal on (lis dit*V or cover page 1120V tlis Oft -Ing. bd[stes acc&Ptan[e of professlw;al /t 13723 Riveipon Drive enoln"rig responsibility Seely far the drags sho.n The wtabUty and use of this droeeg SS I IVl11. g1 DUR. FAC. 1.00 Sde200 for any structure Is the respensIbi0ty of the MAdng Designer per ANSI/TPI 1 Seel. Maryland HetpNs. LIO D3013 ror rare In£ornation see this job's general rotes peps aro these .eb ails. '17 SPACINGALPIhE....ntple.t..conl TPI, •.. tpinstag; SKA, ....aidMusl'yorgl TCC....Jccs&Feorp 04/07/2017 RECORD COPY City of Sanford Building and Fire Prevention Product Approval S 3«Dinc Permit # 1 7- 1 1 1 6 SANFORD Project Location Address. 2444 99 Gi ification Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Plastpro, Inc 8'0" Non -Impact Opaque Fiberglass Door FRONT DOOR LOCATION FL# 15213.37 Swinging Plastpro, Inc 8'0" Non -Impact Glazed Fiberglass Door REAR PATIO LOCATION FL# 15213.27 4/33• Z Sliding MI Windows & Doors 4 -Panel Sliding Door FL# Sectional Amarr 10'-16' Gara a Door FL# 5302.14 Roll U Automatic Other 2. Windows Single Hung Silverline Extruded Vinyl FL# 19715.1 Horizontal Slider Silverline Extruded Vinyl w/ Nailing Fin FL# 14994.1 Casement Double Hun Fixed Silverline Picture Window w/ Nailing Fin FL# 14918.2 Fixed Silverline Picture Window FL# 14918.8 Awning June 2014 Pass Through Projected Mullions 6et- Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardie HardiePlank Lap Siding FL# 13192.2 James Hardie HardiSoffit Panels FL# 13265.1 Soffits Aluminum Coils, Inc Aluminum Soffit FL# 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GAF Fiberglass FL# 12194.1 Underla ments Interwra , Inc Rhino Roof FL# 15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive June 2014 Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals MMI -2 Off Ridge Vent FL# 16568.1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Simpson Strong -Tie META 16 FL# 11473.9 Simpson Strong -Tie H10 FL# 10456.3 Simpson Strong -Tie H10-2 FL# 10456.3 Simpson Strong -Tie H2.5 FL# 10456.3 Truss Plates MiTek MT20 FL# 2197 Engineered Lumber Boise Cascade Laminated Veneer FL# 1644 Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete 4,6,8,12 inch wide FL# 158 Insulation Forms Plastics Applicant's Signature Applicant's Name Please Print) June 2014 2/15/2017 Florida Building Code Online MIA DCIS Home Log In User Registration Hot Topics Submit Surcnarge Stats S Facts Publications FSC Staff SCIS Site Map Links Search b a 1 r Product Approval I y USER. Public User Pmdurt aDoio• if Menu > Mod,.rn -Ir Searcy > , :)01iCDa)n •_ st > Application Detail FL aY FL15213 R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969.9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies 00 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of 1NDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/1.5.2/NAFS 2002 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 htlpsJtwww.noridabUlding.orgfpr/pr app O.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBC?/o3dgo3d 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I. Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 d Page 1/ 2 0 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 FLIS213 R2 li Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 1I Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 RZ AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 RZ 11 Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FLIS213 RZ AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.5.odf htlps:I/www.nondabuilding.orgfpr/pr app dtl.aspz?param=wGEVXOwlDgv3yWKJZIQRC3FgPGdg9zlTp%2bKNJ2OgENbwwgYlOnaBO%3d%3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FUS213 R2 AE Eval 15213.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLtS213 R2 AE Eval 1S213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FLIS213 R2 AE Sial 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 It Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213. l t.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 15213.1.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htips:pwww.floridabuilding.orgrpr/pr app dll.aspx?param=wGEVXOwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 3/5 2/15/2017 Florida Building Code Online 15213.12 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Sial 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Gram/Rustic/Mahogany Series N utilizing 'Up Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.Odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Sial 15213.16.odt additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO Fiberglass Door - Configuration) Limits of Use Installation Instructions htipsl/www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 4/5 2/1512017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FLL5213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidellte 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 FLIS213 R2 II Inst 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page (D © O Page 1 / 2 0 m Contact Us :: 2601 Blair Stone Road_ Tallahassee FL 32399 Phone: BSO -487.1824 The Slate of Florida is an AA/EEO employer. Copyright 2007-2013 Slate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please mntaU 850.487,1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emad5 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 pudic To determine if you are a licensee under Chapter 455, F.S., please click here ,-. Product Approval Accepts: El P-50 ~—tel M Credit Card Safe hitpsJ/www.noridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3F9PGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 5/5 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product hos been evaluated and Is in compliance wilh the 5th Edition 201 4) FloAdo BuAtling Code (FBC) siruclural requirements excluding the?tigh Velocity Hurticone Zone (HVHZ). 2. Product anchors stag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wog dressing or stucco. 3. When used in areas requiring wired borne debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring o1 these units shag be the some as that shown tot 2c buck masonry construction. 5. Site conditions that deviate ham the details of this drawing require further engineering analysis by o licensed engineer or registered architect. 37—WMAX.OVERALL FRAME WID11i Fr- 0 z LUJI O o O SWING TAKE OF CONTENTS DESIGN PRESSURE (PSI) POSHLIKIEGEATNE i elevation, design essures. b nerd nates 37.50' x 97—W Door ponel defogs Horizontal cross sections LSHEETDESCRIPTION Vertical cross sectipxBuckandtramanchoring •2X buck masonry construction Frame ancfldtrsg .1 X buck mosorry construction BII of moteriols a components 37—WMAX.OVERALL FRAME WID11i Fr- 0 z LUJI O o O SWING MAX FRAME DIMENSION DESIGN PRESSURE (PSI) POSHLIKIEGEATNE INSWING 37.50' x 97—W 75.0OUTSWING37SOrx9&W 75.0 m e+: JK IL By: LFS M" w: FL -15213.37 as t or 7 T47 46 INTERIOR 43 = o' 4( S•' 2 z o o 1j1111 1111 n .. _ u o7, E E _m u EXTERIOR 44 ? °i f L 41 Z 1 HORIZONTAL CROSS SECTION n 2 42QLi 0 35.75MAX. DOOR 1b9• PANEL WI0111 I I Tw N ! w R G I t=P Il iCH t UNGE If CAP _ _ - - y 0 PVC Comp. PVC Comp. yet I INTERIOR _ EXTERIOR r— 3.W e o cd 1 =_ W p O ELJ° T g ° 2 IATcY IDLEI.5Y 05 z . r U L_ J LJ c 0 400 ` i' o' art: /O t/ t 2 e2VERTICALCROSSSECTIONSCL• N.T.S. L_ 5 WCOCoRA IL t7 INGE 51i1f 2 oar n: JK 0 m 1, taw IN. Us 3 a' Off_ FL-152t1J7 c It PW 2 or 7 p E 4 4 EMB. ITYP.I :,zny p 21C .r. A -. o D Z F -01 F -01 Y1 oV it lT ````` Z R INTERIOR 3 H .: u 40 \ . V. u 9 p on 18 '"•^ mn`ns D s E Z 3 C $ W34 j v 2 z 3X Q s 3 EXTERIOR 27 G? h 17 allo EN 7OHOR110NTALCROSSSECTION g u r, Shown w/Ix sub -buck c 7 3 x EMB. (TYP ) -I- -) ; u u` 1 T-- m 0.1s, 4 4 o.lr B D R/W r-) z7_ 40 INTERIORINTERIOR o • • h IV 2 Z u wL 05/01/12 110 EXTERIOR EXTERIOR M swr N.I.S. D27 C ow. M6 MOWLm 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m w• LFS a 3 Outswing shown - imwing a oulswblg shown •'vawulg O FL -1521 x.37 " oho aDPloved oleo oppow:d s c' 3 OF L O P s lK 'Oyz 40 Ga 4. gg 7 W C/ L -gzOJY4EUXIERIQR) INTERIOR i oo 'W^ EXTERIOR /' INTERIOR g2VERTICALCROSSSECTION , v 1 VERTICAL CROSS SECTION%,,4 Shownw/IXsu"uct CqOutswisgstwv+n • inswi+sCapproved o, I EXTERIOR INTERIOR EXTERIORINTERIOR Z7- / - 40 N z Y O 40Ln 3 '" 31 33 7 O e W o e s s — i a>E 05/01/12 i SCur N.T.S. ° F onc. er JN m' m BY. LFS i 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION OR -me w: d q Outswrng configuration 4 Ww*vg configuration FL -15213.37 " 0 srcn 3 or7 " a IIS :•... --ia- rte ..... '` r T • N C. O 0 0 TYP. HEAD p 1 % V'' ' ilgn 8 JAMBS OTYP. HEAD & Jrrtt jll NSOLAR MASONRY JAMBS -- l e E 2 m u OPENING c $' 9 c w maar 1 •e r €z mg 5 0 m n Li 9FRAMECi z u v`iz 2X BUCK- 10 W o: o 2X BUCK SI o YV HINGE DETAIL a mm f rm IYP. Q SILL U Ir Lu t LA e RUCK ANCHORING HINGEJAM! fRAMEANCHORING STRIKEJAMR M - L--21 CONCREIE ANCHOR NOTES: Masonry 2X buck cotntwetion 1. Concrete ond.4ar bcoiom at the Comers may be adjusted to maintain the min. edge distance to mortar joints. Mo 2 Concrete anchor loconons noted as AX ON CENFER'musr be od Mted to - maintain the min. edge distance to mortesJoints. additional concrete anchors may be required to ensue the MAX. ON CENW dimension ore not etoeeeded. M W S N F 3. Concrete anchor tobie: c ; O> S LATCH Z DEADROLT DETAIL wet: 0:5/01/? 2 ze sort: N.1.5. 0 a+a W. JN o' VOL Up LFS 3 W000lT=INSTAILA"ON NOIES: Darr.%p: a 1. Maintain o mrirrwn S/R• edge tWonce. 1• end alone. 6 I' o.e. spockV of FL -15213.37 N wood screws to prevent the spilling of wood. y— a 7 °m 0 ER ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMREDMEM TO MASONRY iOADJACENi EDGE ANCHOR 1/1' 1.1/1' Y 4' 1N' 1.1/1'4• M UGE DETAIL LAICN A DEADBOLT DETAIL Mf ANCHOR NOTES: 1. Co""oh" bM'WU o1100 eatrn mor DO ooyueo b motrnoh 1M rrrn. OdQD dbronee ro malorldms. 2. Conauro olcher IOCWbld noroo 01 %W. ON CENIErmull D• OdAnted to mobuoln the min. Odor lerlcdde 00 mnorojoints, oddlbnd r:onaele Wn hon nor DO mwmd to Or•1l0 the 'MAX. ON CENIFIrClh Wllabs 00 not 0=06dtld. S. COrlorelo onchol toble: WOOD SCREW NSIAIIAIION NOTES. I. MoivaM o nbltrmlln YSedps oWonea 1'en0 dbronee. a 1'o e. tpoeilp d Mood taeaa to prevent the wining of wood. HINGE JAMB MASONRY OPENING FRAM FRAME ANCHORLNG Moforvy IX buck consR CGon MW. MIN.CIEARANCE MIN.CIEARAHCE SIIF EMBEDMENI TOMASONRrEO ADJACENT EDGE ANCHOR LANCHOSANCHOR N •• 0 0• 1 rwir p EP E{ s• VJjy q 70 d 1' s 3u8 b PI/ r WOOD SCREW NSIAIIAIION NOTES. I. MoivaM o nbltrmlln YSedps oWonea 1'en0 dbronee. a 1'o e. tpoeilp d Mood taeaa to prevent the wining of wood. HINGE JAMB MASONRY OPENING FRAM FRAME ANCHORLNG Moforvy IX buck consR CGon SIRIXE JAMB N. In. LFS 3 utn•c w FL—t52t3.37 D Rn 6 or 7 1' N •• 0 0• 1 O p EP E{ s• VJjy q 70 d 1' s 3u8 b SIRIXE JAMB N. In. LFS 3 utn•c w FL—t52t3.37 D Rn 6 or 7 8111 Of MATERIALS ITEM DESCRIPTION A ix BUCK SG>=0.55 MATERIAL WOOD i i1 d B C 2X BUCK SG >= 0.55 1 /d' MAX. SHIM SPACE WOOD z O- 1/d' cow1DX23/d' PFH ELCO OR IlW CONCRETE SCREW STEEL E MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 1/1*11301ORHOLLOWBLOCKCONFORMINGTOASTMC90J. 11\ un•• 61 F G I/4" X 2-3/d' PFH Rw CONCRETE SCREW 3/16' X 31/4' PFH RW CONCRETE SCREW STEEL STEEL g _2 v z cu11I--- 211' --1H1/d'x 31/4" PFH IlW CONCRETE SCREW STEEL C I 1/4" X 2-I/d' PFH IlW CONCRETE SCREW STEEL 21 NDl SlSIDE zn611/4" X 33/4" PFH Rw CONCRETE SCREW STEEL Pdy mm FWLIf10X2.1 /2' PFH WOOD SCREW STEEL J4 M R9 X 2-1/4" PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650 FOAM 9 10 4" X 4" BUTT HINGE p9 X I"PFH WOOD SCREW STEEL 5.63 a I I 9 X 3/4* PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY •SIGNATURE SERIES STEEL C)Ln 18 KWIKSET DEADBOIi -SIGNATURE SERIES 980 STEEL o, 21 2) HEAD S SIDE JAMB IATCH STRIKE PLATE POLY FIBER STEEL ta y 28 30 DEADBOLi PLATE DOOR BOTTOM SWEEP BY ENDURA STEEL VINYL 2S ADJUSTABLE WSNTNG THRESHOLD I g a31OUTSWINGBUMPTHRESHOLDALUM. /WOOD k 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 40 DOOR PANEL •SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 42 DOOR SKIN MIN.0.07STHICK TOP RAR FIBERGLASS CELLULAR PVC 13WC 43 LATCH 1L HINGE STILE CAP CELLULAR PVC I -- 14 LATCH STILE WL N 45 BOTTOM RAIL CELLULAR PVC c O 4d POLYURETHANE FOAM BY NAN YA POLYURETHANE x 47 HINGE STILE LVL h a S1 M RESH ID g uz n h r o Q I2 2 3 05101112 i N. T. S. n: JKLFS- 13213. 37L SWAM or 7 ^ O I 2/15/2017 Florida Building Code Online 1 ty a I t l•>, i • t- > 1 •i l l • . . t I j r r; t • II 11 1 1• +.....- .` +srir} r awit l i ) . _ .. i i A•.+1/ LwNar.M11t.I twl r rh i Bels Nome Log In user :tegistrahon Not Top -C3 Suomll surcharge stxs S Facts Putll.cations FBC Staff BCIS Site Map encs Search Approvaldb,, 11, USER: PuOhc Vsar roruc >oan•nl 14-n 71 t:a "^n• i - > •t^n1 -a1 ar il > Application Oetad rt't`. FL x FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rlckw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@piastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plasipro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificac>_ of Independence Ft 1 511 3 P2 COI C=RT -.7!C1 TE of iPIDEj°40ENCI .Idf Referenced Standard and Year (of Standard) Standard Year 101/1.S.2 1,997 101/i.S.2/NAFS 2002 AAMA/WDMA/CSA 101/1.S.2/A440 2005 ASTPI E 1886 2002 ASTM E1996 2002 ASTPI E330 2002 TAS 201, 202, 203 1994 https::lwww.floridabutldirg.org/pr/pr app dll.aspx?param=-NGEt/XQwtDgv3yVVKJZIORC3FgPGdg9zlTp%2bKNJ20gENbwWgYICnaBO%3d%3d 115 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 G Page 1/ 2 d 1 FL it Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White wood Grain/Rustic/Mahogany Series 6'8 'Impact" Opaque Fiberglass Single Door - inswing/Outswing (X - Configuration) Fiberglass Door Created by Independent Third Party: Yes 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 15213.1 for Design Pressure Ratings, any Installation Instructions FL1520 R2 fi Inst 15213.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1 13213 R2 AE Eval 15113. L.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Created by Independent Third Party: Yes particulars. - - — - ---_-_--- -_ ----- 15213.2 b. Smooth/`hood Grain/White wood Grain/Rustic/Mahogany Series 6'8 'Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL1S213 R1 It Inst 15713.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15213.2 for Design Pressure Ratings, any Evaluation Reports F1 15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 1S213 R1 li Inst 15213.3.orf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any F! 15213 R2 AE Eval 15213.3 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. -- _ 15213.4 d. Smooth/'hood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F-1'57:3 P-2 I1 Inst 15113 4.yef Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 15213.4 for Design Pressure Ratings, any F0 L52:3 R1 1E Ev:0 15213.1 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - - — - ---_-_--- -_ ----- 15213.5 e. Smooth/Wood Grain/white Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Up lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 152.3 R1 11 Inst 13213.5 Ddf https:!/www tlondabuilding.orgfpr/pr app dll.aspx?param=wGE`/XOwtDgv3yWKJZ IORC3FgPGdggzlTp%2bKNJ20gENbw`iVgYlOnaBO%3d%3d 2I5 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 P.2 a_ Ev31 152t3.5.!Cf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Impact Resistant: Yes 15213.6 f. Smooth/Wood Grain/1P1hite Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/OutsNing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15213 P2 H Ins: 15213.6 Dd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 %E Eval 15213 S.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Approved for use outside HVHZ: Yes 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLIS213 R2 AE Ev31 15213.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Ins: 15213.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL152! 3 R2 Ac Eval 15213.3.2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outsning (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 It Inst 15213.9.;)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 15213.9 for Design Pressure Ratings, any F1 15213 R2 AE Ei31 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 P.2 11 Inst 15213.11.idf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 P2 AE :v31 15213.13.:;d,' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door y Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL! 5213 P.2 l: Inst 15213X. odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FL1i213 P2 AE =vel I5?I;.11 Ddf additional use limitations. installation instructions and product Created by Independent Third Parry: Yes particulars. httpsl/w•aw.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXC1wtDgv3yVVKJZ IORC3FgPGdg3zlTp%2bKNJ2CgENbwWgY10naB0%3d%3d 3/5 2/15!2017 Florida Building Cade Online 15213.12 1. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'3 "Non -Impact" Glazed Fiberglass Double Door utililing Snap Frame" Glazing - Inswing/Outswing (XX - Configuration) Installation Instructions FL152!3 P.2 li Ins: 15213.12 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 15?13 R2 AE Ev31 15213.t2.cdf Created by Independent Third Party: Yes 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 152!3 P.' II Ins, 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R_' a"c Eva! 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 H Inst 15213.1i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL1520 R2 aE Evai 15213.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Ute" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F, 152! 3 R2 11 ins, 15•'_13. t5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FI -15213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/white Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/hlahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F! 15213 R2 11 Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any F1-15213 R2 -1E Eval 15213. 13.ccf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. _. 15213.17 q. Smooth/`Flood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.13 r. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use 6'3 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Lite" Glazing - Inswing/Outswing (XX • Configuration) Installation Instructions Fi 5113 P1 Il Inst 15113 17,odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F' 15213 R2 .12 =y31 15213.17.-r_lf Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Up Lite" Glazing - Inswing/Outs-wing (OXXO Configuration) Installation Instructions hilps:.'FArm,N.floridabuilding.orglpr/pr app_dll.aspx?param=wGEVXCwvtDgv3yVVKJZ IORC3FgPGdg9zlTp%2bKNJ20gENbwWgYICnaBQ%3d%3d 4/5 2(1512037 Florida Building Code Online Approved for use in HVHZ: No FI 1_5)13 P2 1; Inst 1521; LIZ'': Approved for use outside HVHZ: Yes Verified By' Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any Fl 152:3 P2 -1E Ev-3l 152!3. L3 scf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15213 R2 E Inst 15213.19.0df 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 F;15713R2 AE_Eval 152L3.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15713 R2 11 Inst 15213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. INST 15213.20 for Design Pressure Ratings, any FL15213 P.2 1E_ E -/al 157_13.