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HomeMy WebLinkAbout2257 Kelmscott Ct 18-4367; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18, Documented Construction Value: $ 9 3aL-] ba-2.,3o Type of Work: New [A AdditionEl AlterationEl Description of Work: New Single Family Residence Historic District: VesEl NoFx] Residential FXI Commercial n RepairEl DemoEl Change of UseEl Move El Plan Review Contact person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba-Byan Homes 1Qa512Q1a_ Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, c1ba Rvan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H- 20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CGC1517157 ArchitecVEngineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application Law 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, ITS 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 coauce with all applicable laws regulating construction and zoning. 10/ 25/2018 :e 10/25/2018 S Z*4-1.1-fNItractor/Agent Date d9tfKO.wne,/Age Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 10/ 25/2018 Signature ot'Notary-State of Florida Date Signature of Notary -State of Florida Date MftGAIOYNN q CI N C, Jo i" T) 0t"qFA 1'4'LV'1N Owner/Agent is _,X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R1 Electrical W Mechanical [r Plumbingk] Gas[] Roof F1 Construction Type: Occupancy Use: 02- r- -1. 1 Flood Zone: _:Z-1--161:1. Total Sq Ft of Bldg: Min. Occupancy Load: K-o of Stories: Z- New Construction: Electric - # of Amps ?00 Plumbing - # of Fixtures -7 1 Fire Sprinkler Permit: Yes n No a # of Heads -- Fire Alarm Permit: YesE] No [N APPROVALS: ZONING: U. 6. IV UTIL.,ITIES: ENGINEERING: *A - KC 121-1FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious areq shown on.plan. 2 CO— JArAle, - A? Ate, F lit WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD 4 BUILDING & FIRE PREVENTION 4 PERMIT APPLICATION Application No: - L Documented Construction Value: $ } Job Address: 2257 Kelmscott Court Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0630 Residential X Commercial Type of Work: New EX] Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831. Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homed 10L2512018 Phone: 407-692-9831 Street: 43Q7 Vil3glgnd Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 3281 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in co anee with all applicable laws regulating construction and zoning. 10/25/2018 10/25/2018 f owner/Age Pate 4a of tractor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 10/25/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date a',,V P4,,f MEAGAN LYNNE FOWLER o Pt ° MEAGAN LYNNE FOWLER a A GG 063253 eR MY COMMISSION # GG 063253 * # , x MY EXPIRcomES: JanuSIONary M EXPIRES: January 11, 2021 "°` EXPIRES: Jam,ary t7, 202t Bonded Thru Budget Notary Services ''FoF F44e bonded Thru Budget No4ary Services Owner/Agent is x_ Personally Known to Me or Contractor/Agent is __X___ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes E] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 10- WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019010027 Book:9289 Page:1594; (1 PAGES) RCD: 1/29/2019 10:42:38 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: BR18-004367 Parcel ID Number: 7- - 1-5 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. DESCRIPTION OF PROPERTY. (Legal description of the property and street address if available) Lot # 63 of Kensington Reserve 2257 Kelmscott Court 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (If other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811 6. SURETY (if applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Da na Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 S. In addition, Owner designates to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9, Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO QOMLER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Sfgne of Owner ar lessee, or Ownersor lessee's (Print Name and Prowde Signatory's 11detOMtce) A onzed OftertOireclodParmartManager) State of FlQrida County of Oran, _ The foregoing Instrument was acknowledged before me this day of by Dayna Mitchglj Who Is personally known to me EX OR Noma of person making statement .. who has produced Identification CI type of Identification produced: yMA' Notary RutNic State of Florida TRAGY LEIQH MGDQNALD My Comfi i6lon FF 925012 Notary Signature or 11 Expires t WRef2019, 1E REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: __Alqva_ ProjectName: Kensington Reserve Project Address: D-5 MaA ( -ou't"_ Building Permit #: _VElectrical Permit In 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-fartrily dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees, 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector, 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval, 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated, with tugs. Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Tie of PrintNamenant Print Name of n for Print Name of El. Contractor Signature f tfent Contractor 7tna-- Signature " m c ontractorSignature of El. CGO151715 ECO003096 Gen. Contractor License # El. Contractor Licens_e# JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on _/_/. Rev. 02/ 10/15) I g - 3 c07 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 BUILDING APPLICATION #: 18-10000899 BUILDING PERMIT NUMBER: 18-10000899 ck DATE: November 14, 2018 t UNIT ADDRESS: KELMSCOTT COURT 2257 17-20-31-5VC-0000-0630 7 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2257 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPAkY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. r THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE im CITY OF S,kNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdonaPnvrinc.com Property Address: 2257 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0630 Phone Number: 407,692.9820 Email: trmcdonaCanvrinc.com The reason for the flood plain determination is: OWN New structure F-I Existing Structure (pre-2007 FIRM adoption) M Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 21 w f> " Nggg0wIott. g",N NNg1l0 ' Flood Zone: XBase FloodElevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: El floodplain El floodway A portion of the parcel is in the: M floodplain EJ floodway MM The parcel is not in the: W floodplain E]floodway 0 The structure is in the: 0 floodplain El floodway EJ The structure is not in the: M floodplain M 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# 18-4367 Reviewed by: Michael Cash, CFM Date: December 3, 2018 t'ORI 1877— www,santordff.gov Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the 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 Kr4w wW's 11410M size and location of the existing right-of-way and use shall be provided or application could be delayed. Can bowo Yee d4 1 Project Location/Address: 2257 Kelmscott Court, Sanford, FL 32773 2. Proposed Activity: FX_1 Driveway walkway other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application Is su I bIt , Signature: — Print Name: Tracy McDonald Address: 4307 el 5,d RdH-20 Orlando, FL 32811 Phone: ( 407) 692--9831 Fax: Email: trmcdona@nvrinc.com Date: 10/25/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, 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 facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's 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 rea a 46rstand the above statement and by signing this application I agree to Its terms. Signature: Date: 10/25/2018 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: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: I _Z - -3- 20 November 2015 ROW Use Diveway,p(If LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Matt', Longwood, Sanford, Seminole County, Winter Springs Date: _._(jb-L4 I hereby name and appoint: - _Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name ofCompatiy) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific pe-mit a d application for work locate at: Zi K . 5 c c t-t- . t' Street Address) Expiration Date for Thus Limited Power of Attorney: 12/31/2019 License Holder Name: Scott James Faber State License Number: CGC1517157 Signature of License Holder: STATE OFFLORIDA COUNTY OF _Orange The foregoing instrument was acknowledged before one this day off=,; 200 13 by _ Scott James saber -- who is im ,' or o who has produced identification and who did (did not) take an oath. Notary Seal) i , t`A .. `M1 Rev. 08.12) Signature 4" tw Print or type name Notary Public - State of Commission No. _ My Commission Expires: as 10/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-0630 prop rty Record Card Parcel: 17-20-31-5VC-0000-0630 Property Address: 2257 KELMSCOTT CT SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0630 2019 Working 2018 Certified Values Values Owner(s) BRISSON WEST PROJECT I LLC Valuation Method Cost/Market Cost/Market Property Address 2257 KELMSCOTT CT SANFORD, FL 32773 Number of Buildings 0 0 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name EF_NLIN 3T N RESERVE Depreciated EXFT Value Tax District S1-SANFORD Land Value (Market) DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions lust/Market Value L a rz Af) I 40 A r) le I z LO LO 62 63 64 65 35 40 40 40 Legal Description LOT 63 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes M 0501 0"I Taxina Authority Assessment Value No Sales Portability Adj Save Our Homes Adj Amendment 1 Adj P&G Adj Assessed Value 52.000 $52,000 52,000 $52,000 0 0 0 52,000 0 0 0 52,000 Tax Amount without SOH: $976.01 201 a Ta AmQu Uit $976.01 Lli—x —Estimator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 Amount Qualified Vac/Imp 10125/2018 jv 4% SCPA Parcel View: 17-20-31-5VC-0000-0630 No Permits Permit data does not originate from the Seminole County Prop" Appraiser's office, For details or questions conc,eming a permit, please contact the building department of the tax district in which the property is located. Extra Features Description Year Built Units Value New Cost No Extra Features http://pareeldetaii.sepafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000630 2/2 DESCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HornesINVR Inc. SWINSTRAD DRIVE 80' PRIVATE RIW) S 89'40'51 " W 10' WALL & UTIL, ESMT 23.47' 23,4 7' 33.4 7' A\C LANAI 5.00, 30.0, LOT 63 PROPOSED MODEL SUMMERLAND—K 2 CAR GARAGE RIGHT LOT 64 i, O ENTRY 5,00' 8. 7' o 6 21.3' 16' I DRIVE 25.20 10' ITIL ESMT. cF 5' CONC. WALK N 89040'51 " E 40,00' KELMSCOTT COURT 50' PRIVATE RIW) 5. 