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d d d Page 1/ 2 8 Q I eantacc us :: 7501 alar Stone goad. Tanahectee O 321_" shone' 350.497-tsv4 The Slate of Florida Is m AA/EEO employer. fnnvnnht 7007-2013 State of =lpnda.:: Pnvacv Statement :: lccess'bility Statement :: Refund Statement under Florida lour, 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 ay traditional mail. if you have any ouesuons, please :Ontact 450.387.1395. 'Pursuant to Section iss. 275( t), Florida Statutes, effecllve October 1, 20t2. licensees licensed under Chapter 455, F S. must provide the Department with an email address If they have one. The ernails providt..d may be used for offidol cdmmumcadon with the licensee. However email addresses are public record. If you do not .Wsh to Supply apersonalanoress, please provide the Department with an email address rrhicn can be made available :o the pudic. To determine ,f you are a licensee under Chapter 455, F.S., please click here . Product Approval ACtapI7: W1 rc___ E' IMM Credit Card Safe haps:!/www.Iloridabuilcirg.orglprlpr app_dtl.aspx?param=wGENIXOArtDgv3yVVKJZIORC3FgPGdggzlTp%2bIGVJ20gENbwWgYlOnaBQ%3d%3d 515 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES R 1. This product has been evaluated and is in complionce with the Sin Edition (201 x( Florido Building Code (FBC( structural requirements excluding the "High Veld ily Hurricane Ione' HVHZ). 2. Product anchors shoil be as fled and spaced as shown on details. Anchor embedment to base malarial shoo be beyond wail dressing of stucco. 3. When used in areas requring wind bane debris proteclion this product ls required lobe protected with an impact resBtont covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud homing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Slie conditionsthat deviote Irom the delo3s of INS drawing require further engineering analysis by a licensed engineer or registered architect. 37.50* MAX. OVERALL _ FRAME WID1H I I z Z H z O Mm w = X o p p O E P FULL LITE 37 50 MAX OVERALL r— FRAME WIDTHr— 3/4 LITE SWING TABLE OF CONFENIS OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) Typical elevations. d n pressures. Il general notes NEGATIVE Doorponeldefols rSHEETDESCRIPTION Horizontal cross sections 21.00' x 79.00- Vertical cross sections 47.0 Buck and home oncho ft - 2X buck ffKwM construction INSWING home onchodrx3 • I X buck masonry construction EEBiofmotedoh, glofhg detols 6 components 37.50* MAX. OVERALL _ FRAME WID1H I I z Z H z O Mm w = X o p p O E P FULL LITE 37 50 MAX OVERALL r— FRAME WIDTHr— 3/4 LITE SWING OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.50" FULL LITE 21.00' x 79.00- 47.0 47.0 INSWING x 3/4 LITE 21.00' x 63.00- 47.0 47.098.00' Gl 37.50" FULL LITE 21.00- x 79.00• 47.0 47.0 OUTSWING x 3/4 LITE 21.00" x 63.0DW 1 +47.0 47.096.50' er. er. FL -15213.27 cm 1 or 7 Av- 4B O INTERIOR Tive y qon o O ua, Uzi EXTERIOR 41 1 HORIZONTAL CROSS SECTIONe 41 Imo-1.59• 35.75 MAX 35.75 MAX. O • n K DOOR — DOOR j z PANEL WID111 PANEL WIDTH Cob PVC 21.00' MAX. 21.Off NMX. D.L.O. MDUi D. _0. WIDTH t0 1 .. 2 y It C.,, PVC O LATCH A HINGE SITLE p SHeTCs"uppM // ? a T- 2 Is9 o.tl• INTERIOR EXTERIOR a o n LJ LJ4 Gl d J BOTTOM RAH 07 SME REINFORCEMENT 39 7j 0 < X 6 CelubrPVC W pd -i d o aS x- D I gO -e o WW< 6 N d I n Z 02116112 ODOOR PANEL I0 L100 P NE se"..N.T.S. Tul filo 140 ac. I1* JK our wr: LIS e VERTICAL CROSS SECTION ""'N0 W. FL -15213.27 S40 g OF _L 4 4 EMB. Pr.) 21 20 C A U. toll m 4A Z•v 7 A" it 18 INTERIOR 40 l a u n v p lnp 3 O T 3 EXTERIOR z 3 HORIZONTAL CROSS SECTION N ti c3Shown./IXs bob o EMB.IIYP.) EMB. PYP.) D C By .. O.IS q q OAS D CliNK 3 (1 Ittp.) CSWK --{ n P J I L e 21 20 z e • 8 8 7 1 40 INTERIOR INTERIOR 7 1 2 P Ilz V Ic 02116112 = a L EXTERIOR EXTERIOR M ° Ssxc N.T.S. 9 B 11 9 s" U[ 40 27 C o o Lm A m Ifs QDWJ" D. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECnON S 3 Ouhwing shown • nswirg 3 Oulswvl9 ^ - k E FL -15213.2 7 ooppovedohoopproved si[n or 7L p^ m oU EXTERIOR --"'//-"` INTERIOR lOVERTICAL CROSS SECTION 4 oo610 pposhown •irm^u+8 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION q Oulswinp configwolion e e• EXTERIOR INTERIOR eVERTICAL CROSS SECTION Shown w/IXwbbuck EXTERIOR INTERIOR eVERTICAL CROSS SECTION hswkVconrgffotfon KE: N T.S. c m. JK o. LFS ASW MD.: FL -15213.27 En 4 OF 7 2 4.• O P OV N O i mnL` C i KE: N T.S. c m. JK o. LFS ASW MD.: FL -15213.27 En 4 OF 7 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY f0 AOADJACENTTYPEEDGEANCHOR a 1/r A r IAPCON ElCO • 1J' 1.1/P 1• gn^ ULIRACON hhrrhhs Z d JAMBS TYP. HEAD r) llll` MASONRY JAMBS MASONRY m, g = = uYOPENINGOPENINGP9oed 0:,LL 4 ZHO D W a n h g FRAME OC 2X BUCK.. 2X BUCK HINGE DETAIL TYP. ®SILL M X 28 En RUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB O ix CONCRETE ANCHOR NOTES: Masonry 2X buck constniclion F 1. Concrete anchor location at the cornea may as acquired to maintain the min. h edge distance to manor john. 2. Concrete anchor locations noted as MAX. ON CENTER' must be otqusted to Umotntalnthemin, edge Wane to mortor jolts. oddlrlonal concrete anchors OM Zi 4theyDerequYedtoensurotheMAXONCENTErdhnendonarenotexeesded. N Q 3. Concrete anchor table: O c L L 02116112LATCHADEADROLTDETAIL IIW Srw N.T.S. JK 0 aw. m: LFS orww'b b: a WOOD SCREW INSIALLA11ONNOT ES: 1. Maintain a minnnvm S/8• odge dbtonce. ;-and dbtonce. 6 l -o c. spockv o! FL— 1521.3.2Y wood screws to prevent she splifft o/ wood. ssl[r 5 or 7 .r O ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY f0 AOADJACENTTYPEEDGEANCHOR a 1/r 1-114- r IAPCON ElCO • 1J' 1.1/P 1• C ULIRACON ANCHOR ANCHOR MIN. MIN. CLEARANCE M W. CLEARANCE SIZE fMREDMEM JJJ''% TO ADJACENt TYPE EDGE o.% Dw • lA CON 1/r 1.1/r t r ElCO • I/Y 1.1/r 1• r UIiMCON U V T nl/r r 1•t/T IA CON z fit' Fcon O Jrrrrrt MASONRY J 1TP. HEAD d JAMBS 10 Pll o o Y i m u OPENING 11 a V iou>; i ygTc. Z HINGE DETAIL FRAME o Viscs i Wu to G 28 CSo ti Vta IX BUCK Ia a F G m TYP. ® SILL iL 27 LATCH A DEADROIiDETAII N W z HINGE JAM! FRAME ANCHORING STRIKE JAMS CONCRETE ANCHOR NO1ES: MOs" IX buck COn11nfCIO; I. Cona.b atchm bcoaom of the CWW% Irloy bo oOAlod to noklton ate rtin 4 adge dntune. to notfotloRln. z z 2.Coro fo Otcrw 1oCOLWu noted m'MAX ON CENILR'mnl bo o[lfWtod to mohfoil the fNfl.•dg•dNofIC. to monan. ldnot7tlUbnet Conaob dtdlof w Roy Il. rogti.d b ~O mo'MAR. ON CENIER'dYtbnflwl oro nol mP:ood.4 1 Co cloto uncno/ 101:46 i 2 Z o° alE 02116112 °z SIAL• N.T.S. ° owe lir: JK n° cm BY. LFS i RMrwc „o a WOOD SCREW 94TAILA110N NOTES: FL-1521.3.27 1 Mohlononidntunt.;ISadgu Wfoncs. retM °Ntonca a t•ac. rpociq of SKn 6 p Lwoodfaambpo"M lho!piling ol..00d O ANCHOR ANCHOR MIN. MIN. CLEARANCE M W. CLEARANCE SIZE fMREDMEM EO MASONRY TO ADJACENt TYPE EDGE ANCHOR Dw • lA CON 1/r 1.1/r t r ElCO • I/Y 1.1/r 1• r UIiMCON file . uu• nl/r r 1•t/T IA CON i" d=_ g 2B HEAD t SIDE t111 J C 5.63' 17 I 33 ADJUSTABLE INSWING THRESHOLD L^. 2.IP— 21 HEAD R SIDE PaM u+l 4.Sd' -- , SI ADJUSTABLE I WING ES OID I 1 H T I 31 OIIISWINGDUMP TNRESHOlO l''% n ig`, 000 a}€< E$ 9m yuj h Omnn o= O jp BILL OF MATERIALS DESCRIPTION MATERIAL 1XBUCKSG>0.55 WOOD 2X BUCK SG >^ 0.55 WOOD kA 1/4"MAX. SNIM SPACE 1/4X 2.314"PFH ElCO OR ITW CONCRETE SCREW STEEL MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE F I /4" X 2.3/4' PFH 111N CONCRETE SCREW STEEL G 3/I6' X 3-1 /4' PFH RV/ CONCRETE SCREW STEEL H I /4' x 31/4' PFH ITW CONCRETE SCREW STEEL I I/4" X 2-I/4' PFH ITW CONCRETE SCREW STEEL J I /4" X 33/4' PFH ITW CONCRETE SCREW STEEL J'n y Z S u WS < it1 L 810 x 2-1 /2' PFH WOOD SCREW STEEL M 89 X 2.1/4" PFH WOOD SCREW STEEL 7 FORCE S WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEI FOAM 9 4' X 4"BUTT HINGE STEEL 10 89 X 1"PFH WOOD SCREW STEEL 11 89 X 3/4' PFH WOOD SCREW STEEL 17 KWIICSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSEI DEADBOIT -SIGNATURE SERIES I7B01 STEEL 20 FINGER JOINTED PINE FRAME. HEAD Ll HINGE JAMBS WOOD 21 POLYfIBER JAMB COMP. /VINYL ori 0 o 3 n g inz N 2 i. Z cu 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUISWING BUMP THRESHOLD ALUM. /WOOD 32 VINYL DOOR BOTTOM SWEEP 83628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE iHRESIIOLD BY ENDURA ALUM. /WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL •SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAtIS 41 DOOR SKIN MIN. 0.086' THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 3 HINGE STILE EDGE CELLULAR PVC CONTINUOUS LATCH A HINGE STILE REINFORCEMENT WOOD BOITOAI RAIL CRLULAR PVC F43LATCH POLYURETHANE fOAM BY NAN YA POLYURETHANE STILE RHNFORCEMENT S1EEL REINFORCEMENT RETAINING SCREW NYLON o-m:02 16 12 Q 49 GLAZING SML. N.I.S owc m: JK m' ow m. LFS 3 FL-15213.27 " 0 s[n 7 a 7 ^ G COMPOUND SILICONE Florida Building Code Online SCIS Home I Log In I User Registration Florida r Product Approval ppe rt I USER: Public User Laraael Page 1 of 3 Hot Topics I Submit Surcharge Stats & Facts Publications I FSC Staff I SCIS Site Map I Links I Search Product Approval Menu > Product or Applicatlon Search > Application Us t > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 FL16133-R1 Affirmation 2014 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Ivan Paredes M.E. 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Ivan Paredes M.E. 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16133 RI COI FLCOI.Ddf Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgvyf4ngAXh l 00b... 5/8/2017 Florida Building Code Online Sections from the Code Page 2 of 3 CJI affirm that there are no changes in the new Florida Building Code which affect my Product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,Yes 0N (D N/A FL16133 R1 COC FL16133-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products FL # Model, Number or Name Description 16133.1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT IMPACT Approved for use in HVHZ: No Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 11 08-00870B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 R1 AE 511417A.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXO IMPACT SERIES 620 ALUMINUM SGD OXXO IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 11 08-01882.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 R1 AE 512572.Ddf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 16133.3 SERIES 620 ALUMINUM SGD XX NON IMPACT SERIES 620 ALUMINUM SGD XX NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 Ri 11 08-01367B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 RI AE 511984A.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.4 SERIES 620 ALUMINUM SGD XXO SERIES 620 ALUMINUM SGD XXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI 11 08-01880.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 R1 AE 512570.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.5 SERIES 620 ALUMINUM SGD XXXO SERIES 620 ALUMINUM SGD XXXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R3 II 08-01881FL.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 R1 AE 512571.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes Batk NCst http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 00b... 5/8/2017 Florida Building Code Online Page 3 of 3 Contact Us •: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950.487-1824 The State of Florida Is an WEED employer. COovrloht 2007.2013 State of Florida.:: Privacy Statement :: A[QssIbILN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to NK entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S., please dick here . Product Approval Accepts: M Credit Card Safe http://www.floridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl00b... 5/8/2017 88 7/8' MAX. 0 L.O. HEIGHT 192 9/16" MAX. O.A. FRAME WIDTH 48• MAX. PANEL WIDTH 96• MAX. OA FRAME HEIGHT SERIES 620/630/640 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t50PSF LARGEANDSMALL MISSILE IMPACT LEVEL D ZONE 3 TABLE OF CONTENTS IEET NO. DESCRIPTION 1 ELEVATION, DESIGN PRESSURE CHART AND NOTES 2 ANCHORING LAYOUT AND NOTES 3 — 6 INSTALLATION DETAILS 7 INSTALLATION DETAILS AND GLAZING DETAILS V.L. REVmaa ocscmmon are I WPRaVEo NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 7 FOR APPROVED GLASS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIREO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 8) APPROVED CONFIGURATIONS SERIES 620, 2—TRACK UNITS: XX, OX, XO, OXO. OXXO, XXXX, XP, PX, XIP, PIX, PIXXIP AND PXXP. 9) APPROVED CONFIGURATIONS SERIES 630, 3—TRACK UNITS: XIX, XIIP AND PIIX. 10) APPROVED CONFIGURATIONS SERIES 640, 4—TRACK UNITS: XIIX, XUIP AND PIIIX. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO IMPACT ELEVATION & NOTES om eo. 08-01882 NTS I `E 12/20/2012 1 SNEE'1 OF 7 SIGNED: 12/20/2012 10' 20" INSTALLATION ANI SEE NOTES THIS AND INSTALL. OE i" MAX. 16" MAX. O.C. SinpN Panel and t Panel Unit Width (In) MAX. 24.0 20.0 10.0 1 ILO 48.0 in) AX. O.C. J a Cr 4 4 5 1 6 4 7 1 Ck: 4 5 4 5 5 5 1e s V) no 4 5 rn 7 s Y 4 s 4 5 5 5 1 6 5 Qo x ax HOR O PAGE aT10N Co m TAILS I MAX. SERIES 620/630/640 ALUMINUM SLIDING GLASS DOOR - IMPACT 4 PANEL UNIT SHOWN. ANCHOR LAYOUT IS APPLICABLE TO ALL APPROVED CONFIGURATIONS. SEE CHARTS BELOW FOR REOUIRED NUMBER OFANCHOR LOCATIONS. Number of anchor locations required for 2 Track units (7 anchor par location) Fame SinpN Panel and t Panel Unit Width (In) lltlpht 24.0 20.0 10.0 1 ILO 48.0 in) 40.0 60.0 7L0 A40 SILO Has Jamb HAS Jamb NAS Amb His Jamb HAS Amo f0.0 4 4 4 4 5 1 6 4 7 1 61.0 4 5 4 5 5 5 1e s 7 s no 4 5 4 5 5 5 6 5 7 s 0a0 4 s 4 5 5 5 1 6 5 7 5 Number of anchor locations required for 3 track units(? anchorsper location) Single Panel and 3 Panel tlnh Width (In) Fame 24.0 1 $0.0 3a0 1 42.0 41.0 Main) 75.0 10.0 101.0 121.0 1140 In) HAS Amb HAS Amb HAS Jamb MAS Amb HAS Amo 10.0 5 4 6 4 7 4 0 4 10 4 11.0 S S 6 S 7 S 1 9 S 10 5 10.0 5s e 5 7 5 0 5 10 5 a0 S 5 6 5 7 5 9 s 10 5 Number of anchor locations required for 4 Track units(2 anchors per location) Fame Single Panel and 4 Panel Unit Width (In) Might2l030.0 Sao ILO u.0 In) ! a0 130.0 /M.0 IN.O 1120 HAS Amo M84 HAS Amo HAS Amb HAS Amb 10.0 7 4 10 1 11 4 13 4 11.0 7 s3 5 0.o 7 5 10 5 11 5 13 5Sao7s1051111513s 6" MAX. TYP. I REV I oe9p IPIIO t I are I APPRp1Eo NOTES: 1) SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 2) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 114 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HEAD, SILL AND JAMBS AND 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. 5) FOR ANCHORING 2. 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO IMPACT ANCHORING LAYOUT AND NOTES DRAWN: owc "0' V.L. 08-01882 SCN-E NTS PACE 12/20/2012 ISHEU2 OF 7 R I LO oAT SEOF • — 2" MIN R=te 2 1/2" MIN. SEPARATION 2 1/2" MIN. aEv ocscRpnom M>E orEo EDGE 01ST. EDGE 01ST. MASONRY/CONCRETE BY OTHERS d d . 1 1/4" MIN. EMBEDMENT d a TAPCON 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM APPROVED SEALANT BY OTHERS 1/4" MAX. T MASONRY/CONCRETE SHIM BY OTHERS 1X BUCK BY OTHERS, 1/4' 1X BUCK TO BE TAPCON PROPERLY SECURED 1/4- 2 1/2- MIN. INTERIOR TAPCON EDGE DIST. ° v 2' MIN. SEPARATION ° EXTERIOR kU INTERIOR 2 1/2' MIN. EDGE 01ST. 14- TAPCON EXTERIOR 1X BUCK BY OTHERS, APPROVED SEALANT 1X BUCK TO BE BY OTHERS PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATIONpr— IX BUCK MASONRY)CONCRETE 14 TAPCON TAPCON 11 MASONRY/CONCRETE APPROVED SEALANT BY OTHERS BY OTHERS C 1 1/4' MIN. d 44 EMBEDMENTLj MI WINDOWS AND DOORS X0111111111650WESTMARKETSTREET02t/2' MIN. I MIN. 2 t/2' MIN. GRANTZ. PA 17030-0370EDGEDIST. 1 I PARATION EDGE DIST. SERIES 620/630/640 ALUMINUM SGO *• 0 5 +t: VERTICAL CROSS SECTION IMPACT = v INSTALLATION DETAILS =1 TAT OF 2 TRACK FRAME INSTALLATION 1X BUCK MASONRYiCONCRETE MILAN. owc r+o 08-01882 Al b\``` s iuc NTS o"E 12/20/2012 '3 OF 7 /lflll111 REVISIONS 2X BUCK/WOOD FRAMING REV oESCRIMM are APPROVED BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 14 WOOD SCREW 1 5/8" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 1/4• MAX. SHIM 1 5/8' MIN. 1/4* MAX. N14 w000 EMBEDMENT r SHIM SCREW INTERIOR 14 WOOD SCREW EXTERIOR INTERIOR APPROVED SEALANT BY OTHERS t4 WOOD SCREW VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCK4V000 FRAMING EXTERIOR I APPROVED SEALANT 2X BUCK/WOOD FRAMING BY OTHERS BY OTHERS. 2X BUCK TO BE PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCKhVOOD FRAMING WOOD W UCK/WOOD FRAMING HERS. 2X BUCK TO ROPERLY SECURED MIN. AENT MI WINDOWS AND DOORS 650 WEST MARKET STREET al11111I///l/ 5 R• C0't1z GRANTZ. PA 17030-0370 GENs •S+ SERIES 620/630/640 ALUMINUM SGD 0 5 # = IMPACT INSTALLATION DETAILS p • TAT OF l4 GROIN: owc No. REV ice' •'° t ORIV: • Ivi 08-01882 wucN'ITS 12/20/2012 4'E4 OF 7 RL+soNs 2 1/2" MIN 11 3 3/4- MIN. MASONRY/CONCRETE aEv OESMpnoN art I APPR eO EDGE 01ST. SEPARATION BY OTHERS a da d C 1 1/4- MIN. 741 EMBEDMENT 1/4- MAX. SHIM 1 1/4" MIN. fTAPCON 1X BUCK BY OTHERS, APPROVED EMBEDMENT1X BUCK TO BE SEALANT PROPERLY SECURED INTERIOR BY OTHERS 1X BUCK BY OTHERS, IX BUCK TO BE 1/4- PROPERLY SECURED TAPCON 1/4- TAPCON 3 3/4- MIN.IC71SEPARATION EXTERIOR L -1,L IL.,LU 1 1'x1 INTERIOR 1 2 1/2- MIN EDGE DIST i 1/4- TAPCON APPROVED SEALANT BY OTHERS d I2 1/2- MIN. EDGE DIST d dV a a 3 3/4- MIN. SEPARATION VERTICAL CROSS SECTION 3 TRACW4 TRACK FRAME INSTALLATION IX BUCK MASONRYAANCRETE 3 TRACK SHOWN. 4 TRACK SIMILAR 1/4- TAPCON MASONRY/CONCRETE BY OTHERS I 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION MASONRY/CONCRETE 3 TRACW4 TRACK FRAME INSTALLATION BY OTHERS IX BUCK MASONRY/CONCRETE 3 TRACK SHOWN, 4 TRACK SIMILAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO IMPACT INSTALLATION DETAILS ORARN OK NO V.L. 1 08-01882 V-4LE NTS I °"E 12/20/2012 I SKET 5 OF 7 EXTERIOR REN90NS CESCMPTgn DATE I APPRMO 12X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED 1 5/8" MIN. EMBEDMENT SEALANT BY OTHERS 1 1 5/8' MIN. L 1/4' MAX. I/,- ::—i EMBEDMENT I SHIM INTERIOR SHIM 114 WOOD SCREW 114 WOOD SCREW 114 WOOD SCREW LiL. 2X .000 BY OTHERSTHERS, 2X FRAMING BUCK TO r7m/ BE PROPERLY SECURED \V1 114 WOOD SCREW APPROVED SEALANT BY OTHERS EXTERIOR I I .r1 1 1 1..,L1 1L rLu INTERIOR VERTICAL CROSS SECTION 3 TRACW4 TRACK FRAME INSTALLATION 2X BUCKANOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR 00 BUCK/WOOD FRAMING OTHERS, 2X BUCK TO PROPERLY SECURED MIN. TENT EXTERIOR BY OTHERS HORIZONTAL CROSS SECTION 3 TRACW4 TRACK FRAME INSTALLATION 2X BUCW19000 FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO IMPACT INSTALLATION DETAILS MWN: OCG NO V.L. 1 08-01882 S"' NTS OAT' 12/20/2012 sm"6 OF 7 1 5/8' MIN. EDGE DIST. 4 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4' TAPCON EXTERIOR HOOK STRIP INSTALLATION MASONRY)CONCRETE INTERIOR 1 3/8' MIN EMBEDMENT I q14 WOOD SCREW EXTERIOR HOOK STRIP INSTALLATION 2X BUCKAYOOD FRAMING REVISONS REV CESOMPTON u+TE I ARMOVeo 1 1/ 16' O.A. 3/16' ANN 15/32' O.A. .100' SAFLEX HP 3/16' ANN BY SOLUTIA 3/16" ANN 5/32" TEMP 3/16" ANN 100" SAFLEX HP BY SOLUTIA EXTERIOR INTERIOR EXTERIOR INTERIOR ALUMINUM SPACER SYSTEM DOW 995 DOW 995 SILICONE SILICONE 5/8' BITE 5/8' BITE p I ( GLAZING TYPE A GLAZING TYPE B MI WINDOWS AND DOORS \\+11111"f,, 650 WEST MARKET STREET J\? R • LO't19G GRANTZ, PA 17030-0370 ` v•GENSo-. 0 SERIES 620/630/640 ALUMINUM SGD _ *• 0 6 y MPACT Q' ld INSTALLATION DETAILS AND GLAZING DETAILS 1 , TAT OF A WAYN OK No. L. suuc are 08-01882 E882 — NA t\` NTS 12/20/2012 7 OF 7 2/15/2017 Florida Building Code Online Business Professional t Al SCIS Home Log In User Registration Not Topics Submit Surcharge Stats 8 Facts Publications FBC Staff SCIS Site Map Lints Search or', Product Approval USER: Public User r Product Approval Menu > PrndUtL Or Aophtanon Sears.•. > AoplKal on List > Application Detail la FL Of FL19715-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Jon Berrian Jonberrian@slbp.com Windows Single Flung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 blips://www Ooridabuilding.org/pr/pr_app dil.aspx?param=wGEVXQwtDgNAa/o2bxmzklhGuiBV5nRNMfoPly6gPoEN%2beBTXyGDYCjAw%3d%3d Year 2011 2008 tea 2/,1512017 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 FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5 - Approved for use outside HVHZ: Yes 6 df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other: See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and FL19715 RO II SWD002 SS 2016-06-22.Ddf installation requirements. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02.12.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone' 850.487-1824 The Stale of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released in response to a Public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: IF—=R E E Credit Card Sate httpsJ/www.11oridabuilding.orgtpr/pr app dU.aspx?paraln=wGEVXOwtDglvAa/o2bxmzklhGuBV5nRNMroPly6gPoEN%2be'BTXyGDYCjAw%3d%3d 212 INSTALLATION NOTES' 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT (AUI ANCIIOR LOCATION SHOWN. 2. IME NUMBER OF INSIAILAI ION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS t0 BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM 112E LISTED. J. :'.SIALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF Lin IVC" THE DEPICTED IOCATIOTI & SPACING IN 111E ANCHOR LAYOUT DETAILS D.E.. WIT MOUt CONSIDERATION Of TOLERANCES). TOLERANCES ARE NO] CUMULATIVE FROM ONE INSTALLATION ANCHOR 70 ]ME NEAT. 4, SHIM AS RCOUIREDAI EACH INSTALLATION ANCHOR WITH ILIAD BEARING S"IMIS). MAXIMUMALLOWABLE SHIM SIACR 10 BE 3/3 INCH. SMIMWHERE SPACE OF 1/161NCH OR GREATER OCCURS. SIOMIS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BITTFR S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RR WOOD SCREWS OR I I GAUGE ROOFING NAIIS OR IOd COMMON NAZIS OF39MEITY0 LENGTH TO ACHI 1.1/21N01 MIMMUM EMBEDMENT IN10 LVOOD SUBSTRATE INSIALLAIION SHALL MAINTAIN MIN. 3/8• EDGE DISTANCE. 6. AN INSTALLATION: FOR INSTALLATION INIO METAL SPUD USE AS Sklf-IAPPING SCREWS, OF SUFFICIENT LLNGIM TO ACHIEVE A MINIMUM OF 3 TH-IMA-DrFE-UnTATUN BEYOND MI IAL WALL INSIAtLAI ION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 7. MROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE TO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NOO MINIMUM MBEDM N INTOWOODSUBSIRATF. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION TIIROUC44 IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMEIER ITW IAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 ION MINIMUM EMBEDMENT. INSTAI lAl10N SNAIL MAINTAIN MIN. 13/4- LOGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE CIO SELF -TAPPING SCREWS OF SUFFICIENT if NG1H TO ACHIEVE A MINIMUM THREADSOF3NEIRAU&N BEYOND ME IAL WALL 10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED 10 STUCCO, FOAM, BRICK VENEER, AND SIDING, 11 INSTALLA71ON ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RMSI ANI MAI ERIAL OR HAVE A CORROSION RE SWART COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE $HEIL Of BLOCK. 13. INSI ALLA110N ANCHORS SNAIL BE HNSIALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOL. BE USED IN SUBSTRATES WITH SIAENG111S LESS INAN 111E MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACIURIR 14. INSIALLAIIUN ANCIIOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATFRIALS WITH INF FOLLOWING PROPERTIES: A WOOD• MINIMUM SPECIFIC GRAVIIYOf O.S5, B. CONCRETE•MINIMUM COMPRESSIVE SI RENGTH OF 3000 PSI. C. GROUT•FILLED CMU- UNIT S/RENGIll CONFORMS IO ASTM C•90 WI7H MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASI M C 476, MINIMUM GROUT COMPRESSNE STRENGTHH Of 2000 PL. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C•90 WITII MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. SHELL• MINIMUMYIELDSIRENGIHOF33KSI MINIMUM WALL THICKNESS OF 47 B MIL (0 0478' RI 18 GAUGE), MIN. 1/Z' EDGE DISTANCE. F. Al UMMUM• MINIMUM All OV 01143.75. MINIMUM WAIT THICKNESSOF 1/16'. MIN. 1/Y FDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY WITH THE Sill EDITION 2014) FLORIDA BUILDIM6 CODE (FOC), EXCLUDING MVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMAAVOMA/CSA 101/1 5.2/A440.08/11 2. AOEQUACYOFINEEXISIINGSTRUCIURAI CONCRE TC/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SKI EM CAPABLE OF WIT HSI ANDING, AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS IME RLSPONS181LIN OF THE ENGINEER OR ARCHII ICI OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND 2X BUCKS (WIZEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED MERE IN. REFER TO SHEET 6 FOR FURTHER DETAILS OF OUCA INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 10 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHIIECI SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH IVIS DOCUMENT IN NON•HV112 AREAS IN HVH2 AREAS, ONE IIMk PRODUCT APPROVAL. 10 BE OBTAINED FROM MIAM143ADE RER OR AHI. S. APPROVED IMPACT PROTECT NE SYSTEM IS REQUIRED ON THIS PRODUCI IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIN EDITION FOC. WOOD COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED OR SMALL BE Of A DURABLE SPECIES AS DEFINED IN CHAP]Ell 23. 0. GLASSMEEIST"EREQUIREMfNtSOFASTME130D GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. MAX OVERALL SIZE WIDTH HEIGHT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION& GENERAL NOTES 2 ELEVATION 3 AN04OR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAtL FIN) S VERTICAL & HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIWJS. BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE WIDTH HEIGHT CoNnG DESIGN PRESSURE MISSILE IMPACT RATING 36' 84• O/x 35 / -35 PSF NON IMPACT 30' 60• O/X 50 / •50 PbF NON IMPACT 36' 74• O/X 50/•50 PSF NONIMPACT 38' 77' 0/x 35 / •35 PSF NON IMPACT 44' 02• O/x 50 / •50 PSP NON IMPACT 48• 72' O/X 35 / -35 PSF NON IMPACT 4B• 84• O/X 20 / •20 PSF NON IMPACT 52• 72' O/X 25/•25PSF NOIJ IMPACT 36' 83.75• O/X (ORIEL) 35/•35 PSF NONIMPACT 48' O/X(ORIEL) 20/•20 PSF NONIMPACT 72' 4Y O/X-O/X 35 / -35 PSF NON IMPACT 72• 84• O/XO/x 35 / -35 PSF NON IMPACT 76' 62' O/x-O/X 50 / •50 PSF NON IMPACT 76• 72' O/x•O/x 50/•50 PSF NONIMPACT 70' 77' O/x0/x 25 / •25 PSF NON IMPACT 80' 74• O/X-0/x 35 / -35 PSF NON IMPACT 90' 74' O/X-0/x 30 / -30 PSF NON IMPACT LOB' 62• O/x O/X O/X 50 / •50 PSF NON IMPACT for 72• O/XO/XO/X 50/.50 PSF NONIMPACT for e+ o/x•o/x•o/JK z5/aSrSF NON tAPACT SilverLine IF,Andersen s4. A.A44AA ONE 1R111ALINE 4A:rI NO1HY~ C, WOCFVf A. 1w).1 HOOD U O 0 M W O OW6 #: Digitally signed by Hermes F Norero, P.E. S W 000 Z Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SHEET - Date: OF 6 MAX. FRAME_ Silver Line WIDTH 48' _ MAX FRAME InA1Mdl.Y3enWIDTH48' B E 4 4 4 S uoeva.soeea Grk SRvFRDk OefYF nan. ensaarin, w owv ra I>xl a>Nm rZ n 3 S w MAX. FRAME MAX. FRAME w W < HEIGHT 96'a j: ~Lau HEIGHT 96' QUALIFIED CONFIGURATIONS W o z g X• ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 lii N / luo RATINGS, SINGLE UNIT CONFIGURATIONS • X• uj W T F A D A D G 5 4 1 g Te» ELEVATION ELEVATION ZSINGLEHUNGWINDOW GLSINE NUNG ORIEL WINDOW O H o H MAX. FRAME MAX.FRAME i a C WIDTH 96` B E I w ul g QUALIFIED CONFIGURATIONS MCH TOP CONFIGURATIONS FOR All 2!02-4!02 RATINGS, TWIN UNIT CONFIGURATIONS F„• C pc pc 2 FF F MAX. FRAME 6HT 84' FRAME X. j HEIGHT 74' 2 X. - MAX. • J N Q 'S d HEI 'i,y * Pa°``• r8r Woil WT A D < Z m -C Z I4S A D OR I%J ELEVATION g ELEVATION DWG u: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW SW W0 L SHEET: 2 OF L WIDTH 108' R E 4 S 7 7 X. N 2' MAX. _ 11' MAX. FROM II I Imo_ OC CORNERS 1 Y MAX. IFROM I I A 1/2• MAX. J- CORNERS O.C. 11- MAX. j O C. Al 1/2• M O.0 2• MAX. FROM CORNERS wIE..-.Wr 416.+1•501ar 2'MAX. sl+uLaEw.n o•Eowy••or FROM E.o, l.uu,wn alu CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6' MAX OFROMRNERS I I I x_20' MA%. C O.C. 6' MAX. FROM CORNS T- 20"MAX. O C. L W MAX. FROM CORNERS r ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/ 1 AX -T L I Imo_ 4 1/2• MAX. OC. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I' MAX. FROM II' CORNERS 6' MA; O.0 I I W MAX. O C. 1• MAX. 6' MAX. FROM —I I O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6• MAX FROM I- 2 3/4• MAX CORNERS RS O.C. I i t'MAX. I Imo_ 4 1/2• MAX. OC. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I' MAX. FROM II' CORNERS 6' MA; O.0 I I W MAX. O C. 1• MAX. 6' MAX. FROM —I I O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6• MAX FROM I- 2 3/4• MAX CORNERS RS O.C. I i t'MAX. MAX L 6• MAX. FROM CORNERS 16 1) t2• MAX. O.C. ANCHOR STRAP VMA J ANCHOR STRAPP/MSEE SHEET FROCORNERS P/N 50-2995.2SEESHEEPSFORDETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silverline Iw/V NIL'ISllll ry oer••o.o•. I i t'MAX. Mllltl.dN1U L ANCHOR STRAP VMA J ANCHOR STRAPP/MSEE SHEET FROCORNERS P/N 50-2995.2SEESHEEPSFORDETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silverline Iw/V NIL'ISllll ry oer••o.o•. I of aRYFg0L DotrE NMI. Wkswic..w as Mllltl.dN1U 3 r'oo Z M O 8 wgNn N= x co J N W L i C W 0 o CACA Z o Lu as 4 mN mV1 N N Z1 p 0 N i VG M. SWD002 IEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS B WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER A SEALANT CIA OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1112* MIN. EMBEDMENT 3/8' MIN FEDGE DIST. L 1/4• MAX. SHIM SPACE 1 INTERIOR VERTICAL SECTION q HEAD - IX WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR INTERIOR O.A. UNIT HEI6HT SilverUne PERIMETER 1SEALANT BY OTHERS(\ 1/T MAX. EXTERIOR FINISH N-11,' SHIM SPACE BY OTHERS MIN. 3/B' E06E DISTANCE p3 B WOOD SCREW SHIM SPACE INSTALLATION ANCHOR 3/B' MIN. EDGE DIST. 2x WOOD BUCK BY OTHERS j d G Z m< SEE SHEET 6 FOR-----..• N K CONNECTION DETAILS SEE GLAZING a• e. CAULK BETWEEN p < CONCRETE/MASONRY NCCONCRETE/ByMASONRY62X H 1:: I MIN. DMENT BY OTHERS WOOD BUCK BY OTHERS B GR. 5 SELF -TAPPING SCREW EMBBEE Z q VERTICAL SECTION q SILL - 2X WOOD BUCK METAL STUD BY OTHERS. NAIL FIN it 5WC)0021 IEET: 4 OF j SilverUne IAAia evoc-11 K741 u. w.•sa. a.t snvpllHF a1vE 10.M YWSIYi[.. W pYOt M (ryi).M IOOD 1/4' MAX. MIN. 3/B' E06E DISTANCE p3 SHIM SPACE SASH REINFORCING j d G Z m< SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS PENETRATION BEYOND N K m o m SEE GLAZING p < DETAIL SHEET6 METAL STRUCTURE H m xl W 0 INTERIOR B GR. 5 SELF -TAPPING SCREW Z INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION p NOTE 14 m EXTERIOR FINISH N BY OTHERS Z EXTERIOR PERIMETER SEALANT OBYOTHERS O O.A. N UNIT WIDTH v Lu w p IT) HORIZONTAL SECTION IAMB - METAL STUD IV NAIL FIN it 5WC)0021 IEET: 4 OF j U10 WOOD SCREW 3/4' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY F EDGE DISTANCE BY OTHERS CAULK BETWEEN • ' CONCRETE/MASONRY • i BY OTHERS 2X WOOD BULK/STUD BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS SASH SEE SHEET 6 FOR Al 1 1/2' MIN EMBEDMENT PERIMETER SEALANT _ I SHIMM SPMSP ACE By OTHERS SHI O.A. EXTERIOR ( / INTERIOR UNIT / HEIGHT I SEE GLAZING DETAIL, SHEET 6 J VERTICAL SECTION 5 HEA0 2X WOOD BUCK THROUGH FRAME SEE 61LAZING DETAIL, SHEET 6 1 EXTERIOR O.A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS PRECAST SILL BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR SEE DETAIL SHEET 6 INTERIOR 1/4' MAX. SHIM SPACE MIN 3 THREADS PENETRATION BEYOND METAL STRUCTURE GLAZING MIN. 1/2' EDGE DISTANCE 1068 5SELF-TAPPIN65CREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED lMULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH NF1 HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PAIJ[AKF HFAn SCREWS FRC FRAME. HOLE TO ACCOMODO INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFI6.ONLY. SEE PLAN VIE W -ANCHOR STRAP 0.0620-- P/N 50.2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4' MAX. SHIM SPACE C 1 1/4' MIN EMBEDMENT 4 1;3/4' MIN • ' E06E DISTANCE p1 VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW, ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS. GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverW6 IOtiu4ax:ll g741 r..eef..soee. a4 su xtlrE aIx wo+uewwwln woeuv m I»tI•» iom p t 82•O N5 o'iZ No 6: yp 00 i y w? au Zm< 1 w m G `Z• Lu o D Lo Z H c H v WLu G it 1 *Pn °"EI m m Iii o " DW6 #: OF 6 1068 5SELF-TAPPIN65CREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED lMULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH NF1 HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PAIJ[AKF HFAn SCREWS FRC FRAME. HOLE TO ACCOMODO INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFI6.ONLY. SEE PLAN VIE W -ANCHOR STRAP 0.0620-- P/N 50.2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4' MAX. SHIM SPACE C 1 1/4' MIN EMBEDMENT 4 1;3/4' MIN • ' E06E DISTANCE p1 VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW, ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS. GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverW6 IOtiu4ax:ll g741 r..eef..soee. a4 su xtlrE aIx wo+uewwwln woeuv m I»tI•» iom p t 82•O N5 o'iZ No 6: yp 00 i y w? au Zm< 1 w m G `Z• Lu o D Lo Z H c H v WLu G it 1 *Pn °"EI m m Iii o " DW6 #: OF 6 p1 VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW, ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS. GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverW6 IOtiu4ax:ll g741 r..eef..soee. a4 su xtlrE aIx wo+uewwwln woeuv m I»tI•» iom p t 82•O N5 o'iZ No 6: yp 00 i y w? au Zm< 1 w m G `Z• Lu o D Lo Z H c H v WLu G it 1 *Pn °"EI m m Iii o " DW6 #: OF 6 EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR SMALL'fRAME LARGE* FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE •/• 35 PSF 38 x 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/• 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/• 50 PSF 108 X 62, (O/X-O/X•O/X). DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE •/-50 PSF 3 C - STEELINTERMEDIATE FRAME 'LAR6E'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME *SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE. ALL UAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OVTLTNED IN CURRENT FOC AND ASTM E 1300 GLASS LOAD RESISTANCE, I I 5/8' O.A. I.G. GLASS EXTERIOR \ INTERIOR MIN. GLASS 1 BITE 1/2' O /-T 1/8' SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' AIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4 "ITN 16' MAX 1114 EMSE 2' MIN EE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL vI Z Oo HA. A. N V Lu G p y•# PaO1```, In r w 00 3 v2 OR 0 DWG #: SWE)002 SHEET: 6 OF 6 2/15/2017 Florida Building Code Online al Business Professional I 111 Ell T SCIS Home Log In User Registration Hot Topes Submit Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Links Search b a S " a Product Approval USER* Public User Product A00rOV]I Merl > P• AIUCt Or application Soar[p > Apoliration U6t > Application Detail FL # FL14994-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14994 R1 COI CERTIFICATE of INDEPENDENCE.Ddf Standard AAMA/ W DMA/CSA 101/I. S. 2/A440 AAMA/ W DMA/CSA 101/I. S. 2/A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 Year 2011 2008 2005 2006 1994 httpsJhvww.tloridabuildlftg.orglpr/pr app dtl.aspx?param=wGEVXQwtDquZRi59°ip21Drx2%211DBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 1/3 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summarvof Products Florida Building Code Online Method L Option D 04/27/2015 04/28/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 RL 11 Inst 14994.1.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 14994.1 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.2 b. Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 11 Inst 14994.2.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14994.2 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.2.00 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.3 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.3.DdF additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.4 d. Series 8700 - Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 11 Inst 14994.4.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 14994.4 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.4.pS!f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.5.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 14994.5 for Design Pressure Ratings, any FL14994 RL AE Eval 14994.5.udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.6 f. Series 8800 - Model Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 8803/8804FIN Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 RL I1 Inst 14994.6.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 https://www.floridabuilding.orglpr/pr app tl.aspx?param=wGEVXCwtDquZRi59%2lDrx2%211DBR40JnUDFrXPD2Dn7xsGdeKrPxxD3Q%3d%3d 213 2/152017 Florida Building Code Online Other: See INST 14994.6 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.7 g. "WeatherStopper'"" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.7 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.8 h. "WeatherStopper'"" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window • 2 Panel Model 8700 IMPACT OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 II Inst 14994.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.8 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.9 i. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 II Inst 14994.9.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 14994.9 for Design Pressure Ratings, any FL14994 R1 AE Sial 14994.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: OSO.487.1824 The State of Florida Is an WEED employer. Cogvriaht 2007-2013 State of Florida.:. Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant l0 Section 455.275(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email oddress which can be made available to the public To determine if you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: ora Credit Card Sate httpsY/www.floridabuiiding.orgfpr/pr app dU.aspx?param=wGEVXCIw1DquZRI59%2rDrx2%2UDBR40JnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d Y3 Silver Line byAndersen ro Is WINDOWS•DOORS SERIES 2800 - MODEL 2802 EXTRUDED VINYL HORIZONTAL SLIDER WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance vAlh the 51h Edition (2014) Honda BuOding Code (FBC) structural requirements excluding the "High velocity Hurricane Zone' HVHZ). 