00' RM 0 MEOR LOT 62 I - - - 25S p-c"o ROPOSEO -- FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY AR INT= 2YS-_ J')Cf? DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,23O± SQUARE FEET OR 48.57 SIDE = 5' FOR 40' LOTS UT GRADING 7-PE 6 LOT CONTAINS 4,600± SQUARE FEET SIDE = 7.5' FOR 60' LOPS PROPOSED FINISH FLOOR PER PLANS = 29.9' LIVING AREA CONTAINS 9991 SQUARE FEET SIDE 10' FOR 75' LOTS 9 CONS LANAIIPORCH CONTAINS 682± SQUARE FEET SIDE STREET = 25' S - l A YZiMfEYLI'R-SCOTT & ASSOC, _11VC. - IA.IVD SURVIi')"01V 4 LEGEND P1, T PnL' POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14,36ONLINE f I 't D TIP, TYPICAL NOTES: P 1. 1 PI"PRC, POINT OF REVERSE CURVATURE RRIPEROD P.C.C. POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY HA THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of GTQpFT` 117CNI RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER W-t7 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FtORfOA STATUES 4596 N. NON -RADIALR. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. D 1p. WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLEINFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS U p PnINT OF BEBEGINNINGI'CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. C POINT GI CU"KNCCI1QNT PRM' PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, rr, FINISHED FLOOR LEVA 'IDNEt 1 8 SL, BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FCR 7,HF' SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON Eir ANY 07(CP ENTITY. RIC't- - -A B.M. NCHMARK 6 DIMENSIONS BOUNDARY NSHOWNFORTHELOCAnONOFIMPROVEMENTSHEREONSHOULDNOTBEUSEDTORECONSTRUCT0Ry1) 6-5 l CASEMENT B.B. BASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS EASE BEARING (0.9) A NAGC TIL Ort ITY 8 fLCVAPOWS, IF SW)Wk APE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 11 LIN, FE110E rL HIE 9. CfRr,'F;CATE OF AUIJM0RtZATiON Na 4596, POINT (JW Q(RVATURC Pf) tit OF TANGENCY 20' SCALE --- ----- DATE DF rSCPIPTION CERTIFIED HY. CRO"R N" t'pr L PLOT PLAN 09-27-2018 6239--18 DELTAMC.02Cf.O D BF WRING w NORTH 710S OUILOWGIkIROPERTY DOES NOT LIE WITHIN THE ESTAOLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* TOM X. 6RUSENMEYER, R.L.S. 4714 ZONE Ix" MAP j 12117CO09OF (09-28-07) JAMES W. SCQTT, 2.L.S 1,4801 SQ.FT. CAL—S IS' FLR LIVING IXQSO SO F7, 2ND FL Ll'11W, 1331 eO, FT, TOTAL LIVNG 2,421 60, FT. ENTRY 35 SO F7 GARAC.E 459 -';Ql F7. LANA! 1&0 &Q. F7. TOTAL 3,075 Ea. F7- EXT;—RIOR M45CWr 4;ALL BRI, sE&47& iL"' rz=zz/-ZIJ7 LOAD Bi W LL 4ON-5w. tLWL.L CO&POPINT AND OLADDM WIND LOADS BASIC WIND ENIOSLIRE FOR 3 SECOND CHUM CALL 0 SMARE DESIONATIWTAIMON ZONE VD MPH WIND Yll- Ol X T-Ol 2 24 31M DR 4 30IM-321el 3 17 25-5w 5 25.45/-31,46 4 33 l2725-5,4 5 21w-34w bow Sw 2631/-3330 4 WIND DESIGN CRITERIA A 1546ir- ' L*' 'o SPEED MP+4 f3 5EC,1'AV Coi.15T) VULT-1150 / V,45D-11.a, tlfP,4 B. MTFRNZL PRES61URE C40EF--lGm-'kT-- 16 C. R16< CATEGORY.T7'PE 1: D. ExpoelilRE CATEGORY G NOTE; VALUES FOR COMP NT5 A CLADDr1r, FRESSOARE BASED ON THE Volt DE5* 1 LURNO SPEED, F5,--R ;,TH ED, (20MU AL.LOUZ T+ E5E PRE=66REE. UTo 5E M4Tl1,`Ll=_D 5- Ob TOTIEET THE A-LOILL45LE OR Nar"INAL TESTED VALUES USED BY PRODUCT MANUFACILLRER5. I PROR TO DlRr,'AL WALWON ON ALL FR4;1,'W. MF`Bn•-RS 2"C'PROM T1E FH514 DEL ToP PLATE F CABINET SECTION 6Xl6 PT' Pol- 11 To 11-61 AFF, "5" 6Xb F.T, POST TO V- 4' AFP. Ud OPT t'-4'CLa I BEAM TO MATC 4 COL LrN UPTIH IANAI T 7, 4 V 25- 5; 4 bow Sc-' D 4 0 04 CR/- DINETTE i: GREATROOM7- 4 j! mI iQeEWLL ww000 KITCHEN CAP fi 05L i 2- 6 4X Yl - 4 06T 7- a, R( T 01 zJl P47 U 57z- FOYER STUDY j- T P T( bD R. 7w 4: 5w 50-LARE) --4 Tj 2- CAR GARAGE OP 7,0 FLOOR ABOVE 0 Y"- O, x 1'-0 U- 8 m ra 4 2 I FIRST FLOOR PLAN SCALE: Vz = l'- O' A R C M I T E C T 3 G rMDesign o tuspO-.. 1443 N. RONALD REAOAN BLVD. LONG.000, FL 327150 PR407-7 44078 FA 407-77"078 bd.ivg'..p— AA. 0003325 I r1111111111 1111111111 Llammoommoo SUBDIV. & LWOT. KENSINGTON RESERVE LOT # 63) MODEX• SUMMERLAND VERSION#01) PROJECT#, R2065. 063/00001 PAGE: FLOOR PLAN APPCiitTECT STATE OF FLORIDA DATE: 9/ 1'7/ 18- 1 SCALE: 1/ 4"=1'-0" SHEET 3 or 9 00 r A R C H IT f C Ts I COWCWNT AND CLADOM ININD LOADS S4SC WIND EXPOELME FOR 3 SECOND GLUM CALL # 15011APH WINDZONE 801ATION 24 1? 2aO&_3310 25 5 5O 4 51 2&W-31.55 M&51_3126 4 5 2a43/-3940 TEMP 5 2&W-31J4 5 3 SH 6 050- 4 1 26.65/-31J4 1 WIND DESIGN CRITERIA 546!c WNZ:l SPEED Mf- (3 SECOND 6A.*T) ULT-LW M" 8. iNIERN,4L PRESSURE 0---EFFiCENT - - Jel R45K CATEGORY -TYPE 1; D, =XF'06URE CA—.GCR- r- NOTE: YALUE6 FOR COM-ONENTE, 4 CLADD;W2, PRE55URE ARE 5,46ED ON THE wH. D59iC.NWNE) SPEED. F5,OR, 4,TF4 ED. (EDIT), k_Loj,6 TO=E,'-- FRE65Uf;ZE6 TO HE MULTIPLIED BY Ok TO MEET THE ALLOWAELEf-,OR NoMfNA. TESTED VALUE5 J&FD 5Y PRODUCT MLFA_TURE6. Dllz OWNER'S SUITE L l b - - _- \\-- Z,5L '? - LA LAI/ ii L FfdOR TO DRr"L WA-LATChl ON ALL FR4'1NG T$T8E% 2'-0'FRCHJ THk;NZH F OOR AL 5E 5FRATEO AID TREATEDUY VOR4`E'ATERS TREATED SPRAY 18 DBATII I L jR-r44 Ril Lo STAIR PATH; 17 RISERS 1R7.57" r LAUN, 16 TREADS @10" +1" NOSING IA7r_ RJT' C FIN, F_LR` 9-4' SROs Nt..__. ..... .. DROfI GEiLIWa TO 2x R5 A5 ON 42' imviS-.4 I W4LLcap PWDR. ROOM2.4 RE- 3) 2.;2 5TP 5TR, Cd "'_S'oZ 1' KIGKP ATE 3/4' TAG eG5 9-00IR - GLUED . NAILED 2x6 - 4' O.C. MAX 2.4 P-7, PLATE SEC>lV iOd OJT IWOr-, MAX STAIR SECTION: 9'-4" BRG. l)__ 11 1 o-1:), 1; ;5 1 4 i 4 UW lod X 3- ICO-TION NAle la, OLI 2 ROBS - 2x& 5TUD UPE OF 157 FLOOR 5aotu BEDROOM 2 Q: 0. piBEDROOM3 BEDROOM 4 A EGRESS 0 _0 - ---- O,Z OF t6i FLOOR 5FLCC SECOND FLOOR PLAN SCALE: 1/4 1 V-0' Design Grow Design 1r. !.. 