2. Product anchors sholl be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF COMM BDFSCRIPOON MAX. SHEET I Typical elevation, design essums b general notes 2 Horirontal d vertical cross sections 3 Hotimlol a vertical cross sections 4 Buck a home anchoring S N of materials, glaring detuT a compments 76.4r MAX. OVERALL HN WIDTH I73.0' MAX. OVERALL FRAME WIDTH I S W ps < 2 SO O OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FIN FRAME D.L.O. POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION TYPE 76.48' x 53.40' 73.0" x 50.0' 33.S' x 45.0' Gl 35.0 35.0 76.48' x 66.48' 73.0' x 63.0' 33.S' x 67.75' GI X 20.0 fit" O C mod a r: i fir OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FIN FRAME D.L.O. POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION TYPE 76.48' x 53.40' 73.0" x 50.0' 33.S' x 45.0' Gl 35.0 35.0 76.48' x 66.48' 73.0' x 63.0' 33.S' x 67.75' GI 20.0 20.0 fit" C mod a r: i fir OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FIN FRAME D.L.O. POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION TYPE 76.48' x 53.40' 73.0" x 50.0' 33.S' x 45.0' Gl 35.0 35.0 76.48' x 66.48' 73.0' x 63.0' 33.S' x 67.75' GI 20.0 20.0 sir. KV m n: LFS ; FL -14994.1 0 rr I or S u 22 O• • : Z T ' 0 OP II •..... ••' \\ Z C O O FI1*1 11TH `` $ .: z 21 h e v z°O u r C g CW maul Q oz 15 D Oe 4 2 3 EXTERIOR IMCRIOR t! o SI = 1.1/1' RAIN. 22 EMS. TYP. 21 I 25 IMERIOR ° I ' is 6 31 D ib z g163 10 S - e 19 3 °' Q 21 i V nDoo 23 23 25 p q 23 24 2 24 30 G1 o' • - Z 3 13 20 1 • ° • WE I I 16 11 3 EXTERIOR ' N.T.S. o 5 We or: NV m 1 HORIZONTAL CROSS SECTION PK m: LF"S 2 2 VERTICAL CROSS SECTION DRWM e 2 FL -14994.1 n n scn or 5 v i i b 40 X i O F C; t y Yp C2, is o o 5 27 c, n •: l` E im u s _ f-i axe m4n U v n to EXTEROR UJIERIOR i S S 1CINTERIOR 15 6 31 0 O 18 16 z 19 e 10 e 319 o 23 28 30 20 G1 q -- we t l 16-1z T13 N.I.S. EXTERIOR' Got Gr: KV p 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION CM. : LFS FL-14994.1 c n San -L a y5 0 X O 5 s A r'' a r r r -I I -I N: z *'off _ oaman 6 i ••••••........• II TYP.2S I I htt * 1 `% u° n i 2X BUCK E i l = u 2X BUCK MASONRY I I FRAM QL • x m 4€ V OPENING I I MASONRY ' u= OPENING II °o UJ BUCK ANCHORING FRAME ANCHORING MASONRY 2X BUCK m a a 1 I' MAX. u nO.0 (1YP.) 2X FRAMING TO BE DESIGNED PP.) I 1; BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. LA o TYP.28 a W N CONCRETE ANCHOR NOTES: x 1. Concrete onchorlocationls at the comers may be odjusted to maintain the min. o edge distance to monarjoints. te 2. Concrete anchor locotions noted as MAX. ON CENTER' mus# be adjusted to t maintain the min. edge distance to mortor joints. oddittonol Concrete anchors S may be required to ensure the MAX. ON CENTER" dlmenslon ore not exceeded. 2 3. Concrete onchor table: -0 o o n° Z 0 swm 1 t 16 11 = sws: N.T.S. 3 5 are n: KV tw.W LFS ; WOOD SCREW INSTALLATION NOTES: ox.W.4 no e 1. Maintain o minimum 5/8 a distance. I'end distance. s I"o.c. s of FRAME ANCHORING 9 Paa 9 2X STUD FL -14994.1 wood seem to prevent the splitting of wood. n t+en 4 a 5 p ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT EDGE r—ro..,T„P., YP., h iYP. 24 E- ANCHOR ITW a 1/4" 1-1/' T 4' TAPCON ELCO 1/4" 4" UITRACON r—ro..,T„P., YP., h iYP. 24 E- THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. OS GLASS BILE IZ J 51WOVERALL 11 IHK. GLASS 3/32'ANNEALED O AIR SPACE 3/32' ANNEALED GL GIRL G EL I 0.07, A SHs o 10 cLor -- -- ' I i 6 SASH LOCKSlie fo----....---- 11II ` Off• ..., I rOf 0. t A g 10 KEEPERSIIIE I (184• i Y, Renlacemenl f 0 o VSGIAUNGBEAD OS JoJ o 0 MmRewom L If SR ReWOrCemmU BILL OF MATERIALS 295 ITEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME HEADER BY SILVERLINE #2801• VINYL 2 EXTRUDED VINYL PVC SILL INSERT BY SILVERLINE #2322' VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEAD BY SILVERLINE # 1227• VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERUNE #2908' VINYL 5 EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL BY SILVERLINE 02908' VINYL 6 EXTRUDED VINYL PVC SLIDER SASH LOCK STILE BY SILVERUNE 02908• VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERLINE #2949 VINYL 10 EXTRUDED VINYL KEEPER GLAZING BEAF BY SILVERUNE # 1257' VINYL I I METAL GLAZING SPACER STEEL 12 GLAZING SETTING BLOCK 13 WINDOW SCREEN 15 WEATHERSTRIP PILE 17 GLAZING COMPOUND DOW # 1199 SILICONE SILICONE 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE, LATCH 8 KEEPER BY SILVERLINE 20 EXTRUDED VINYL PVC SLIDER SASH KEEPER MILE BY SILVERLINE #2907' VINYL 21 2X BUCK IG >= 0.42) WOOD 22 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 30) OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE 23 1 /4' MAX. SHIM SPACE 24 8 X 1-3/4' PPH SMS 11 • I /2' MIN. EMBEDMENT) STEEL 25 1/4* X 2-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 27 2X FRAMING G >= 0.42 WOOD 28 8 X 2•I/f PPH SMS I 1-1IT MIN. EMBEDMENT STEEL 30 ROLL FORMED STEEL MEETING STILE REINFORCEMENT BY SILVERLINE #2919 STEEL 31 ROLL FORMED STEEL LOCK STILE REINFORCEMENT BY SILVERLINE 02821 STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. OS GLASS BILE IZ J 51WOVERALL 11 IHK. GLASS 3/32'ANNEALED O AIR SPACE 3/32' ANNEALED GL GIRL G EL I 0.07, A SHs o 10 cLor -- -- ' I i 6 SASH LOCKSlie fo----....---- 11II ` Off• ..., I rOf 0. t A g 10 KEEPERSIIIE I (184• i Y, Renlacemenl f 0 o VSGIAUNGBEAD OS JoJ o 0 MmRewom L If SR ReWOrCemmU V r,')Mi. SUDER FRAME io N.T.S. m: KV m In: LFS mm HD.: FL -14994.1 0 0 -L or 5 p 295 4no o V r,')Mi. SUDER FRAME io N.T.S. m: KV m In: LFS mm HD.: FL -14994.1 0 0 -L or 5 p 2/15/2017 Florida Building Code Online r ll Professional - DCIS Home Log In User Registration Not Topics Submit Surcharge Stats b Fact& Publications FOC Staff SCIS Site Map Links Search Nr Product Approval USER: Public User Product Aonrovol Menu > orndur.! or aaollcabnn S±rrrn > AnubcJbon Litt > 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, N) 08902 800) 234-4228 Ext 4644 onberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, N) 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan ). King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/ I. S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:IA~.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwtDquZRi59%2f)rx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL 14918 R3 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page d 0 0 Page 1/ 2 0 FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Parry. Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918, Lodi Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Installation Instructions Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.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 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No F114918 R3 11 Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Installation Instructions FL14918 R3 li Inst 14918.5.odf haps:lAvww.Boridabuilding.orgfprlpr appdtl.aspx?peram=wGEVXQwIDquZRj59%21Drx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA**3d*6 215 V152017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.S.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953/ 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.10 J. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/ 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact' Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 J. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 1491.8.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.1l.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No F1.14918 R3 II Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.12 for Design Pressure Ratings, any https:/twww.floridabUlding.orgfpr/pr app pll.aspx?param=wGE-VXQwIDquZRj59%o2fDrx2300PLxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAAY*3d%3d Y5 211SM17 Florida Building Code Online additional use limitations, installation Instructions and product FL14913 R3 AE Eval 149t8.t2.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 0918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918. t5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fn Stopper" Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ' 14918.17 q. Series 5800 Model 5810 "Weather • Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use 'Installation Instructions Approved for use in HVHZ: No j FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.0f additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 1a918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hnpsJ/www.0oridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwtDquZRj59%2fDrx23OOPLxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 4/5 2/15/2017 Florida Building Code Online 14918.20 It. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page ©d Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road. Tallahassee Ft 32399 Phone: 850.487.1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. •Pursuant to Section 455.275( 1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubbc. To determine of you are a licensee under Chapter 4SS, F.S., please dick Ir=. Product Approval Accepts: El z Credit Card Safe https:/Mrww.floridabUlding.org/pr/pr_app dtl.aspx?param=wGEVXOwIDquZRj59%21Drx2300PLxr2KHVIY2g3r%2b1%21kKOkbg8iygGAA%3d%3d 5/5 SilverLine" byAndersen r4l, WINDOWS • DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product hos been evaluated and is in compliance with the 51h Edition (2014) Florida Building Code (FBC) structural requirements excluding the •High velocity Hurricane Zone' (HVHZ). 2. Product anchors shot be as fisted and spaced as shown on detods. Anchor embedment to base material shol be beyond wol dressing or stucco. 3. when used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 16M. 1.2 of the FOC. a. Site conditions that deviate from the details of this drawing require further engineering onalysb by o licensed engineer or registered architect. OVERALL FIN DIMENSIONTABLEOFCONIENTS SHEET/ DESCRIPTION I Typlcd ebvatim design pressures d generd notes 2 Har inial 6 vertical cross sections 3HoAmntd S verticd doss sections 1 Buck & frame anchoring 5 Bi of materialsdetdls a components OVERALL FIN DIMENSION MAX. OVERALL FIN WIDTH I— MAX OVERALL FRAME WIDTH MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48- x 77.48' C V = 67.7 x 69.0" sr• 0 O o 72.7 x 82.7 67.7 x 77.7 OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48- x 77.48' 72.0' x 74.0" 67.7 x 69.0" sr• 50,0 -$Q.Q o 72.7 x 82.7 67.7 x 77.7 goo Q,Q •$Q,Q 99.48" x 57.48' 96.0" x 54.7 t`g zgoo Q,Q -$Q,Q a yy 9 C Wm 40 OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48- x 77.48' 72.0' x 74.0" 67.7 x 69.0" GI 50,0 -$Q.Q 75.48" x 85.48- 72.7 x 82.7 67.7 x 77.7 G2 Q,Q •$Q,Q 99.48" x 57.48' 96.0" x 54.7 91.7 x 49.7 G2 Q,Q -$Q,Q 0. rh: KV e c en LrS 3 art FL -14918.2 n a 10 fnlllnlrs R g e v Es 9 go z Z BaER*R INIER*R a N QO v QI 6M 1.1/4 MIN. n?.cm 7 11 2 0 n O 1 1 11 W vi g Gl G2 R+Ealoa La s p o q RM 10 E)(fERpR a art: I1 09/11 i a 8 a VAL. N.T.S. U". of KV o1HORIZONTALCROSSSECTION 2 2 VERTICAL CROSS SECTION L ^' LFS awwc w. ` 2 FL -14918.2 0 wtn 2 or 5 4 a 0 44 p. J= iS y 5 0CL 1 O a O10. 6U. Imi C= X14 Od J6 Gl G2 z EXTERIOR INTERIOR a G i m I 2 9 R 8 a U S Gl G2 INTERIOR $ n / v Q U _ u 12 a c « 11/09/11 i SwE: N.T.S. 1 HORIZONTAL CROSS SECTION 009 ov. KV o 3 VERTICAL CROSS SECTION a.. a* LFS 3 oM.ac o: a FL-14918.2 c r acn 3 OF 5 O MUCK MASONRY OPENING 1,CMAX. BUCK ANCHORING r L 21( BUCK MASONRY OPENING O CONCRETEANCHORNOiES 1, Concrete anchor locations at The carriers may be ad wied to maintain the min. edge distance to mortar Joints. Z. Concrete anchor tocolbns rotod as 1MHAX. ON CENTER' muss be acfjnrsted to maintain The mil. odgo ditlonco to mortarjoink oddllonal concrete anchor may be mquied to ensure the'MAX. ON CENTER dimenslan aro not exceeded. A Concrete anchor tab*: E ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT ti T EDGE ANCHOR IIYY • 1/r 1•IN• Z• 1• IAPCON m ELCO 1/r 1.1lr 1• r igo 0 ma Ul1RACON WOOD SCREW INSTALLATION NOTES: a I. Mairm$ntah a ff*& Sedge cratance, 1' end distance, a T• o.c. spacing of E wood sorem to prevent the LOpOV of woad. O.C.(rYPJ r rTTP. -- i-- z O.C.(TYP.) —' 3 r1r TTP. 10 ti T m N11TYP. 3 0l m LL FRAME ANCHORING MUCK oma. z O.C.(TYP.) —' 3 r1r 8 r T m N11TYP. 3 0l m un•: igo 0 ma R= S r MAX. z O.C.(TYP.) —' 3 r1r 8 r T m N11TYP. 3 0l m FRAME ANCHORING 2X SND 2X FRAMING 10 BE DEWNED BY THE ENGINEER OR ARCHITECT RECORD SAMON WIND LOADS AND THE CLADOWG BONG USED. IL L 11/09/11 = 0 N T.S. a c ev: KV ° K: LF5 re ; a u,0 FL -11918.2 c h ll 4 a V BILL OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FIN BY SILVERLINE 02902' VINYL 2 GLAZING BEAD BY SILVERLINE 02217• VINYL 3 08 X 7' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK(SG >=0.12 WOOD 8 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /1" MAX. SHIM SPACE 5/37 TEMPERED 10 08 X 1-1/2" PPH SMS STEEL I 1 I/P X 2-3/1' ELCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING(SG >=0.12 WOOD 13 GLAZING SPACER STEEL 14flGLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERLINE 02922' VINYL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1 FIXED FRAME 0.75- to o o 16 C INSERT hond 1 o h 0 OGLAZING BEAD 3/4'OVERALL INK. GLASS 5/37 ANNEALED AIR SPACE 5/3Z'ANNEALED I /r GLASS BRE G I GUII 1 1/7 GLASS SITE G2 GLAZING 12 uz c 11/09/11 = c et. KV o m: LF'S ; wee ro . a FL -14918.2 c a 5 0 _5 u 3/4'OVERALL Av INK. GLASS U n 513r TEMPERED 00 1( P z R m Y cz i Ee $9 q6 c JS 14 5/37 TEMPERED 0EE ` c vi3a uz c 11/09/11 = c et. KV o m: LF'S ; wee ro . a FL -14918.2 c a 5 0 _5 u 3/4'OVERALL y INK. GLASS i U 513r TEMPERED Y W U m AIR SPACE 5/37 TEMPERED y o o O n uz c 11/09/11 = c et. KV o m: LF'S ; wee ro . a FL -14918.2 c a 5 0 _5 u r i 2/15(2017 Florida Building Code Online ll Professional fc aCIS Home Log In User Regrstratlon Hot Topic$ Submit Surcharge Slats & Facts Publications FOC Staff SCIS Site Map Links Search b a 4 aa' Product Approval USER: Public User r •• PrnduC AOomyal Menu > Product jr \ool— OM1 Se.wh > Aoohcauon ust > Application Detail FL C FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/ W DMA/CSA 101/I. S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpslANww.floridabUlang.orgfpr/pr app dU.aspx?param=wGEVXQwtD%ZRj59%2fDrx23OOPLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1,994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL L4918 R3 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 © 0 Page 1/ 2 FL # Model, Number or Name I Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 Il Inst 14918.1.0f Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fn 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No EL14918 R3 II Inst 14918.2.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 1NST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.1)df 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 Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952/ 4942-4952 Mullion) Twin Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.5.odf https://www.0oridabuilding.orgfpr/pr app dll.aspx?param=wGEVXOwIDgaRi59%21Drx23OOPLxr2KHVtY2g3r%2bl%21kKOkbgMy9GAA%3d%3d 26 2/152017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Created by Independent Third Party: Yes 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 EL14918 R3 II Inst 14913.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14916.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 1918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any EL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC 'Impact' Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14913.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.Ll.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https://www.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDquZRj59%21Drx2300PLxr2KHV1Y2g3r%2b1%ZIkKQkbg8iy9GAA%3d%3d 315 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odr additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any EL14918 R3 AE Eval 149t8A6.Qdf 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" i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Sial 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https:Nwww.floridabuilding.orgfpr/pr app dll.aspx?param=wGEVXQwtDquZRj59%21Drx2300P1xr2KHVtY2g3r%2bl%2fkKQkbgBiy9GAA%3d%3d 4/5 2/15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 li Inst 14918.20.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 0 0 Page 1/ 2 d 40 T r7. n,R: Contact Its :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: $50.487.182a The State of Flonda is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have arty questions, please contact 850.487.1395. 'Pursuant to Section 455.275( 1), Florida Statute$, effective October 1. 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be mode available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accept$: wm Credit Card Safe Mips://www.11oridabuilding.org/pr/pr app ol.aspx?param=wGEVXOwtDquZRj59%21Drx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 515 Silvefflne' byAndersen r4l, WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES I. This product hos been evaluated and is to compliance with the 5111 Edition )2014) Florida EuZding Code (FSC) structural requirements exckrding the 'High Velocity Hurricane Zone (HVHZ). 2. Product anchors slag be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering ftl compiles with Section 1609.12 of the FSC. 4. For Zx stud framing constsuclion, anchoring of these units shag be the some as that shown for N buck masonry construclion. 5. Site conditions that deviate from the details of this drawing require tslrther engineering analysis by a licensed engineer or registered architect. 41 TAIt1E OF COM M SHEETS DESCRIPTION I Typical elevation, design pressures iL arsenal rates 2 Horizontal a vertical cross sections 3 HodmIal a vertkal cross sections 4 Buck a home anctoing 5 a of materials. I detos d components 41 OVERALL OVERALL FLANGE WIDTH GLASS DESIGN PRESSURE (PSF) FLANGE 720 MAX. OVERALL VVY TYPE POSITIVE NEGATIVE FRAME WIDTH l•: w I /•' 72.98' x 74.98" Lp J 9 O 67.0" x 69.0' z, u z 1, WU' o mdd O 0 OVERALL OVERALL FLANGE WIDTH GLASS DESIGN PRESSURE (PSF) FLANGE 720 MAX. OVERALL O.L.O. I TYPE POSITIVE NEGATIVE FRAME WIDTH DIMENSION DIMENSION 72.98' x 74.98" 72.0" x 74.0' 67.0" x 69.0' Gl u z WU' O 00 i i a OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME O.L.O. I TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98' x 74.98" 72.0" x 74.0' 67.0" x 69.0' Gl 50.0 1 .50.0 uI i 3 t: N.T.S. i er: XV a 7 rn- LFS ; i.M NO: a FL -14918.8 c n n 1 _W5 n i Z i gs llllL 111 8N•;_ 90€WaS z tYY 44FF b Irl EMERIOR INTERIOR au` d I.1/• Mw. T EMB. TYP. I 2 Ll 11 1 v 9 0 • z o in z v v• o r G1 INTERIOR 2 v v I 8 arE: 11 09 IIv swE: N.T.S. EXTERIOR 0,10. m: KV m 1 HORIIOMAL CROSS SECTION 8 2 VERTICAL CROSS SECTION f0L m: I.FS a ol4rwc w: 2 FC -14918.8 c r sKcr a 5 p i Z i 1.1 /P WN leHORIZONTAL CROSS SECTION 3 Shown w/Ix wb•buck EXTERIOR 11 11 INTEWR I ` e e 3 VERTICAL CROSS SECTION 3 OPS mos«rr sal EXTETdOR 11 11 INTERIOR h 19 mLa 0. ei oe W i Gin 17 i Ts *11111 TQC n i dp V N bm4U u l*, a in59a`y VTERIOR 1 swc: N. i.$. 1 v l d ° E v= 0 ec Br KV W a 30 G1 N. W. LFS 3 Optional mosolw sig RHtIOR EXTERIOR WTERIOR OU." w.: a z FL -14918.8 c So SIN 2 VERTICAL CROSS SECTION 3 Shown w/IXsub•buck 2 i _K QUa o EXTETdOR 11 11 INTERIOR h 19 mLa W i Ro H u uue 11/09/11 °:_ swc: N. i.$. 01 ec Br KV 4 VERTICAL CROSS SECTION N. W. LFS 3 Optional mosolw sig OU." w.: a FL -14918.8 c N Pace —,L of - Q 2X BUC MASONRY OPENING 22.S'MAX. P Mel a BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: I. Concrete anchor Iocollom of the comers may be adusfed to maintain the min. edge distance to mortar JolnM 2. Concrete anchor locolions noted as MAX. ON CENTER' must be ocWed to maintain the mss. edge distance to manor OWL additional concrete onctwm a may be fequied to ensure the MAX. ON CENTER' danension ore not exceeded. 8 3. Concrete anchor toble: a 6 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT s W z EDGE ANCHOR ILW a 1/4' 1.114' r 4' fAPCON v 3 ago 9 ELCO a 1/4' 1.1/4' 1' 4' U ITRACON c WOOD SCREW INSTALLATION NOTES: I. Maintain o mbdmum 5/8' edge datonce, 1' end distance. d 1' o.c. spocing of wood screws to prevent the spElling of hood. 9 2X BUC FRN MASONRY OPENING IS MAIL O.C. (TYPJi _.I N- InPi IX BUCK - FRAME MASONRY OPENING FRAME ANCHORING 1X BUCK ISMAX. TYP. FRAME ANCHORING IX BUCK c z W N s W zv: yG I'llttl*1 11\ o d m aH.. 0 v 3 ago 9 man cZe y 8 $a c z W N s W d r-PP.I I s_ 0 PF g ore N T.S. ' th KV m sr LFS ; u we w.. tt FL -14918.8 c a a OF o O W%p an y 13 IHKGLASS 'lllll *...1` n m z U N 0 14 5/37 ANNEALED j ' E `§ c 9 Q5gmddE AIRSPACE ) d oz Q 6 5/37 ANNEALED 84 7GVSS _ BRE _ 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 lA11 G OEFAIT u o < z ^a lV J V V 4, 47 VI V O JO Qa m 295 E 4 Nol O Z O. W 5W N I k I i FC3 ^ Oji' O Q f O • o H ~ u o ZiDv—jn Z G ZIN lfAO ' I I 09 I I c SmEm N.T.S. i oc er: KV m O«. ev. LF S 3 MAW FLAME OK -w w. o I fL- 14918.8 u 9m 5 *.Fv 5 p 81LL OF MAIERIAlS REM OfSCRIPRON MATERIAL 1 MAIN FRAME BY SILVERIINE 052-2151• VVINYzo 411: L2GLAZINGBEADBYSILVERUNE1152-2211• VINYL 3 B 10 X 2•I/2" PPH SMS STEEL 6 GLAZING COMPOUND SIL31,r OVERALL ICONE 7 2X BUCK SG >= 0.12 WOOD MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /1' MAX. SHIM SPACE - 1 I 1/1• X 2.3 4• PFH ELCO OR I1W CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 11 GLAZING SETTING BLOCK - 17 IX BUCK TV000 HWH ELCO OR ITW CONCRETE SCREW STEEL 119I/4' X 2-Il4' HWH ELCO OR RW CONCRETE SCREW STEEL W%p an y 13 IHKGLASS 'lllll *...1` n m z U N 0 14 5/37 ANNEALED j ' E `§ c 9 Q5gmddE AIRSPACE ) d oz Q 6 5/37 ANNEALED 84 7GVSS _ BRE _ 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 lA11 G OEFAIT u o < z ^a lV J V V 4, 47 VI V O JO Qa m 295 E 4 Nol O Z O. W 5W N I k I i FC3 ^ Oji' O Q f O • o H ~ u o ZiDv—jn Z G ZIN lfAO ' I I 09 I I c SmEm N.T.S. i oc er: KV m O«. ev. LF S 3 MAW FLAME OK -w w. o I fL- 14918.8 u 9m 5 *.Fv 5 p 81LL OF MAIERIAlS REM OfSCRIPRON MATERIAL 1 MAIN FRAME BY SILVERIINE 052-2151• VVINYzo 411: L2GLAZINGBEADBYSILVERUNE1152-2211• VINYL 3 B 10 X 2•I/2" PPH SMS STEEL 6 GLAZING COMPOUND SIL31,r OVERALL ICONE 7 2X BUCK SG >= 0.12 WOOD MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /1' MAX. SHIM SPACE - 1 I 1/1• X 2.3 4• PFH ELCO OR I1W CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 11 GLAZING SETTING BLOCK - 17 IX BUCK TV000 HWH ELCO OR ITW CONCRETE SCREW STEEL 1 r • 2/1512017 Florida Building Code Online fL 77 ff 6- Dere salt MplTDaPR DePRDIM tons fcoltrArrPant SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Ficrida r a Product Approval IUSER: Public Userd Product Aewoval Menu > Pravrr or ADuliraOnn Searrh > AODbrabon List > Application Oetall Fl- # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pi ngsheng. z hu@Jamesha rdie. com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indeuendence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13t92 R4 Eauiv ASTM C1186 Equivalency Signed.odf httpsJ/www.0oridabuilding.orglpr/pr app dU.aspx?param=wGEVXCIwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf/RrxWwZsbgA%3d%3d 1/3 2/15/2017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 i FL # Model, Number or Name I Description 13192.1 ' Cemplank Lap Siding j fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 Il ER RIO -2553-15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-I5 Plank Shingle CMU.odf FL13192 R4 li ER RIO -2577-I5 Plank to WSP Sheathing.odf FL13192 R4 11 Install CemPlank Siding.odf FL13192 R4 II NOA 15-0122.04.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA LS-0122.04.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 II Install HardiePlank Sidina.Ddf FL13192 R4 lI NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.Ddf 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: Installation Instructions FL13192 R4 li ER RI0-2555.15 Shinale metal wood.odf FL13192 R4 11 Install HardieShingle Sidina.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shlnale metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R4 It ER RIO -2555-15 Shingle metal wood.Ddf FL13192 R4 lI ER RIO -2557.15 Plank Shingle CMU.Ddf FL13192 R4 lI Install HardieShingle Sidina.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.Ddf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf_ Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf httpsl/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXCIwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAO1.3d°h3d 2/3 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 I1 ER RIO -2577.15 Plank to WSP Sheathing.Ddf FL13192 R4 11 Install Prevail Lao Sidinoxcif FL13192 R4 It NOA 15-0122.04.odf Verified By: lntertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the orrice by phone or by traditional mail. If you have any questions, Please contact 850.487.1395. 'Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: WT Credit Card Safe httpslAivww.11oridabUlding.orgfpr/pr_app dtl.aspx?param=wGEVXOwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwWRgKDf7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2553-15 or RIO -2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. v JamesHardieHardiePlank- NZ. La Siding r%/ g EFFECTIVE SEPTEMBER 2013 MR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS' PRODUCTS 'Isis Mn ameshardie can for the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL- SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE"" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: L CUTTING INSTRUCTIONS Store flat and keep dry and covered pdcr OUFD00RS INDOORS to installation. Installing siding wet or 1 • Posit of cueng staton so:Pai vard will bots dust avny hom usha t Cut only using score ard snap. or shears (manual, elecfne or prehmaticl. saturated may result in shrinkage at butt ard oTers m t:orbir;g area. 2. Use ire D? Te folrowr'il metrrorb- 2. Position curarg station in well•ventiaced area joints. Carry planks on edge. Protect a, gest I Score and snap B. Caulking' (Caulking is not r?commertded edges and comers from breakage. James u. Shears (mamal, Cearc u pratmaticl NEIJER use a power saw mfloors Hardie is not responsible for damage b. Sm: i Dust refkzrg crc W STv empf:ed vAth a NEVER tse a erculm saw Made that does rot carry t:e HaddeBlade sate rdace hademark caused by improper storage and handling I ad e8kide sats blade ard HEPA vacuum erbaflwn NE'JER dry Vleeo - Use wet suppression or HEPA Vaatrn of the product ordo c. Good r. Dust re(" ctralar sa:v vath a HanteElade saw Wade do not caulk nail heads on Har no kr4 use'a'w+ to moderate arjrg) ColorPlus products.) HaldtePtank sxbfug brpolari Note. For malomum protection ((avast respo.be dot poilmn), Jares Haide ieconmefx6 ahvoys usirg -best ••level cur trg mz hoots vhere `easble C."H" jointer cover NIOSH-appoved resWtors can be used n coniwaon:»th above cuttng pracrces ZD fur .er red ce dust erpostres. Ad itbnal erpowre mtamauon ,s avitdaVle install clanks in at j% wi.;arresI affe oom to help yore dewimire the most appropriate cud,rg method lot you ,ob rew remens. I concern still arrests about arpaaue mels a yeti rocef ]le CM113CI 31 Will Joints rot comply'.vith :he alias pfactces. you should at::ays COPSUT a quahrred rxhsulal hrygierat or contact James Hanle %j 'unfru mlontaron. 1-111 GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at vmr w, tamehardie rom A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap' Weather Barrier, a non -woven non-perloraled housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double itll ConstructionDonotuseHardiePlanklapsidinginfasciaortrimapplications. Do not install James Hardie products, such that they may remain in contact with standing water yralef•fesisirve barrier b thin Iradng HardiePlank lap siding may be installed on flat vertical wall applications only. oftlmd of 24' o.c. n --v For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products" at www.JamesHardie.com. 00 NOT use stain, oiValk/d base paint. or powder coating on James Hardie' Products INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nail fne(lfnail ine s not are required by code (as referenced 2009 IRC s""r Dresent place R703.3.2) d Instener A. Joint Flashing(James Hardie recommended) f beI'fro ',4p8T' from top B. Caulking' (Caulking is not r?commertded rwater- sisdve Nor 3 a• from of plank) for ColorPlus for aesthetic reasons as the bailer engem.1gn Caulking and ColorPlus will weather differently. For the same reason, Ilfnitg do not caulk nail heads on Har no ColorPlus products.) HaldtePtank sxbfug C."H" jointer cover install clanks in rocef ]le CM113CI 31 Will Joints to'• Ivalei•res45UlE i tierfief lasrenei Install a t G1' slather sum to ensufe a cauisiem olantk angle leave acciopria:e gati behiwn planks and tris. theft culk - Note: Field painting over caulking may produce a sheen difference when compared to the field palmed PnmePlus 'Refer to Cautking section In these Instructions. For additional information on HardieWrap- VNJealher Barrier. consult James Hardie at 1.866-41-fardte or vr:m.lnardiewrap.com WARNING: AVOID BREATHING SILICA DUST Jamas Hardie - oroducts conlam fesprrode crystalline sfta. who hs orovm to the State of tzifontia to cause cancer arra is considered by KRC drill ?ICSH to oe a catise of cmica lion some oc ideliond sources. Breathing excessive amcunls of resokable silica dust can also cause a kfisaMrng and potentially fatal lung disease called silicosis, and has Deen linked vnth other diseases Some studios suggest smoking nay incn;ase mese rates Ouf mp instalhunn are heNling• h t t vxxk in outdoor areas .vin amble verrWtiorr r2) use libel cement shears for cuffing of. ,vifete not IeasfDle, use a Haidiaelade saty olade arm oust-reoticing circular sari attached to a HF.PA vacuum. tan viarn olheis in the gra nffiate area. (4i :tar a DicoeiN-hned. IIOSH•apDioved mist rrosk U iesoiratcr re.g. H•95) In accordance .nth alwh=10 govemmern regulotions 31x1 rmoacttrai insutKtiors to lwthef frmi iespuwle Mira ewosrues outing cleon•uD. use HEPA vacuums of vel deanw n•elh= • never rhy sheeD For further infangtbn. rrJr to our atstallabon Instructions and Material Safety Cats Sheet ar. chole w :mvi.pireshiudle.coin or Uy eel" 1.8CO.911ARDIE it •8C0.9.12 -1343i FAILLRE TO ADIJEFIE 70 t)t,R .VARW4GS AISDS. AND D iAIL1 ION ITISTMCICNS MAY LEAD TO SERIOLS KRSCrl:.t;FL LRY OR CFATH. hb1JlJynr4 oirJ Zia mom I CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z -Flashing Its requlred bylRC.code e, min 4° x 4" Min. tDonot caulk Vi Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Drip Edge Figure 13 Figure 14 Block Penetration Valley/Shingle In n[ f ur 1h„ Extension IYILst W tpe- fVOW ax;. arf gramt - y4" FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank t lap siding products. Face nailing should onhl be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) i tga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 114" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast` nails or equivalent 10.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 114" into metal framing. OSB minimum 7116" t tga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). ocZmax Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x I-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' Figure 16 24" — O C m04 Minimum overlap I 1114 -min for Both Face overlao 1andBlindNailing NO Line / _ _ 1 Blind Ned 314'•1" t min l - e1/ 4O ovriap race nai 1 J 1 1 l rlap 1 , Nater Resistive I water -resistive 1114- mm earner berner Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlusO products. When face nailing to OSB, planks must be no greater than 9114" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements. and hien considering allernaWe fastening options refer to James Hardie's Technical Bulletin UST6 17 • Fastening tips for HardlePlank' Lap Siding. HS 11 119-P214 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistanl, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie'' products near the ocean. large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative-trealed wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC 8317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NO FE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction Consult James Hardie Technical SenAces it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing Fastener heads should fit smug against siding (no air space). (fig. A ) Do not over -drive nail heads cr duive nails at an angle. It nail is countersunk. fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing. remove and replace nail). PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult. choose a setting that under dries the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). tip \ IV k1Vcountersunk. llq, 0fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended it the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not availarle. Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM Do not use aluminum fasteners, staples, or clipped head nails. C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and curing James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe on any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus, Technology touch-up applicator. (ouch -up should be used sparingly. It large areas require touch-up. replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. rerminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus fechnology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third part/ touch -tip or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -tip will not be covered under the James Hardie ColorPlus Limited Finish'OlarraO/ PAINTING JAMES HARDIE9 SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust. dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie-, Products. Aoply finish coat in accordance with paint manufacturers mitten instructions regarding coverage, application methods. and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS1II19-P314 6113 y 10 COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS j HARDIEPLANK" LAP SIDING WIDTH So 51,4 61/4 7 114 7 Irl 8 8 IA 9 14 9 1 2 12 I SO = too sq.tt) exposure) 4 5 6 6 114 6 314 7 8 8 114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 ICD 80 67 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 0 190 120 100 96 89 86 75 75 56 7 175 i40 117 112 104 100 88 88 65 8 M 160 133 128 119 114 ICO 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 3C0 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 2Co 175 175 i3o 15 375 300 250 240 222 214 188 188 140 16 400 320 257 256 237 229 2C0 200 149 17 425 340 283 272 252 243 213 213 158 18 490 360 30D 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 5C0 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product IRECOGNITICN. In accordance xrN IMES Evaluation Report ESR -2290. Hardie-RankO lap slug is recognized as a witable alternate to that specified on: the 2000.2009.32012 Intemaoonat Residential Code for One. and Two-Famrty Dwellings. and the 2006. 2009, d 2012 Intemaaonal I3utidi g Code.. HardrePlank lap siding is also recogmted for application in the folovrmg• City of Los Argeres Research Report No 24862. State of Flo da using FL:889 Dade County, Ronda NOA No. 02-0729.02. U.S Dept of HUD Materials Release 1263c. Texas Department of Insurance Product Evaluation EC -23. City of Nevi York HEA 223-93. A, and California DSA PA -019. These documents should also be consulted for addlfonat infomtadon cencerruq the surtabdfty of ft product for specific applications. 02013JamesHardeSuldingiDroducM Aenghtsmserved. Additional Installation Information, T;4 SM. and O denote trademarks s or registered trademarks of M.1JarresHartlwTerJfnobgylunled.::isaregistzredtrademark 'Narranties, and'Narnings are available at ameSHardieofJamesHardleTechnologyLurutedwww.jameshardie.com Per4flast is a registered trademark of ETdF Fastening Systems. Inc HS 11119-P414 6113 V115/20117 Florida Building Code Online k a'-. Business & Professional Regulation, s rla SCIS Home Log In User Registration Hot TOWcs Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Ffcrda 4 •. ' a Product Approval USER: Public User Product Aoproy)l Manu > ometext nr Aoullcabon Sear-,') > ACollcallnn List > Application Detail a FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Egum ASTM C1186 Equivalency Sioned.Ddf htlps:/MIww.Ooridabuilding.org/pr/pr app dll.aspx?param=wGEVXOwIDgvRk6bsvZ66FOMz7xGPgkregYuSa/o2bAvrIW7KTav2jCcCpga/o3da/o3d 1/2 2/15/2017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL tt Florida Building Code Online Model, Number or Name 13265.1 Hardie5offit Panels Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A i Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 15- 10122.04, Description Hardie5offit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions FL13265 R2 II ER RIO -2554-15 Soffit wood metal.odf FL13265 R2 11 Install HardieSoffit Panel.Ddf FL13265 R2 11 NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER RIO -2554-15 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 7 vent Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rat want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address. please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https!/www.0oridabuildirlg.orgfprfpr app dll.aspx?param=wGEVXOwIDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 212 Florida Product Approval HardieSoffit° Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO -2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. F, rH ie fin le"I/ E. Siding % JamesHardie ad S g STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 PW INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS' PRODUCTS Visit ,v:• xameshardue.corn for the most recent version. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONEa INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: L CUTTING INSTRUCTIONS clearance between James OUTDOORS 1 Poston Mr.9 TUILCn SD fiat wind viol bion (lust a,.'*/ Irom user anal others n %voknng area 2 Use ane of TO VWng meUds a. Best: r Shears tmaruat alecax or pnetsiacc) b, ester: r Oust retlt.cng clCllar sav arAxpped viiha Hantiieffte' saw blade ani NEPA vactm n eatratxon c. Good: i Dust rerlong crcum saw wpb a Harde8lade smv Made cry %*a to 'ea to moderate a,ttnq) INDOORS 1. Cut only us;rg shears (manual, electric or pneumaucl 2 PosnLon cutung station m welt -vend aced area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bun joints. tarry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. NEVER use a paver saw indoors DETER Ise a VIVOIF snv bottle mat does not carry Tv HardeStade saw biatle aakmark NEVER dry sweep — Use vier stLppression or HEPA Vacuum inwmi Now For maximum protection ('or si respirable first prod icro. Jamas Hale recommerxts :d:vays tang "ew%lavel anq methods uhere feasble. NIOSH ,yXnoved iespua ors Cur to used n cOnts0rin Neth above cuing pracDces to k&ef reduce dust D=ves. Add Cn a1 exposure informaion s available at vAwr preshafde.com to help yoti deietmiie Ta most appropriate cuMr•g method fa your;ob reWiemems. d coixem still aars's about anoost re'evels or you ID rot comply vxh die alone prw ces. you shoild a6rays consult a rpm66ed nhutnal Ir giemst or corr"la Jm es HanfD la hums mitormat.on. m•r trio i GENERAL REQUIREMENTS: HardieShingle siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at vrww. iamehaldie.com A water -resistive barrier is required In accordance with local building code requirements. The •Hater -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2.3,4.5,6 V must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" In the first 10'. Do not install James Hardie products. such that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. I• DO NOT use stain, olUalkyd base paint, or powder coating on James Hardie" Products. CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete foundation 6' min.I r starter course Maintain a minimum 1" - 2" Maintain a minimum 1" - 2" clearance between James clearance between James Hardie Hardie` products and paths, products and decking maledal. steps and driveways. Figure 3 Figure 2 on Hardiewrao weather WWI. water srdrny resistiveframer deck material 1 1' - 2- min loan nasn,ng ledger At the juncture of the root and vertical surfaces, flashing and countedlashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and lrhn. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST lanes Hardie ` products contain respirable crivaline silica. vouch is knmm to the State of Caldomin to rause cancer aril is considered b/ IARC ann MOSH to he a cause of Canter from some ocamlonal sauces. Breathing eycesslve m unts of respirable silica dust can alw cause a disabling aro poteidaDr fatal fulq disease called silnbsis. and has been linked with other diseases. Some slides suggest striating may increase these rlsla. Curing installation or handing- l i ):work in outoo(r areas vath smote ventilation. 12) use Ilte cernent shears Icr cvning or. where not leasnlile, use a Haidieelade- saw *da and (ist•rerfrarig drcu6v sry attached Ida HEPA +acuum: (31 .vain othets In the immeciale area; rid) wear a properyfitted. NIOSH•aooroved dust mask or respirator (e.g. N•95) in accordance mth appic; bte ocivetmnent iegrialora aro manufacturer rrsirtztrais to further anal reschable silica emmes. Doing dean•uo. use NEPA vactarrns or wet clear= methods -never dry sweep. For further nfounawn, rale to ctu installation rnsdtrpons and material Safety Data Sheet avadaofe u asvwjameshaide.tnrn on oy ca" 1.300.9HMDIE It bOD-9,12.7343) FAILURE TO ADHERE TO CUR WARNiNCS. NISDS. AND INSTALWiWN INSTRUCTIONS MAY LEAD To SERIALS PERSONAL IPULRY OR DEATH. ' HS)1121-Pt/5 6/13 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 dug Do not 114' gap caurk flashing Maintain a minimum 1" gap bemeen gutter end caps and siding & trim. Figure 6 ding r fascra gutter and end cap Figure 7 KICKOUT FLASHING t• Because of the volume of water that can pour down i•, a sloped roof. one of the most critical flashing Slee+ecrr9 5«;;/., details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water wr•nlee. away from the siding. ISMS M QCWA It is best to install a sell -adhering membrane on the S wall before the subfascia and trim boards are nailed DPD cop in place, and then come back to install the kickout. 4uary Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : ` .. flashing snail be a min, of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° - 110" to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" Penetrations such as hose bibs and holes 1 64" or reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). larger such as dryer vents should have a block of trim around point of penelraGon. GABLE INSTALLATION: Installation over sheathing Is recommended (Required for Individuals) for gables., 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16'• to both the left and the right of the center line and snap a caulk line 3) Measure up 2' if you are off a roof line or %J" it you are starting above a band board 4) Set the bottom of your 1 YJ" starter strip at that line 5) Place your 8 /J" Starter Course -bottom IeVel with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical lisle left of center II you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately YV above Key ways 5 per full panel Center Nail can be either one of the keyways. Stay by keyway to avoid shiners) (EX I) Blue Dots show nail placement 8) Measure up 7" with straight and 6" with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your xray up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (E(2) 12) Edges Gable butting into trim leave a 1/8' Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9F mo ceCtetr Igork, Figure 10 1 , safer SDI) sw MVte vae to meet 5Hyl atx• we. 16 4an LJIJI1fj5 311ent . nie, 10 CIC 1C'1.11n' 1 Now rolwolw 1M1 r r 1 1 1 1 1 , 1 1 1 Figure 12 F ,e{ ;Male yes M lar'dtmap Ire hlxo leu rtn, M s..¢o1d pow a i4e11 jp 700 Figure 13 scroril mw na"Is m U" Ira t 1r,1e Figure 11 a•,-slJrerlwwA srkv,sak -M bx ^Nn ;t" sub 15 , from eoll0n of Starlfy CWr9e t > Figure 14 Zc Td Wel va W, 1C'V,"qX*01e 60 g Via. 'Mwe>xesury IPanels Can Also be irutatted direct to stud up to 24'OC. Note: Snapped chalk fines help guide installation. when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121 P2J5 8113 HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening Steps 1- 4 HardieShingle" Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle• Staggered Edge Panel Installation Install HardieShingle'' panels with joints burled in moderate contact. Due to 15 7/e overlapping of the joints, caulk is not required except inhere panels abut trim panels boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip. then install a 8.1/4•• wide HardiePlank" lap siding ------ starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or any horizontal surface leave 114" gap between bottom of siding and flashing. 1/8' min. 16" or 24" Trim gap for O c water -resistive caulk I barrier 1 171 13 1 sheathing I 11 II I I II II DO.IOT NAILL TEHAROUGH IS I 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course course position nails on nail One and secure into framing. along the wall. Only when application is to minimum 7/16' thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a cavity (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). maximum of 13 3/4' o.c. Allow 3/8" from panel edges. steps 5 a 6 This is to prevent pattern repetition. Repeat step 3. 1/e" min. gap for caulk 5) Start the third course, by removing the equivalent of hvo full stud cavities (figs 15 & 17) and repeat step 3. JV 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third 6 I tnm first panel 8 1/4" 1 Y;' to hit center of HardiePlank" starter furthest stud lap siding strip course Note: For aesthetic purposes you may trim SeCOnd ; 6" the bottom of the panel to create a straight course edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) -- - Figure 16 1/4" gap. Do not caulk. • • • • . • • . • • • • • , i • band board HARDIESHINGLEO STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6" exposure from the lop edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Stens 1 -4 Figure 16 Sieos5&6 Trim 1/8' mm. 16' or 24"y water -resistive 1/8" min. gap for O.C. I barrier gap for '. ^ caulk I caulk _ sheathing 1 I I 1 1 L •V, 1 II II OO NOT NAIL ThROUOh I 7" I I This AREA I + I 1 papels 15-1/4' panel! J -- second trim first panel 8Y." 1% course to hit center of HardiePlank starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing. position nails on nail line spaced a maximum of 13 Wit" o c Allow 3/8" from panel edges HARDIESHINGLE° STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 43, based on maximum 7" exposure HS11121 P3/5 6/13 HARDIESHINGLE°INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the v/idesl part of the shingle placed downwards and directly to minimum 7/16" thick Figure 18 sheathing. Trim Fastener Requirements 0.091" x 0 221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used tot fixing HardieShingle siding to 7/16" thick APA rated sheathing HardieShingle' Individual Shingle Installation Due to overlapping of the joints. caulk is not required except where panels ---- about trim boards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 19). 1) Install 1 1/4' starter strip and a 8 1/4" wide HardiePlar;V shingle siding starter course. _ _ _ _ 2) Install first shingle from the end aburring trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1 /8" gap for caulk at trim and continue the course along the wall. 4) Start the second course. leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLEO INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 HARDIESHINGLE& HALF -ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShinglet Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle,, panels with joints butted in moderate contact. Due to Figure 19 15-1/4" shingle ----- 7" max. exposure A--- postion nails on nail line a minimum 3/8' from edge 6741Y;. HardiePlank starter lap siding strip AInstall with the widest part of the shingle Dlaced downwards Figure 20 trim board overlapping of the joints. caulk is not required except where panels abuh 1/8ogap trim boards. (fig. 20). Entire keyways do not line tip on subsequent courses. caulk 1) Install a 1-1/4" starter strip, then install a 8.1/4" wide HardiePlank lap sliding starter course. 2) Place first panel so that panel end centers over sltid. Trim panel as 15 1/4' needed. Butt the cut end into trim as shown (figs 20). When installing shingles over a band board or any horizontal surface. leave 1/4" gap between bottom of siting and flashing. _ 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. r1) Start the second course, by removing the equivalent of one full stud cavity 16" or 24" OC), again abutting the cut end into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. HARDIESHINGLE HALF -ROUND PANEL COVERAGE inrougn previous courses. Only when application is to minimum 7116" thick APA rated sheathing, position nods spaced a maximum 13 314' e.c Allow 318' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' space shingles max 1/4* open eave a min lap f 1-1/2- between lints in succesive nurse 1 1 /4" starter strip 8-1/4" HardiePlank' lap siding HSI1121 P4/5 6113 CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside comer, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1') thick trim Figure: Z1o. WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as it the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (rig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace naiq. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up Ibis are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS. Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. James Hardie' products must be painted days for primed product and 90 Countersunk, days for unprimed. In addition non ColorPluslus'' product versions of HardieShingle' Siding till & add nail require a field applied prime coat 100% acrylic primers and topcoats are snug flush DO NOT DO NOT recommended. Do not paint when wet. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the CobrPlus' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle' siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third pally touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE3 SIDING AND TRIM PRODUCTS WITH COLORPLUS, TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is dean, dry, and Iree of any dust. dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiUalkyd base paint, or powder coaling on James Hardie", Products. Appy finish coat in accordance vrtth paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOGNITION: In accordance .Ath IMES Eval uanon Report ESR -2290. HardieShingle " siding is recognized as a suitable alternate to that specified in. Sue 2006.2009.b20t2 International Residential Code for One. and TvaFarroly ptvefings, and the 2006.2009. b 20t 2 lntematanal Buldrtg Code.. Hard)Shingte lap siding is also reixgnized for application in the following: City of Los Angeles Research Report No. 24862. State of Ro ida listing Rk889, Dade County. Florida NCA No 02.0729.02, U.S. Dept of HIA Materials Release 1263c, Teras Department of Insurance Product Evakwdon EC -23, City of New York MEA 223.93-M, and California DSA PA -019. These documents should also be consulted for additional information mricesnirg the suitadliy of this product for specific appifeations 2013 James Hardie Building Products, hc. All rights reserved. Please visit www.jameshardie.com for Additional TAI, Snt, and ® denote trademarks or registered trademarks of Product Information and Availability, Ja mesHa rd ie James Hardie Technology Limited. OIs a registered Installation Information, Warnings. and Warranties trademark of James Hardie Technology Limited. HSI 1121 P5f5 6113 r 1 RDlllpn DIM WWW CP Business & Professional Regulation SCIS Home Log In User Registration Hot Topi- I Florida Building Code Online i r i-, U r rMR. Submit Surcharge ' Slats b Facts Publications FOC Staff SCIS Site Map Links search Fbrida Product Approval usER: Public user w - Produn Aooroval Menu > ?mdac or aoohc. tion S?arrn > necl .7btlon USI > Application Detail FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 1 Validation Checklist - Hardcopy Received Certificate of independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code htips://www.0oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwIDquk24AUC% 2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 1/2 2/152017 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use Aluminum soffit panels Installation Instructions FL12194 R3 II ALC15001 Evaluation Report 2014 FBC O4 T4 Soffits d Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 7014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes 94fk Vnft Contact Us :: 2631 Blair Stone Road. Tallahassee FL 32399 Phone: 8 Sm -487-1824 the State of FloridalIs an AA/EEO employer. Cogynaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement a•fund Statement .: ._ Under Florida law, email addresses are public records. If you do not want Your e-mail address released in response to a public -records request. do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 950.487.1395. -Pursuant to Section455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The ema ls provided may be used for official cpmmuniCadon 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 addre Fhich can be . S., please dock madeehavavailable to the public To determine If you are a liceruee under Chapter Product Approval Accepts: PRO] Ii_ Credit Card Safe httpsJMmw.iloridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXowtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GE0%2f1CXzYpyxA%3d%3d 2n J TRINITY' i ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate o/Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09 -R2 FL12194-R2 Date of issuance: 02/26/2009 Revision 2: 06/23/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity 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: ta)tti,rrhrr,q— Robert J.M. Nieminen, P.E. s,-. Florida Registration No. 59166, Florida DCA ANE1983 c.Jhn.,na.• The facsimile seal appearing was authorized by Roben Nieminen, P.E. on 06/23/2015. This does not some as an electronically signed document. Signed, scaled hardcoples have been transmitted to the Product Approval Administrator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY: ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: LaUt Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 2847W 05/01/2008 CTL (TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI (7575878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels in 16 -inch sections. The reported net free ventilation areas are 22.3 inz/ft for the 16 -inch 'full vent' configuration, 11.1 int/h for the 16 -inch 'center vent' configuration, 12.5 inz/ft for the 12 -inch 'full vent' configuration or 4.2 inz/ft for the 12 -inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GC, _ ± 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (Kn = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AH1 may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09 -R2 CerrlJkate of Authorisation #9503 FL12194-R2 Revision 2:06/23/201S Page 2 of 3 TRINITY ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F -channel receiver to its full engagement depth, minimum 0.74 -inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09•R2 Certificate ofAuthoritation 09503 FL12194-R2 Revision 2: 06/23/2015 Page 3 of 3 TRINITYIERD 18' BLANK 3 / 8 PROFILE 0 740" N 238" F' CHANNEL (3/8') ALUMINUM 0.0165" nominal thickness Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 25 TVP. 0.125 TYP. 2.625 REF. 50 TYP. OI00000 00000 0o0oo0N 00000 0oa000 00000 IMF LOWER PArT RN f n1 SCAFI tOUVER5 IORMED W SAME GIRECnON AS RIBS) Evaluation Report A13360.02.09 -R2 forFL12194•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 Exterior Research and Oesign, I.I.C. d/b/a Trinity ERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 1(' CGn[H 1417 TRINITY : ERD jy' 'MU VM Evaluation Report A13360.02.09 -R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 J v TRINITY I ERD APPENDIX 2: ATTACHMENT REQUIREMENTS FOR DESIGN WIND pRESs11RE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.01 -40.0 2.3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4.5 A-3 4 12 J-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6.7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9.10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 8-4 8 16 J-Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHI. 2. "MOP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project-specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GCO = ±0.18), no load combinations (K, = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan-view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7.10. 7. For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, I.I.C. d/b/a TrinityjERD Evaluation Report A13360.02.09412 for FL12194-R2 Certificate of Authorization #9503 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 Ito nailed wood or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing Psf) One (1) min. One (1) min. IY.-inch 3/9 -inch head One (1) min. long x0.072 -inch 1. 12 Wood diameter nail, 24" O.C. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0 min. 1.25 -inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. 1Y-inch Concrete 0.097 -inch One (i) min, long x 0.072 -inch 2. 12 or CMU diameter T•nail 24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0 block or stub -nail, crown staple 3/16 -inch head min. 5/8 -Inch diameter trim nail embedment Min, 3/3" haad dia. nail with min. 1!c' engagementi.`or wood xubatrace) or min. 0.097" dia. T -nail or stub nail with min. 5/8" enyagement(for concrete or block 3ubscrate), 3oaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.L.C. d/b/a Trinity IERD Evaluation Report A33360.02.09•R2 for FL12194•R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 24 J TRINITY' ERD Table A -la: System No. l & 2 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 O<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO SO<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK NO NO NO NO Table A -lb: System No. l & 2 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 O<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20 < h < 30 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO S OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A -lc: System No. i & 2 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0<h<35 4 OK OK OK OK S OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<n<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09•R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 3 of 14 TABLE A-2: 12 -inch Span, F -Channel (stapled to wood) & Fas Eave Height (ft) Pressure Zone Wall Side Fascia Cap O<h<30 Max. F -Channel MDP Max. Fastener Spacing psi) ESYN'tor Span 5 Max. Inch long x 0.072- inch) Substrate Fastener Spacing 64.2 staple min. %-inch head Three (3) min. OK diameter trim nail NO Y. x Y. -inch 3. 