144I N. RONALD REAGAN BLVD. LONGVVOOD FL327W PH 407-774b078 FAX,407 774 078 om AA , 00033211 F'SUBDIV. & 74 KENSINGTON RESERVE LOT #63) MODEL SUMMERLAND VERSION#01) PROJZCT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN DATE: 9/17/18 SCALE: I/4"=1'--O; SHEET 4 OF, 9, FORMR405-2017 FLORIDA 0~U BUILDING ~U u^.~ ~=°=~"^ EFFICIENCY ""~_= . FOR =~="" CONSTRUCTIONFloridaDepartmentofBusinessandProfessionalRegulation - Residential Performance Method Project Name: Lot63KensingtonReserveStimmerlandKGRN Builder Name: RYAN HOMES Street: 2257 KELMSCOTT COURT Permit Office: POWCity, State, Zip: SANFORD, FL, 32773 Permit Nur - 4 3 6 7 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 1,0 1264.00 ft' 3Number of units, if multiple family 1 c. Frame - Wood, Adjacent Rm 11.0 289.33 ft' 10. Ceiling Types (1384.0 sqfL) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 fil 6Conditioned floor area above grade (ft') 2421 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. N/ A R= ft2 7. Windows( 219.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 60525 Area Weighted Average Overhang Depth: 3.184 fl, Area Weighted Average SHGC: O290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1384.0 sqft,) Insulation Area a. Slab - On -Grade Edge Insulation R=OO 109100 fl2 b. Conservation features b. Floor over Garage R=1 1.0 291.00 ft2 None Glass/Floor Area: 0,091 Total Proposed Modified Loads: 67.55 PASS Total BaselineLoads: 67.98 1 hereby certify that the plans and specifications covered by Review of the plans and J viE S - this calculation are in compli the Florida Energy specifications covered by this 1 90 Code. calculation indicates compliance yc withtheFloridaEnergyCode. PREPARED BY: Before construction is completed DATE: Sr- att-Praft ------- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. I---,---- BUILDING OFFICIAL: - - ------ - ------------ ........ . .... ... 11 4 Compliancerequires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed inaccordance with R4U3.3.21. Comp|ianne requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with aproposed duct leakage Qnrequires aDuutLeakage Test Report confirming duct leakage tuoutdoors, tested in accordance with ANSI/RESNET/ ICC 380, is not greater than 0.050 Qn for whole house. 9/21o0182:58nw enewyonvoemoo« nanevunnSection n4on. 4,1Compliant Software Page 1m^ FORM R405-2017 PROJECT Title: Lot63KensingtonReserveSum Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2421 Lot # 63 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2257 KELMSCOTT CO Permit Office: SANFORD Cross Ventilation: No county: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2,5% Winter Summer Degree Days Moisture Range FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium BLOCKS Number Narne Area Volume I Blockl 2421 21062.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 291 ft2 11 0 0 1 2 Slab -On -Grade Edge Insulatio Main 115ft 0 1093 ft2 0 038 0.62 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul, deg) 1 Hip Composition shingles 1499 W 0 ft2 Medium 0,85 N 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 W N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood 9/21/2018 2:58 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowVA Wall Type-_ Spa I- 'ee_,___,R_VaIue Ft,,-, In _Ft In R-Value__,Fractioa_ Absor___Grade?/6___ 1 W Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 IN Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0,25 0.6 0 4 N Exterior Concrete Block - Int Insul Main 41 8 6 9 4 793 ft2 0 0 0,6 0 5 E Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 025 0,6 0 6 E Exterior Concrete Block - Int Insul Main 4,11 40 6 9 4 378.0 ft' 0 0 0,6 0 7 S Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 2893 ft2 0 0,25 03 0 to S Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRG U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.29 IN 30.0 ft' 1 ft 0 in I ft 2 in None Exterior 5 2 W 2 Vinyl Low-E Double Yes 0.35 0,29 IN 16,2 ft' I ft 0 in 11 ft 6 in None Exterior 5 3 N 3 Vinyl Low-E Double Yes 035 0.29 IN 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 N 3 Vinyl Low-E Double Yes 0.35 0,29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 5 E 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 E 6 Vinyl Low-E Double Yes 0.35 0.29 N 16,2 W 1 ft 0 in 11 ft 6 in None Exterior 5 7 S 7 Vinyl Low-E Double Yes 0.34 0.31 IN 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 S 7 Vinyl Low-E Double Yes 0,35 029 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 S 10 Metal Low-E Double Yes 0.62 0,29 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 10 S 8 Vinyl Low-E Double Yes 0,35 0,29 N 32.4 W 1 ft 0 in 11 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 FLA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000359 2281.8 125,27 235.58 3229 6.5 9/21/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 4 FORM RAnr)-9f117 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPI :8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEE None None ft{ DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [ j Jan Feb [[ ]] Mar Apr [ j Ma [Xj Jun [X] JUI X AugXjf Se Oct Nov Dec Heatin [X] Jan Feb [X3Mar Ar [ Ma ] Jun [ ] Jul i Aug E ] Sep Xj Qct X Nov Dec Ventin [ ] Jan [ Feb [X Mar X]]] A r [ Ma 1 Jun [ ] JutE Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/21/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORMR40S-2O17 x m/N Y N U 8 q U U Q U N' (EPL) N N CARDN»N~ DISPLAYN &N 0~ ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnerUyperformance Index, the more efficient