12 Wood crown staples 24" o.c. OK in a diamond OK OK OK OK OK pattern OK 3/4- K 1/4- \ CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' TRIM NAIL] C CHANNEL CAW BE PAINrEO S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN TRINITY; ERD Ja Cap Eave Side Eave Height (ft) Pressure Zone Soffit Fascia Cap O<h<30 Max. Max. MDP Substrate Fastener Spacing Fastener Spacing psi) 4 One (1) min. I% - 5 One (1) min. Y. x Inch long x 0.072- 48,0 Wood Y. -Inch crown 8' o.c. Inch diameter x 48" O.C. 64.2 staple min. %-inch head NO OK diameter trim nail NO OPEN RAFTER FACIA BOARD FASCIA CAP 3/4' x 1/4' CROWN STAPLE 'B' ON CENTER SOMT_ magic . 12 -Inch span SUBSTRATE Table A -2a: System No. 3 - Exposure B Eave Height (ft) Pressure Zone OK 4 O<h<30 5 OK 4 30<h<40 5 170 4 40<h<50 5 OK 4 SO<h<60 5 Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 I Wrc*.It SOFFIT STAPLE pIAMONOPATTERN L.1, I r. vmrsatsA i mAl FACIA BOARD 1Ta-CROWN P FASCIA CAP 3/4' x 1/4' STAPLE SOFFIT - SOFFIT & FASCIA DETAIL 180190 200 OK Basic Wind Speed (mph) OK OK OK NO OK OK 170 OK NO NO OK OK OK OK gOKMOKnK NO OK OK NO OK NO NO OK OK OK OK OK OK OK OK OK OK OK OK OK OK OKOK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK 180190 200 OK OK OK OK OK NO OK OK OK OK NO NO OK OK OK OK I NO NO OK OK NO NO NO NO Evaluation Report A33360.02.09-112 for FL32194-R2 Revision 2:06/23/2015 Appendix 2, Page 4 of 14 J TRINITY ; ERD Table A -2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 1S0 160 170 380 190 O < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<hc50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK I OK OK OK OK NO NO NO NO Table A -2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 0<h<25 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 405 4 OK OK OK OK OK OK NO OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A33360.02.09 -R2 for FL12194•R2 Revision 2:06/23/2015 Appendix 2, Page 5 of 14 JTRINITY; ERD TABLE A-3: 12 -inch Span, l -Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 1S0 160 170 Substrate Soffit to J -Channel 200 Soffit Fascia Cap OK OK Max. OK OK OK OK OK Max. OK Max. NO Max. 4 Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space Psf) OK OK OK 5 OK OK OK OK OK OK OK OK NO NO One (1) 4 OK OK OK One (1) min. lY.- OK OK OK OK I OK NO Three (3) NO min. #8 x One (1) inch long x min. Y. x f:- Y. -inch min. Y. x 0.072 -inch 48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood Y. -inch 8" o.c. diameter x min. 48" o.c. staples in a 3/8 -inch crown inch head 64'2 diamond head staple diameter trim pattern diameter nail screw 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN OPEN RAFTER S FFIT STAPLE SINUSDIST 1131V DIAMOND PATTERN DETAIL FACIA BOARD L j crvrrri STAKES FASCU CAP 3/4' X 1/4' CROWN J- CHANNELSTAPLE ' 8' ON CENTER screwed to cof f l t 1-3/4' TRIM NAIL with one(1) 4B x PAINTED S.S. 48" lie- x 3/9• head O.C. diameter screw, l6• 0. c. SnFFFT-max. 12 -inch span WOOD OR BLOCK SUBSTRATE 1-3/4TRIM NAIL I FACIA BOARD PLANTED S.S. FASCIA CAP 3/4- x 1/4 - CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A -3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 1S0 160 170 180 190 200 0<IT<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<IT<60 4 OK OK OK OK OK OK OK OK I OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 14 i TRINITY' ERD Table A -3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone 110 Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK I OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK Ox OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50 < h < 60 4 OK OK OK OK OK Ox NO NO NO 5 OK OK OK OK I OK NO NO NO NO Table A -3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09•R2 for FL12194•R2 Revision 2: 06/23/2015 Appendix 2, Page 7 of 14 j , TRINITY . ERD TABLE B-1: 16 -inch Span, F -Channel (nailed to wood) & Fascia Wall Side Cap Eave Side Basic Wind Speed (mph) 120 130 4 OK F -Channel OK Soffit Fascia Cap 5 OK Max. NO MDP OK OK OK Max. Max. System No. Span inch) SubstrateF(I)min. Max. Spacing Substrate Fastener spacing Fastener Spacing psf) 5 OK NO NO One (1) min. lY.- inch long x 0.072 - One (1) min. 3/8 inch diameter x36" o.c. 25.6 5, 16 Wood amee, 24' o.c. Wood x 3/8•inch crown 6" o.c. min. 3/16 inch min.1.25•inch staple head diameter embedment trim nail Table B -la: Systery Eave Height (ft) 0<h<30 30<h<40 40<h<50 So<h<60 Min. 3/3- hsad 3:e. 11811 rt:i mir.. 1!:- cn9 30nonc1.or wood sub=cracof or n. 0 0?7- A:n ?-nail or •:ub nail v:ch m:n. 5/!- en9egam.n:lt r con_rOL4 or block auhntrn-.a), sparni ea noc.rti e!:Cvo. FASCIA SLIP BOARD FASCIA TRIM I— SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL a—. OL 91ock W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL No. 5 Exposure B Pressure Zone 110 Basic Wind Speed (mph) 120 130 4 OK OK OK 5 OK OK NO 4 OK OK OK 5 4 OK OK NO OK NO NO 5 4 OK OK NO OK NO NO 5 OK NO NO Evaluation Report A13360.02.09•R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity ERD Revision 2: 06/23/2015 Certificate of Authorization x9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY .ERD TABLE B-2: 16 -inch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wali Side Eave Side F -Channel Soffit Fascia Cap System Max. Span MDP psf) Max.Max. fastener Spacing Fastener Max. Spacing No. inch) Substrate Fastener Spacing Substrate One (1) min.1Y.- One (1) min. long x 0.072- Concrete 0.097-inchinch diameter 7 -nail 24" Wood One (1) min. 3/8 x 3/8 -inch crown 16" o.c. inch diameter x 36" o.c. 33.3 6. 16 or CMU or stub -nail, o c staple min. 3/16 -inch block min. 5/8 -inch head diameter trim nail embedment Min. 3/8" head dia. nail with min. 11% engagomen t(fOr wood aub3traoo) or min. 0.997" dia. T -nail or stub nail Mich min. 5/9" engagamenc(for conc_•oce or block substrate), spaced as noted abo•: _ . ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-112 for F112194-112 Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY, ERD Table B -2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 0<11<30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK OK NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK OK NO 5 OK OK NO NO NO Table B -2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table B -2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height Ift) Pressure Zone 110 1Z0 4 OK OK 5 OK NOO<h<15 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20<h<30 4 OK NO 5 NO NO30< h < 40 4 OK NO 5 NO NO40<h<50 4 OK NO 5 NO NO50 < h < 60 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE -59166 J TRINITY ERD TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Eave Height (ft) F -Channel 110 Soffit Fascia Cap 150 160 0 < h < 30 4 Max. OK MDP OK Max. 5 OK OK OK OK NO NO TSPM- acing 4 Max. System No. Span inch) Substrate Fastener Spacing Substrate Fastener 4 Fastener Spacing Psi) OK NO 5 OK OK OK NO NO NO 50 < h < 60 4 OK OK One (1) min. lY.- NO NO 5 OK OK OK NO NO NO Three(3) h min. 3) Y. x e One (1) min. % x inch long x 0.072- 27.0 7. 16 Wood crown staples 24' o.c. wood X -inch crown 8" o.c. inch diameter x a8" o.c. 36.1 in a diamond staple min. X -inch head diameter trim nail pattern Lj y.• wr--m SOFFIT STAPLE OPEN RAFTER ` Top`= ; DIAMOND PATTERN I , 3/4' x 1/4' D AI CROWN STAPLES USING A DIAMOND r / PATTERN FACIA BOARD i rAscIA CAPf— 3/4' x 1/4' CROWN 1-3/4' TRI. NAIL FACIA BOARD T STAPLE '8' ON CENTER PAINTED S.S. AWED TRI. NAR wWF' CNEI CAN BE PLANTED S.S. 48' FAXSCIA CAP INSTALLED WITH THE O.C. t/4' NAILING FLANGE UP OR STAPLE DOWN SOFFIT -max. 16 -inch span SOFFIT swuBSTRATE SOFFIT & FASCIA DETAIL Table B -3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 0 < h < 30 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, LIC. d/b/a Trinity (ERO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY ERD Table Bab: System No. 7 - Exposure C Eave Height Ift) Pressure Zone 110 Basic Wind Speed Imph) 120 130 140 O<h<15 4 OK OK OK OK 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK I NO 5 OK OK NO NO 30 < h < 40 4 OK OK OK NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table 8-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15<h<20NO 4 OK OK OK 5 OK NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40<h<50 4 OK OK NO 5 NO NO NO 50< h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinityl 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 22 of 14 TABLE B-4: 16 -inch Span, )-Channel (stapled to wood) & Fascia Wall Side 1 -Channel Cap Fascia Cap rt Max. Max. System No. Span inch) Max. Spacing SubstrateF(33) Substrate Ipsf) 3/4' X 1/4' CROWNJTRIMN" AltFACIA BOARD One (1) min. IY.- PP OKOK One (1) min. Y. x inch long x 0.072- 5 4 16 Wood 24' o.c. Wood inch diameter x 48' o.c. In a diamond staple OK OK min. Y. -inch head pattern OK OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. A -*TR -max. 16 -Inch span W000 OR BLOCK SUBSTRATE J TRINITY ERS Eave Side MDP Soffit Fascia Cap rt DIAMONDPATTERN Max. Fastener 110 Fastener Spacing Ipsf) 3/4' X 1/4' CROWNJTRIMN" AltFACIA BOARD One (1) min. IY.- PP OKOK One (1) min. Y. x inch long x 0.072- 5 4 23.5 inch crown 8" o.c. inch diameter x 48' o.c. 31.4 staple OK OK min. Y. -inch head OK OK OK NO NO 40<h<505 diameter trim nail OK OK OK OK SOFTTT — SOFFIT—&—E-65—CIA DETAI Table B -4a: System No. 8 Exposure B SOFFIT -ST -AP -LE rt DIAMONDPATTERN El DI EFACIABOARD WTD ; 110 120 FASCIA CAP 3/4' X 1/4' CROWNJTRIMN" AltFACIA BOARD STAPLE '8' ON CENTER PP OKOK FASCIA CAP 3/4' X 1/4' 5 4 CROWN STAPLE SOFTTT — SOFFIT—&—E-65—CIA DETAI Table B -4a: System No. 8 Exposure B Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130MNO ISO 4 OK OK OKOK 0<h<30 5 4 OK OK OK OK OKNO OKNO 30 < h < 40 5 4 OK OK OK OK OK OK OK NO NO 40<h<505 4 OK OK OK OK NO OK E]NOEEd NO NO NO 50<h<60 5 OK OK NO NO Exterior Research and Design, LLC. d/b/a TrinityIERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A33360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2, Page 13 of 14 Table B -4b: System No. Eave Height (ft) 0<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 I `Y 1 TRINITY + ERD 8 - Exposure C Basic Wind speed (mph) Pressure Zone 110 120 130 OK OK OK 4 5 OK OK NO OK OK OK 4 5 OK NO NO OK OK NO 4 NO 5 OK NO OK OK NO 4 NO 5 OK NO 4 TEENO OK NO 5 NO NO 4 NO NO 5 NO NO Table B -4c: System No. I Eave Height (ft) 0<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Exposure D Basic Wind Speed (mph) Pressure Zone 110 120 4 OK OK OK NO 5 q OK OK 5 NO NO q OK NO NO NO 5 q OK NO NO NO 5 NO q OK NO NO 5 q OK NO 5 NO NO Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09•R2 for FL12194•R2 Revision 2:06/23/2015 Appendix 2, Page 14 of 14 Table B -4c: System No. I Eave Height (ft) 0<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Exposure D Basic Wind Speed (mph) Pressure Zone 110 120 4 OK OK OK NO 5 q OK OK 5 NO NO q OK NO NO NO 5 q OK NO NO NO 5 NO q OK NO NO 5 q OK NO 5 NO NO Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09•R2 for FL12194•R2 Revision 2:06/23/2015 Appendix 2, Page 14 of 14 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09•R2 for FL12194•R2 Revision 2:06/23/2015 Appendix 2, Page 14 of 14 r 2/15/2017 Florida Building Code Online r ll tK egulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FBC Start SCIS Site Map Links Search crida f+ ' Product Approval USER: Public User Product Approval Menu > n•pdt,r., or Aoolicacihn Search > Application Lost > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 2016 01 COI Nieminen.Ddf Standard ASTM D1970 ASTM D3161 ASTM 03462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 htlpsJ/www.noridabuilding.orgtpr/pr app dill.aspx?param=wGEVXQwtDquracBeVCbciMQNZD6Zesy3BpT6YGGOoRawlpb5sSbzrBQ%3dah3d 1/2 2/15/2017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The Slate of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emads provided may be used for Official communication with the licensee. However email addresses are public record. If you 00 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: MIT itwn Credit Card Safe htipsJ/www.noridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquracBeVCbdMONZD6Zesy3BpT6YGGOoRawtpb5sSbzrBO%3dg/o3d 2/2 f TRINITY ; ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 013 OXFORD, CT 06478 PIIONE: (203) 262-9245 FAX: (203)262.9243 Evaluation Report 01506.01.08-R17 FL10124-R15 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE2983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither 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. a•JNs—Sim Sa i' QTn•SwG!' Tty. S O.w,.• CTf SFS I.- : Tht facsimile wfapptaMgw•as tuthwlrtd by iobrtNbmwn, 3^,7 l t•.•'I' J+hmarn• P.Lon M/dl/IMS. Thb dote net rtne a an Nect,dnitadr alSned document. SfinM.uated hardtopto have been tranarm7ted to the aredoct appewal AdmiMHretor Md to the tamed dlent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Budding Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propert Standard Year 1507.25, 8905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, 1905.2.6.1 Wind Resistance ASTM 03161 2009 1507.2.7.1, 8905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, 8905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: tau GAF (PDM 1915) PRI (TST 5878) PRI (TST $878) PRI (TST 5878) UL (TST 1740) Ut (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 UL (TST 17401 UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL(TST 1740) Exterior Research and Design, U.C. CerN/Icote of Authorization #9503 Examination Letter of Equivalency ASTM D3462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM D3462 ASTM 03161, TAS 107 ASTM D3161 ASTM D3462 ASTM 03161, TAS 107 ASTM 03161, TAS 107 ASTM D3261 ASTM 03462 ASTM D3462 ASTM D3161 ASTM D3161 ASTM D3462 ASTM D3162 ASTM 03462 ASTM D3162 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM 03462 ASTM D3261,03462 ASTM D3162 ASTM D3161 ASTM 03161 ASTM D3161, D3462 ASTM D3161, 07158, 03462 ASTM D3161, D3462 ASTM 03161,D3462 ASTM D3261,D3462 ASTM D3161, D715$ D3462 ASTM D3161. D7158, D3462 ASTM D3161, D7158, D3462 ASTM 03161, 07158, D3462 ASTM 03462 ASTM D3462 ASTM D3161, 07158, 03462 ASTM C13161,07'_58, D3462 ASTM 03161, 07158, D3462 Reference Seal•A•Ridge Impact Resistant IR GAF•059-02.01 GAF.080-02-01 GAF -407.02-01 93NK6295 99NK43835 94NK9632 OINK06632 02NK9226 OINK37122 OINK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK:3850 04NK13850 04NK30546 04NK22009 04NK22OC9 OSNK27924 OSNK27924 06CA28077 06CA18074 06CA35252 06CA31603 06CA41095 07NK05228 06CA31621 06CA62248 07CA31742 ORCAC610D 07CA559D8 09CA10592 09CA06856 09NK06647 09CA27281 IOCA35554 IOCA13686 IOCA07264 JOCA11953 IONK11951 IONKl2O70 OSCA06100 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/2001 OS/21/20C1 12/18/20C1 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/20D6 10/18/2006 12/01/2006 12/27/2006 03/:3/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2008 04/01/2008 03/26/2CO9 OS/15/2CO9 08/01/2009 08/27/2009 03/05/2010 05/15/2010 05/27/20:0 10/29/20:0 10/30/20:0 11/04/20:0 01/30/2010 Evaluation Report 01506.01.08•R17 FL1017.4-815 Revision 17:03/31/2015 Page 2 of S J TRINITY ; ERD Enijt V Examination Reference Date UL (TST 1740) ASTM 03161, D7158. 03462 ICCA53934 03/31/2011 UL (TST 1740) ASTM D3261,1>7158,0462 IICA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 IICA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, 03462 IICA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, 03462 IICA48725 12/09/2011 UL. I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 962 8) ASTM D3161, D7158, D3462 12CASS151 02/15/2013 U4 LLC. (TST 9628) ASTM D3161 12CA39083 02/26/2013 UL, LLC.(TST 9628) ASTM 03161 13CA32332 06/18/2013 Ut,LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (QUA 96 25) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 VL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Myers:own, PA 02/C6/2015 UL, LLC. (QUA 96 2S) Quality Control Inspection Report, RZI, Tuscaloosa, Al 02/20/2015 VL, ILC. (QUA 96 25) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2D15 UL, LLC. (QUA 96 25) Quality Control inspection Report, RZI, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, RZI, Minneapolis, MN 07./16/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, RZI, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Repon, RZI, Baltimore, MO 02/31/2015 Ut, I.I.C. (QUA 9625) Quality Control Inspection Report, RZI, Tampa, Fl 03/05/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, RZI, Dallas, TX 02/25/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shinsdes: 4.1.1 Marquise WeatherMax•, Royal Sovereign' and Sentinel' are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot*, Camelot' 11, Country Mansion' 11, Grand Canyon, Grand Sequoia', Grand Sequoia* IR, Monaco', Sienna', Timberline American HarvesN, Timberline' ArmorShield'" II, Timberline* Natural Shadow', Timberline HD', Timberline' Cool Series, Timberline Ultra HD' and Woodland° are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline° Is a fiberglass reinforced 5 -tab asphalt roof shingle. 4.2 HIP & Ridge Shingles: 4.2.1 Seal -A -Ridge' Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles and Timbertex' Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start' Starter Strip Shingles and Weather8locker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V,,w =150 mph (V„ a =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. S.42 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us In all wind zones up to V„d = 150 mph Vvr ” 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report O1S06.01A8-R17 Cerd/icore of Authorization 09503 FL10124-R35 Revision 27:03/31/2015 Page 3 of 5 i TRINITY ERD 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20.3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Vnderlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be locally Approved per Rule 61G20.3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: D Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturers current published instructions with a minimum two (2) nails, minimum 3/8 -Inch head diameter, per shingle and nominal 0.25 -inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". Its' Sealant 1• (292mllam) 1' /Sente 25 mm) (25 mm) Enduit d6tandsiim 680107 12' 305 mm) 12' 305 mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R17 Certlfkote of Authorhotion #9503 FL10124•RIS Revision 17:03/31/2015 Page 4 of 5 6.4.2 1 TRINITY j ERD I 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. 11 ii' $VAI nI t• 11:42 r•rry, t' grllnnlo 25 mm) _ {25 nmm)Ceduitd'ctcrelrctd c 272 tr vas Inrr 1 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 9. MANUFACTURING PLANTS: Contact the named QA entity for information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R17 Certificate ofAuthorization 09503 FL10124-R75 Revision 17: 03/31/21135 Page S of S b• J 2/1512017 Florida Building Code Online IF F"11111 CA 0111FAXTrA NT W Business • Professional, Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats B Facts Publications FBC Staff SCIS Site Map Links Search b a t r 14*. Product Approval IUSER: Public User P,oduc AODrrr•ial Menu > Prod, -rt or ADDhcatrnn SVIMM > ADDlirarton L St > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLIS216 R2 COI 2015 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 hltps:Uwww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDgv3yWKJZ1QRAdhyl2uSkQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 1/2 a 2/15/2017 Florida Building Code Online 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use outside HVHZ: Yes R2.