the home. 2257 KELW1GCOTT C(]URT, 8ANFORD, FL, 32773 1 . New construction mexisting o, Single family v,multiple family o. Number * units, i,multiple family 4. Number mBedrooms u. |nthis nworst case? o. Conditioned floor area (ft5 7. vwnuowv~^ oe000»uvn u. u' pouoc om.o=n uo sneo: Snoc= um u, V' pactoc om.o=o.00 snso: svao~ n.00 c u' pnmvr: om.u~ow snsC: e* oo=o.m u u- Factor wm snoo: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) o Wall Types nnvmnvo Area Single-family a. Frame vuou' Exterior n=/1.0 126400n` Concrete Block | mmnu|.Exterior n=4-1 1073.30n` rmwm Wood, Adjacent n~/10 uon.00nr 4 u. wm n~ rp o.Ceiling Types msv|mmn Area No a. Under Attic m»nm@ n=ono 138*o0nr 42/ u, wm n~ n` o N/ An= np Area 1 Ducts n x` 1s«rnn` a.Sup: Attic, xm:Attic, xn: Main o oouxo u,00 ft' m.Cooling systems xmum, sm^mmw o. Floor Types mo"|anun a. Slab- on/sraumEdge Insulation n=oo u.Floor over Garage n~110 ft2 3.Heating systems a.cwomonemPump o o*x 0.290 Area m.Hot water systems 1093o0/r a. Electric za1oon^ u. Conservation features x^ 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 iiDisplay Card will be completed based oninstalled Code || I fE rr' Builder Signature: Date: Address ofNew Home: Chy/FLZip, 32773 kBtwm efficiency 000 nnpp:o vu Cap: oogallons Note: This ionot aBuilding Energy Rating. Ifyour Index isbelow 70.your home may qualify for energy efficient mortgage (EEPW)incentives Jyou obtain aFlorida EnergyGaugeRating. Email EnergyGaugetech support e$ techsupport@energygauge.com 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, 9/21/2018 2:58 PM LnergyGauge@ USA - FIaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods IADDRESS: 2257 KELMSCOTT COURT Permit Nurnber: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD, R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5, Exception: Dwelling units of R-2 Occupancies and Multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0,2 inch w,g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfra per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ VVDMAICSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 9/21/2018 2:58 PM EnergyGaug(,@ USA - FlaRes2017 - F13C 6th Edition (2017) Cornplia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such roorns shall be sealed and insulated in accordance with the envelope requirements of Table R402.1,2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403, The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to lirnit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, SECTION R403 SYSTEMS R403,1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403,3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (q) or (I), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3, R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, R403.13 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g, (25 Pa) across the entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403,5,1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water, R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or U1_ 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy, 9/21/2018 2:58 PM EnergyGaugeG USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on hot[) the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater off iciencies (Mandatory). R403.5.6.1 .1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403,5.6.1.2 Shut down. A separate switch or, a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner($) of combustion types of service water -heating systems to be turned off, R403,5.6,2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a systern shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Z Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6. 1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.13. 1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.61 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN L,OCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY aAIRFLOW CFMIWATT) RATE MAXIMUN/ GEM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfin/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cftn = 28.3 Urnin. a. When tested in accordance with HVI Standard 916 9121/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403,7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment, This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFIVI provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R4017.11.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1,1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1,15 times greater than the design cooling load, R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,7.1 . R403.7.1,2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more, of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section, Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 1 Where pumps are powered exclusively from on -site renewable generation. R403.10,3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, Computed over an operation season, is from site -recovered energy, such as from a heat Pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a rninin'lUrn thermal efficiency of 82 percent for, heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56, Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/21/2018 2:58 PIVI Energ,yGauge(R -) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting, R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 9/21/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: I This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 11 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 El Mandatory Requirements (five pages) Required prior to CO for the Performance Method: El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) El A completed Envelope Leakage Test Report (usually one page) F1 If Form R405 duct leakage type indicates anything other than "default leakage', then a completed Form R405 Duct Leakage Test Report (usually one page) 9/21/2018 P:57:54 PM FnergyGaugoO - USROSB v6.0 Page 1 of 1 Manual S Compliance Re Job: LotMensingtonReserv.. wrightsofto epoDate: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phow 407-831-2665 For: RYAN HOMES 2257 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29068 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 34414 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32150 Btuh 111% of load Latent capacity: 7030 Btuh 132% of load Total capacity: 39180 Btuh 114% of load SHR: 82% Design Conditions Outdoor design DB: 42.3°F Heat loss: 26545 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 143% of load Capacity balance: 34 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 92% of load Temp. rise: 70 IF Meets all requirements of ACCA Manual S. wrightsoft, 2018-Sep-21 14 50M Right- Suite,3 Universal 2018 18.0.27 RSU23828 Pago I ACCK .., ndl<GFIN\I-ot63Ke(isingtotil-lesGrve,',uni;nerlatidl<GFIN.rup Galc -, MJ8 1-10LISO faces: N Component Constructions Job: Lot63KensingtonReserv... wrightsoft, Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665 a # . For: RYAN HOMES 2257 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditiow Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (IF) 28 18 Latitude: 28ON Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (IF) - 76 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 ft' 8tuh/f(I-T ftl-'F/Bttjh MAIM, Btu h Stuh/ftl 81uh Walls 12C-Osw: Frrn wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board i nt fns h Partitions 1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (Sl-JGC=0.29); 1 ft overhang (4 ft window ht, 1,17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-0 innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 1 ft overhang (5 ft window ht, 1,17 ft sep.); 6.67 ft head [it 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SFIGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window lit, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); I It overhang (1,25 ft window ht, 117 ft sep.); 6,67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 11 ft overhang (8 ft window ht, 0.5 ft sep,); 6,67 ft head ht n 194 0.091 13.0 2.52 489 2.35 456 e 381 0,091 13.0 2.52 960 2.35 896 S 216 0.091 13.0 2.52 544 2.35 508 W 366 0,091 13.0 2.52 923 2.35 861 all 1157 0.091 13.0 2.52 2916 2.35 2722 n 59 0,201 4.1 5.57 330 4.37 259 e 362 0.201 4.1 5.57 2014 4.37 1581 s 195 0.201 4.1 5.57 1084 4.37 851 W 324 0.201 4,1 5.57 1806 4.37 1418 all 940 0.201 4.1 5.57 5233 4.37 4109 271 0.097 11,0 2,69 729 135 475 n 12 0.350 0 9.69 116 12.2 146 n 30 0.350 0 9.69 291 12.2 366 0 15 0.350 0 9.69 145 34.0 510 s 15 0,350 0 9.69 145 12.4 186 W 30 0,350 0 9.69 291 34.0 1019 all 90 0.350 0 9.69 873 23.1 2081 e 16 0,350 0 9.69 158 29.0 473 S 33 0.350 0 9.69 317 11.9 390 W 16 0.350 0 9,69 158 29.0 473 all 65 0.350 0 9.69 634 20.4 1336 s 5 0.340 0 9.42 47 12.4 62 s 48 0.620 0 17,2 824 16.9 812 Pkwrightsioft' 2018-Sep-21 14:50:00 1-- "I'll, Right-SuiteO Universal 2018 18.0,27 FISU23828 Page I dKCRN\[,.ot63K(,,tisingtotiR(-)s(-,rveSuinmerlaridK(3FIN,rLlf) talc =: MJ8 House faces: N Doors IIJO: Door, mtl (brgl type 11 DO: Door, wd so type Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cei I ins, 1/2" gypsum board i nt fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: fag floor, light dry soil, on grade depth, carpet fir fnsh n 20 0.600 6.3 16,6 334 18.5 372 n 18 0.390 0 10.8 193 12.0 215 1384 0,026 38.0 0.72 997 1.41 1955 291 0,068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 wrightsoft" 2018 Sop-2114:50:00 Right-SuitoO Universal 2018 18.0.27 RSU23828 Page 2 ACCK ... ndl<(,IIN\L-ot63KerisitigtotifloserveStjititiierlatidKG(IN,rtil) Galc "- MA House faces: N mu n""mxnmo' U U K~ ~ Summary o m oen m Entire House By: aswrLe/ DEL AIR HEATING & AIR CONDITIONING xa1cou/uuoWAY, SAmponu.rLom,/Phone: 407 831-2665 For: RYAN HOMES 2257KEUMSC0TTCOURT, SANFOHU.FL32773 Notes: OPTION BATH 20)DED4 RVSD3'2O' 2017NMB Weather Winter Design Conditions Outside db 42 'F noidodb 70 " F OmsiJnTD 28 ^ F Heating Summary Structure 20887 Btuh Ducts 5558 Btuh Central vent ( 0ofm) 0 B|uh none) Humidification O 8tuh Pipigg 0 Biuh Equipment load 26545 Biuh Infiltration Orlando/ Jetport, FL, US Summer Design Conditions Outside db 83 F nsNedb 75 F Design |U 10 F Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 19542 Btuh Ducts 9527 Btuh Central vent ( 0ofm) 0 Biuh none) B( mwa/ O B\uh Use manufacturer' s data y Rate/swing multi lier 1.00 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 SU/mJu/e 3298 Ehuh Ducts 2047 Btuh Central vent ( Oofm) 0 Btuh Huahng Cuo n none) A ( 2421 u^zl9 Equipment |o0e load 5846 B{uh W t") 21170 21176 Ai h m/hour O 41 821 Equipment Total Load(San+Laq 34414 B1uh Equiv. AVF( ofm) 145 74 Reg. total capacity okO.81 SHR 3.0 ion Heating Equipment Summary Make Goodman Mfg. Trade GDODMAN; JAN|TROL:AK8ANAD|ST| Model GSZ140421K AHR|red 