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2. odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send efectronic mad to this entity. Instead. contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do rot wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455. F.S., please dick here_. Product Approval Accepts: p Credit Card Safe https://www.floridablilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIORAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCOQ%3d%3d 2/2 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ro.sa•es' :: RFs:' •^..::•• • Thelatsi—le seal appearili was authaited by NoWn Mammon, rv-,- P.E.on Oa/I7/x015. this does not serve as an ekaronkal y signed document. S:gned, waled hardc"ws have been transm sited to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER O"IONS Underlayment Section Properties Standard Year 1507.2.3, 1507.5.3, 71507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability. Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, No Yes Yes Breaking Strength, Dimensional Stability 3. REFERENCES: imitif Examination Reference Date ITS(TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COO.002 10/27/2011 ITS(TST1SO9) Physical Properties 10OS39395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in 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 FOC 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: 5.6 Exposure Limitations: 5.6.1 Rhinoltoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certificate of Aurhorizorion #9503 Evaluation Report 140510.02.12-R2 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER O"IONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yet No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 Rhinoltoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certificate of Aurhorizorion #9503 Evaluation Report 140510.02.12-R2 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Simile Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140530.02.12•R2 Certiftote o/Authorizotion #9503 FLlSZ16-R2 Revision 2:04/27/2015 Page 3 of 3 2(15/2017 Florida Building Code Online ti j,gsigess Professional Reg, t SCIS Home Log In Uscr Registration Not Topics Submit Surcharge Stats 6 Facts publications FRC Staff SCIS Site nap Links Search bx Gia- Product ApprovalUSER: Public User r Produr Approval Menu > Pmdun or Awlirrunn Saerrh > Application ! .st > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358.7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE -31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI CertOflndeo,odf 1709.2 haps://www.Boridabuilding.org4x/pr app dtl.aspx?param=wGEVXOwtOgvgqu2w%2bnFgUF114vGKu5UrTSvMEPbBldbgiEG9GRM%2fuw%3d%a3d 112 2/15(2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL it Model, Number or Name 16568.1 "MMI -2" Off Ridge Vent Method 2 Option B 03/02/2015 03/02/201S 03/05/2015 04/15/2015 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation Instructions as a supplemental guide. Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 R1 II 01 MMI -2 OffRidoeVent-ASTPIE330- Steel EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 1131242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 01 MMI -2 OffRidoeVent-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 I MMI -28 Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Approved for use in 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. Installation Instructions FL16568 R1 11 02 MMI -2B OffRidneVent-TAS 100 EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. r3 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MhII-2B OffRidaeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1820 The State of Florida is an AA/EEO employer. Coovnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have one. The entails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with on email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: 0 l 91 E Credit Card Safe htipsJ/www.11oridabuildirlg.orgfpr/pr app dil.aspx?param=wGEVXQwlDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPbBldbgiEG9GRM%2ftm%3da/o3d 212 CBUCK Engineering Sp K=Ia ty Structural E:ngInPvrlr qI CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI -2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI -2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 1 . LICENSE tp No 31212 0'• STATE OF SS/ONAL '0 1111111,` Al T a(1l,/y 1.ened e[ un411 euonv • e 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 CBUCK Engineaprinq SpecldlfLj Struct .WC51 Engineering Manufacturer: Millennium Metals, Inc. Product Name: "MMI -2" Off Ridge Vent Product Category: Roofing FL #: FL 16568.1 RI Date: 2/26/15 Report No.: 15-104-MM2-5t0RV-ER_14 Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CSUCK Engineacorinq FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Spcackon-tj Structural EnQlneerinQ CBUC14 Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330.02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Ootion for aoolication outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). CBUCK Engine*L=rinq FL tt: FL 16568.1 RI Date: 2/26/15 Report No.: 15104-MM2-St0RV-ER_14 Page 4 of 7 Speaclaltj Structural Englneaerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI -2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2- 2', 1/2" 2', 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 CBUCK Engineering FL H: FL 16568.1 R1 Date: 2/26/15 Report No.: 15.104-MM2-StORV-ER_14 Page 5 of 7 ISpEPClaIN Structural Englr't evInq CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization t$TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee N 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineerinq FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER 14 Page 6 of 7 Specldltly Structural Englncaerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. 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) Y Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 CHUCK Engineearinq Report No.: 1510MMM2-104-ER_14 Page Specldlty Structural IEngineaL-ring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 112" o.c. 1 1/2" 4" o.c. Typical. Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Fl. \e 6 R. 8 Ft. 10 Ft. 4" o.c. Base Flange Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws r 4zT lit F, K EIV CITY OF SANFORD BUILDING & FIRE PREVENTION JUN 2 9 2017 PERMIT APPLICATION BY. Application No. 11-11((10 Documented Construction Value: S S4go, 00 Job Address: ?,7q6 GIpP <<Ru. Historic District: Yes No 91 Parcel ID: Residential N Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: V14A roti ,vow 51,6 /c4^Jc. Plan Review Contact Person: D*d-&-okgrt! Title: 1/9 Phone: 32,t - Z? 7- / 912- Fax: 3z,1 -.Zo y- 0316 Email: B aaapN trr+I c • c Name AID PAXKCF,, A10,41 Xs Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information NameTnTz&&t4' f v.dw'rtM u. cac, Tic Street: 106$ A& OAKS gtva City, State Zip: Qu mvD . FL JZ -7 GS Name: Street: City, St, Zip: Bonding Company: Address: Phone: 32-x' L7 7 • / 9 L12— Fax: L Fax• 3L/ -2,07 - 03/6 State License No.: Grc. OZ 9.7 Z/Y Arch itectlEng 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date 2),,(A !i L . SA• p*-,, t/ Print Con or/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30, 2015 Permit Application CITY OF SANFORD 3 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 171114 Documented Construction Value: $ E -'(f; Job Address: _ ( //?18/__Iff e-16 Parcel ID: Historic District: Yes No,E, Residential ® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: le5•&'i l /—.,/ Plan Review Contact Person: Title: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of property? : 1 Contractor Information Name ' ' ! Je"Z f1eq A-4 -1Z Phone: Street: 1 2/ f r1l S'T Fax: n7- City, State Zip: sI i lno?1~E' rY 3Zw, State License No.: J`/pOc> Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NDILU: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befd6ndinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Signature of Owner/Agent Date Sign urc of Con ctor/Agent Date Print Ow r/Agent's Name) lfnature of Not -State of Florida Me Print Contractor/Agent's Name Signature of Notary -Stale of Florida Date i. 04%, CHAD W COWDERY MY COMMISSION 1t FF985918 ryfd. EXPIRES April 25.2020 Owner/Agent is Persona -u s-ryra--We lontractor/Agent is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application FINAL SURVEY LEGAL DESCRIPTION: LOT 6, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81. PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Z, 4Co CS>(pPt-Q C t C Tract "F" D.E. & U.E. (Common Area) b I Fnd. %" Rebar Cap "LB 7623" Fnd. 1/2" Rebar Cap "LB 7623" 0. 99'/ / \ Fence Site Benchmark Information - 0#1 Fnd. Nail & Disk "LB 2108". Elevation: 47_02' 2 Fnd. Nail & Disk "LB 2108". Elevation: 48.20' S o A90 46, Lot 7 00". q S0 d/ 8> son GIPPER CIRCLE, SANFORD, FLORIDA 32773 C59 R=75.00'(P)(M) L=26.54'(P)(M) A=20°16'34"(P)(M) Chord Bearing= S 09°57'22" W 26.40'(P)(M) ore / m Loth \\\ s caO / a one. A/C Pad sea, ppb y 7 :................... 1ED N t..........................................=3 Two Story Wood Frame ? _ ; to 3 . & Concrete Block ......N oro M s. O .Residence # 2946 .,..... 3.6' to - a... FFE= 49.45'............ 4.0' a 43.3' `° .3, 19.0' o #1 N 81 Ory p0. LoriW J p1. S 89°49'04" W 80.00' (P)(M) a^ Fnd. %" Rebar it Lot 5 & Cap "LB 7623" I co i0 to O_ O O Fnd. h" Rebar Cap "LB 7623" P.T. located on Lot 3 Benchmark Information - Seminole County 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 - 7/6/17 Docu Signed by: LatVill k (vt l,alJAJ B10ED63FCAE64EB... L1 S 00°10'56" E 4.79'(P)(M) 0 #2 N Q c E N o U r' U Q> L, 10 W o t0 to L h Q Graphic Scale 6. 15' A' 60' Scale: 1"=30' Field Date: 11/14/2017 Date Completed: 11/15/2017 NOTES Survey is aced 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 Baud upon the Line Denoted with a"BB'. I hereby Certify that this Boundary survey or the above Described Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida In accordance with Chapter 5J-17.052 Florida Drawn By: R,S. File Number:IS-36305 F02 Legend- nyl Q C c CanCantedine O Oe0C"i m BCM Concrete Block Concrete Monument pl -Point of Irrtereedtion LL EtD Q''?ca ti•'.Qj. 12.4, 0 P.O.B. - Point of Beginning P.O.L Point w FOR D Description on Dna, PP -Power Poleappropriate Septic Tanks and/or Grainfield locations areapproximate and MUSTbeverified by r` O i Md.e r THE STAT LJ LCDs w o 0 06 o Use of This Survey for Purposes other than Intended, Without Written Verification, Will be Patrick K. Irelan ,' 6637 LB 7623 0 Federal Emergency W Z R[oRtoP This Survey is intend 'Y) use of Said Certified Parties. 6 Mena ement A en99 cy R - Radius Construed to give ANY Rights or Benefits to Anyone Other than Mose Certified. g o fir 12.4' Fnd. %" Rebar Rad. -Radial R&C - Rebar &Cap Rec. -Recovered Cap "LB 7623' p. 8' Fence Site Benchmark Information - 0#1 Fnd. Nail & Disk "LB 2108". Elevation: 47_02' 2 Fnd. Nail & Disk "LB 2108". Elevation: 48.20' S o A90 46, Lot 7 00". q S0 d/ 8> son GIPPER CIRCLE, SANFORD, FLORIDA 32773 C59 R=75.00'(P)(M) L=26.54'(P)(M) A=20°16'34"(P)(M) Chord Bearing= S 09°57'22" W 26.40'(P)(M) ore / m Loth \\\ s caO / a one. A/C Pad sea, ppb y 7 :................... 1ED N t..........................................=3 Two Story Wood Frame ? _ ; to 3 . & Concrete Block ......N oro M s. O .Residence # 2946 .,..... 3.6' to - a... FFE= 49.45'............ 4.0' a 43.3' `° .3, 19.0' o #1 N 81 Ory p0. LoriWJ p1. S 89°49'04" W 80.00' (P)(M) a^ Fnd. %" Rebar it Lot 5 & Cap "LB 7623" I co i0 to O_ O O Fnd. h" Rebar Cap "LB 7623" P.T. located on Lot 3 Benchmark Information - Seminole County 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 - 7/6/17 Docu Signed by: LatVill k (vt l,alJAJ B10ED63FCAE64EB... L1 S 00°10'56" E 4.79'(P)(M) 0 #2 N Q c E N o U r' U Q> L, 10 W o t0 to L h Q Graphic Scale 6. 15' A' 60' Scale: 1"=30' Field Date: 11/14/2017 Date Completed: 11/15/2017 NOTES Survey is aced 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 Baud upon the Line Denoted with a"BB'. I hereby Certify that this Boundary survey or the above Described Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida In accordance with Chapter 5J-17.052 Florida Drawn By: R,S. File Number:IS-36305 F02 Legend- C Calculated PC -Point of Curvature Building Ties are NOT to be usedto reconstruct Property Lines. tatutes. Administrative Codes, Pursuant t ion 472 27 Florida Statutes- Can Cantedine Pg. -Page Fence Ownershlpis NOTdetermined. y\CKIFiR c BCM Concrete Block Concrete Monument pl -Point of Irrtereedtion Raof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS Q''?ca ti•'.Qj. Cone. Concrete P.O.B. - Point of Beginning P.O.L Point otherwise noted. aro FOR D Description on Dna, PP -Power Poleappropriate Septic Tanks and/or Grainfield locations areapproximate and MUSTbeverified by r` O i Md.e r THE STAT DE Drainage Easement PRM - Permanent Reference Utility Location Companies. FIRM Esmt. Easement Monument Use of This Survey for Purposes other than Intended, Without Written Verification, Will be Patrick K. Irelan ,' 6637 LB 7623 F.E.M.A. Federal Emergency PT - Point of TangencygLy at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be R[oRtoP This Survey is intend 'Y) use of Said Certified Parties. Mena ement A en99 cy R - Radius Construed to give ANY Rights or Benefits to Anyone Other than Mose Certified. g This SUNB NOT VALID UN and Embossed with Surveyor's Seal. FIFE FnIP Finished Floor Elevation FoundIronPipe Rad. -Radial R&C - Rebar &Cap Rec. -Recovered INTEREST - POINTSOFINTEREST DRIVEWAY OVER EASEMENT. Ireland &Associates SurUeyting Inc. L Length (Arc) Rfd. - Roofed MN&D Measured Nail & Disk Set - Set 1/V Rebar & Rebar Cap "LB 7623" 1301 S. International Parkway Suite 2001 IN R. Non-Radial Typ. -Typical Lake Mary, Florida 32746 ORBP Official Records Book Plat UE - Utility Easement WM - Water Meter www.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) Office -407.678.3366 Fax -407.320.8165O- Wood Fence 1- - Chain Link Fence FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 6, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK - +.+•• 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ..-. FLOOD INFORMATIOfk BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUMQPAlM OR W W W.FEMAGON, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNRY NUMBER 1ZO241, DATED 09/1VM7. CERTIFIEDT(k DAVD WEEKLEY F10ME5 k16 GIPKR CIRCLE SANFORD. FLORIDA 37773 fi`/ S9a Lot 002 aC41D7m aII LL E m 12! aa/v o aFarmGodLocWlan W r7 - t-== 71= A dF ejo /t0 •sa_ __302946.:_ __= y V = FIFE= 49.45 _=_==-•+ c 1------ »-_-"-_----- - w91 V d. i i p: Q ............... __ 117 Lo 3 i w J W Q so le we. S 89'4904' W 80.00' (PXM) aa/v7m I ao/v 1 Lot 5 t 1 d I iob g m ra tP tie. aoov7m P.7. btpe0ae 1a13 4kndolilk bMoimo9a Osaa Could Dann B. -go. 8336 w E F..dBd—OFbapbabk tdL&" Gralic sods a.ar, rov..b..dw-w%wrorwl 1 3 S Smlx 1 -V RwAsWr Adld Fandolim S a ay-7AY17 FINOW[ 4mvi 7Ora 4aa- r roryrrrrrrr rrrros ti Card YV/A17 ,r.=.br.+rrMo.r..Mrtiaa roIN ti.rti.ra.r r 0—or. R.S. I Fib Fkwgw.&36MSFO iirF.Miss aitidf ra l rarrwrr s.a.r.Ynm/Y. 1ap.i6 .a.rM+.sr u rr...rrr.a•,< a n r senrs.rrC :ryc-/ yw dor• »rr.r arr....nw.rwur L -a =.ft f7 .Id.der•d i7 Or.l O •assr /Ll-wrrsd_a o r.'r.r..rursr..r..w ersavrr7.a Y` -OY. R -r—ru. OE _"'t . PAI-1r—dtibe •..Nraa•+ u.rnr+.grwr rrrrra..rt.r1. i'abUtK 86l7 LB cFrA-srrre..rq n-wd7 ay .rur Trrr nir...rrtrar.arr TIY p b d8r0Oil0i fmrlrAP4 A -laa. rr.rrr.rww..a.r.or..rra T111p ft* Y - ti.l. tide •tea N01E Vl9F1E 'n^ jIIG{IiIW LL Associates SurveW4 1L •.Fbi M -tido zo R mam lip 1r 1 mw 13MSYr rR.y 9bZM W •ti Nom ui-1rtiFs•. L Mry.FM! a8 a _0foa40%."&3 BB FO. 737D.M C59 ae Beidnwn oft o a R=75.00'(PXM) 0+1 L=26.54rXM) FM 1YF a ma"2W. A-0"7634'(PXM) F..s WRdw Chard BeaiWao.v m 002 S 09'5722' W 26.40r(P)(M) Fua tira m to ear. Ll S 00'16'56 E 4.7W(P)(M) TTad'P ME & U.E. (Common Am) fi`/ S9a Lot 002 aC41D7m aII LL E m 12! aa/v o aFarm GodLocWlan W r7 - t-== 71= A dF ejo /t0 •sa_ __302946.:_ __= y V = FIFE= 49.45 _=_==-•+ c 1------ »-_-"-_----- - w91 V d. i i p: Q ............... __ 117 Lo 3 i w J W Q so le we. S 89'4904' W 80.00' (PXM) aa/v7m I ao/v 1 Lot 5 t 1 d I iob g m ra tP tie. aoov7m P.7. btpe0ae 1a13 4kndolilk bMoimo9a Osaa Could Dann B. -go. 8336 w E F..dBd—OFbapbabk tdL&" Gralic sods a.ar, rov..b..dw-w%wrorwl 1 3 S Smlx 1 -V RwAsWr Adld Fandolim S a ay-7AY17 FINOW[ 4mvi 7Ora 4aa- r roryrrrrrrr rrrros ti Card YV/A17 ,r.=.br.+rrMo.r..Mrtiaa roIN ti.rti.ra.r r 0—or. R.S. I Fib Fkwgw.&36MSFO iirF.Miss aitidf ra l rarrwrr s.a.r.Ynm/Y. 1ap.i6 .a.rM+.sr u rr...rrr.a•,< a n r senrs.rrC :ryc-/ yw dor• »rr.r arr....nw.rwur L -a =.ft f7 .Id.der•d i7 Or.l O •assr /Ll-wrrsd_a o r.'r.r..rursr..r..w ersavrr7.a Y` -OY. R -r—ru. OE _"'t . PAI-1r—dtibe •..Nraa•+ u.rnr+.grwr rrrrra..rt.r1. i'abUtK 86l7 LB cFrA-srrre..rq n-wd7 ay .rur Trrr nir...rrtrar.arr TIY p b d8r0Oil0i fmrlrAP4 A -laa. rr.rrr.rww..a.r.or..rra T111p ft* Y - ti.l. tide •tea N01E Vl9F1E 'n^ jIIG{IiIW LL Associates SurveW4 1L •.Fbi M -tido zo R mam lip 1r 1 mw 13MSYr rR.y 9bZM W •ti Nom ui-1rtiFs•. L Mry.FM! a8 a _0foa40%."&3 BB FO. 737D.M CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1f D Application No: 7-111 ocumented Construction Value: $ CQ 0 "JlJ •= ( _ Job Address: O`7 Historic District: Yes Nog Parcel ID: ResidentiaQ Commercial L Type of Work: New Addition Alteration Repair Demo Change of Use 11Move Description of Work: Plan Review Contact Person: i. y.,l I,t/S Title: Phone: `tU1Fax:"-I-333-385.3 Emaik kgack V, (trrn Property Owner Information Name Phone: Street: _ Resident of property? : N City, State Zip: Lontiaoior Informationn 5BName .- t t't Phone: _L10 - is - Soo Street: rsco Le Fax: Ll0l- zA ISI? JJ City, State Zip:ea State License No.: 0Ar_y)3 pL O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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, crcdit will be applicd to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature.of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Name Signature of NotYry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 007) 399-0*3 FlondsNolarySerAm.com Contractor/Agent is _Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i 6 STATEWIDE 1-888-831-2665 David Weekley Homes 225 S. Westmonte Drive, Suite 3300 Altamonte Springs, FL 32714 DEL -AIR State Cert CAC032448 HEATING • AIR CONDITIONING Revised Date: March 13, 2017 Phone: 407-865-8210 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U -Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7413 3.0 14.00 8.2 4/0 6,597.00 Added 3/13/17 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 01 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 1 8.2 4/0 6,978.00 7513 3.0 14.00 1 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) Cust Initials n+ tq_ 1. 1C ft a r nnNi•rf a"i.