8242033 Efficiency Heating in t Heat put Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point 34°F L5HSPF 38000 Btuh (' j) 471F 27 F 1208 ohn 0.40 in H2O Cooling Equipment Summary Make Goodman Mfg. Trade G00DMAN] AN|TROLAMANAD|ST|... Cond Coil ASPT47D14A AHR|red 8242633 Efficiency 1Z5EER. 15SEER Sensible31185 Biuh Latent cooling 7315 EVuh Total cooling 38500 Btd Actual air flow 1283 o[m Air flow factor 0.044 dm/Btuh Static pressure 0.40 n H2O Load sensible hask ratio 0.84 Calculations approvad by ACCA to meet all requirements of Manual J 8th Ed k nwm m u nmumu^nummv m/o/ w.. Page, ' 9- wrightsoft' Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, Fl-- 32771 Phone; 407-891-2665 Job: Lot63Kensi ngto n ReserveSu. Date: 06.03.15 By: BENTLEY I Room name Entire House GREATRM 2 Exposed wall 273.0 ft 53.0 it 3 Room height 8.6 it 9.3 it heat/cool 4 loom dimensions 1.0 X 5/6.8 ft 5 Room area 2464,8 ft2 576,8 ft2 Ty Construction number U-value 13tuh/ft'-'F) Or 11 TM B t 11KIft2) Area (ft2) or perimeter (ft) Lead Blob) Area (ft2) or perimeter (ft) load lit h) f-1 eat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Lt12C-Osw 0.091 n 2,52 2.35 236 194 489 456 0 0 0 0 2A-2om 0.350 n 9.69 12,19 12 0 116 146 0 0 0 0 2A-2orn 0.350 n 9.69 1219 30 0 291 366 0 0 0 13A-2ocs Blk wall, s 0.2.01 n 5.57 4.37 79 59 330 259 37 17 96 75 1 J I M 0.600 n 16.62 18,51 20 20 334 372 20 2.0 334 372 UfJ 12C-Osw 0.091 e 2,52 2.35 396 381 960 896 0 0 0 0 t--G 2A-2om 0,350 o 9,69 33.98 15 0 145 510 0 0 0 0 T---G 13A-2ocs Blk wall, s 0,201 e 5.57 437 378 362 2014 1581 303 287 1598 1255 2A-2orn 0.350 e a 69 28.96 16 0 158 473 16 0 158 473 12C-0sw 0.091 s 2,52 2.35 236 216 544 508 0 0 0 0 2A-2om 0340 s 9.42 12.44 5 5 47 62 0 0 0 0 2A-2orn 0.350 s 9,69 12.41 15 13 145 186 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5,57 4.37 275 195 1084 851 154 121 675 530 2A-2om 0.350 s 9.69 11.93 33 0 317 390 33 0 317 390 2A-2ornd 0,620 s IT17 16.92 48 48 824 812 0 0 0 0 T---G 12C-Osw 0.091 w 2.52 2.35 396 366 923 861 0 0 0 0 2A-2om 0.350 w R 69 33.98 30 0 291 1019 0 0 0 0 13A-2acs Blk wall, s 0.201 w 5.57 4,37 341 324 1806 1418 0 0 0 0 2A-2orn 0.350 w 9.69 28.96 16 0 158 473 0 0 0 0 1 213-0sw 0M7 2.69 1.75 289 271 729 475 121 103 278 181 11DO 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C 16B38ad 0.026 0,72 1.41 1384 1384 997 1955 6 6 4 8 F 20P- 13c 0,068 1.88 0.98 291 291 548 284 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 176 Envelope loss/gain 16595 14570 5106 3324 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 20987 19542 6036 1 4545 Less external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20987 19542 6036 4545 15 1 Duct leads 26% 1 49% 5558 9527 26% 49% 1598 2216 1 Total room load L-i- 26545 29068 7634 6761 Air required (cfm) 1283 1283 369 2% Calculations allUroved by AGGA to meet all reguirements of Manual J 8th Ed. 4,1- 2018-Sep-21 14:50:00 Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 1 ndKGRN\I-ot631<ensingtonfleserveSkiininerlaridK(3RN.rup Gale - MJ8 House faces: N 11, 7F wrightsoft" Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, 1-1- 32771 Phone: 407-831-2665 Job: Lot63Kensi ngto n ReserveSu Date: 06.03.15 By: BENTLEY I Room name NOOK/KITCI IFN STUDY 2 Exposed wall 38.0 It 11.5 It 3 Room height 9.3 It heat/cool 9,3 It heat/cool 4 Room dimensions 13.0 x 25,0 it 1.0 x 155.0 It 5 Room area 325.O ft2 155.0 ft2 Ty Construction LI-value Or I ITIVI Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) RtuhJft1) or perimeter (ft) Rt ih) or perimeter (ft) Btuh) Heat Coal Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12C-Osw R091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0,350 n 9.69 1219 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 12.19 0 0 0 0 0 0 0 a Val 13A-2ocs Blk wall, s 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0 1 111j0 0.600 n 16,62 18.51 0 0 0 0 0 0 0 0 T___G_ 12G-Osw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2orn 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0 12G-Osw 0,091 s 2.52 2.35 0 a 0 0 0 0 0 0 2A-2orn 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A-2am 0.350 s 9,69 12.41 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 121 73 408 321 0 0 0 0 2A-2orn 0.350 s 9,69 11.93 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 t--G 12G-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Rik wall, s 0.201 w 5.57 4.37 233 233 1299 1020 107 of 907 398 2A-2om 0,350 w 9,69 28.96 0 0 0 0 16 0 158 473 P 12B-Osw 0,097 2,69 1.75 0 0 0 0 168 168 451 294 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 032 1.41 0 0 0 0 0 0 0 0 F 20P-13(. 0M8 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cr)l 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AM excursion 133 216 Envelope loss/gain 3573 2020 1431 1381 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4239 3436 1633 1446 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 3436 1633 1446 15 Duct loads 1 26%1 49% 1 1123 1675 261/. 49% 1 433 1 705 9131 room load1A.,r 5362 5110 2066 L 2152 fLroqLrred (c c n 259 226 100IW 959] 5 Calculations approved by ACCA to moot all requirements of Manual J 8th Ed. Right -Suited Universal 2018 18.M7 RSU23828 2018-Sep-21 14:50:00 Right -Suited Page 2 r)dKGIIN1Lot63KensitigtotilleserveSu(nineriandKGRN.rtjp Gals = M,18 Hmso faces: N I wrightsoft° Right-JQ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, FI, 32771 Phone: 407-831-2665 Job: Lot63KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 It 3 Room height 9.3 It heat/cool 0 It heat/cool 4 Room dimensions 4.5 x 8.0 it 16.5 x 13.5 It 5 Room area 36.0 it2 222.8 ft2 Ty Construction LI-value Or RTM Area (ft2) Load Area (ft2) I-oad number Btuh/112-°F) Btu/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) t-1eat COOT Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 12G-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 Vt/ 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 42 42 234 184 0 0 0 0 11 11J0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0 l?1 12G-Osw 0.091 e 2.52 2.35 0 0 0 0 108 93 234 219 2A-2om 0.350 e 9.69 33.98 0 0 0 0 15 0 145 510G Uf! 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 75 75 416 326 0 0 0 0 L--.G 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 132 117 295 275 2A-2om 0.340 s 9,42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 15 13 145 186 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 2A-2omd 0,620 s 17.17 16.92 0 0 0 0 0 0 0 0 4)! 12C-0sw 0,091 w 2.52 2.35 0 0 0 0 0 0 0 0 L-G 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 22 92 Envelope loss/gain 997 498 981 1412 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 01 0 0 13 1ntemal gains: Occupants Cal 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1216 569 1432 2388 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 569 1432 2388 15 Duct loads 1 26 % 49 % 322 277 26 % 49 ( 379 1164 Total room load 1538 846 1811 3552 Air required (cirri) 74 37 88 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighzsotFt•• 2018-Sep-21 14:50:00 u°• ^- Right -Suite@ Universal 2018 18.0.27 RSU23828 page 3 t...ndKGRN\Lot63KensingtonReserveSummerlandKGRN.rup Calc = MJ8 House faces: N Jd..L- FF wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING531GODISCOWAY, SANFORD, H- 32771 Phone: 407-831-2665 Job: Lot63Ken singto n ReserveSu... Date: 06,03.15 By: BENTLEY I Room name MASTER WIG MASTER OATH 2 Exposed wall 5.0 It 10.5 it 3 Room height 8,0 It heat/cool 8,0 It heat/cool 4 Room dimensions 5,0 x 5.5 ft Lo x 102.8 If 5 Room area 27.5 It' 102,8 ft2 Ty Construction number U-value Btuh/W-'F) Or HTM 13tt /ft') Area (w) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat cool Gross N/P/S Heat Goof Gross N/P/S Heat cool 6 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9,69 12.19 0 a 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs 131k wall, s 0.201 n 5,57 4.37 0 0 0 0 0 0 0 0 I'll T--D 11j0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.52 2.35 0 0 0 0 0 0 0t---G 2A-2om 13A-2ocs 131k wall, s 0.350 0.201 e e 9.69 5.57 33,98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T---G 2A-2om 12C-Osw 0.350 0M91 e s 9,69 2.52 28,96 2.35 0 40 0 40 0 101 0 94 0 36 0 31 0 78 0 73 2A-2om 0.340 s 9.42 12.44 0 0 0 0 5 5 47 62 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 T= 2A-2om 0.350 s 9.69 11.913 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17,17 16,92 0 0 0 0 0 0 0 0 t--G 12C-Osw 0,091 W 2.52 2.35 0 0 0 0 48 48 121 113 2A-2orn 0.350 w 9,69 33,98 0 0 0 0 0 0 0 0 T---.G 13A-2ocs Rik wall, s 0.201 W 5.57 4.37 0 0 0 0 0 0 0 2A-2om 0,350 W 9.69 28.96 0 0 0 0 0 0 0 0 PPI 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 G 16B-38ad 0.026 0,72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cr)l 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 17 Envelope loss/gain 121 127 320 377 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 1 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 196 151 478 428 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 151 478 428 15 Duct loads 261/. 49% 52 74 26% 49% 127 209 Total room load 248 225 605 636 Air required (cfm L 12 10 29L 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighC olt 2018-Sep-21 14:50:00 Hight-SuiteO Universal 2018 18.0.27 RSL123828 Page 4 ndKGRN\i.ot63KeiisifigtoiiReserveSumfTicrlat)dKGRN.rup Calc " M,18 House faces: N d-L. PF wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORDt Ft_ 32771 Phone: 407-831-2665 Job: Lot631(en sing ton ReserveSu Date: 06.03.15 By: BENTLEY I Room name MASTER W.C. RED 2 2 Exposed wall Ro It 10.5 it 3 Room height 8.0 it heat/cool 8,0 it healk,.00l 4 Room dimensions 3.5 x 5.5 It 13.0 x 10.5 it 5 Room area 19.3 ftP I36.5 112 Ty Construction number U-Value Bt(jh/ft2 IF) Or H-1 M Bt /ft!) Area (ft2) or perimeter (it) Load 0(uh) Area (ft2) or perimeter (ft) Load Bt h) Heat - Cool Gross N/P/S Heat Cool 6rossTN/P/S Heat Cool 6 L 12C-0sw 2A-20m 2A-2orn 0.091 0,350 0.350 n n n 2,52 9.69 9.69 2.35 12,19 12,19 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 1 VL-D 13A-2ocs Blk wall, s 11,10 0,201 0.600 n n 5,57 16.62 4.37 18.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T--" 12C-Osw 2A-2om 13A-2ocs Blk wall, s 0,091 0.350 0.201 e e e 2,52 9,69 5.57 2.35 3198 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T--" 2A-2orn 12G-Osw 0.350 0.091 e s 9.69 2.52 28.96 2.135 0 28 0 28 0 71 0 66 0 0 0 0 0 0 0 0 2A-2orn 2A-2om 13A-2ocs Blk wall, s 0,340 0.350 0.201 s s s 9.42 9.69 5.57 12,44 12.41 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2.omd 0.350 0.620 s s 9,69 17.17 11.93 16.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 13A-2,ocs Elk wall, s 0.091 0.350 0.201 w w w 2.52 9.69 5.57 2,35 33,98 4.37 44 0 0 44 0 0 111 0 0 104 0 0 84 15 0 69 0 0 174 145 0 162 510 0T--G 2A-2orn 0,350 w 9.69 28,96 0 0 0 0 0 0 0 0 P 12B -Osw 0,097 2.69 1.75 0 0 0 0 0 0 0 0 L--D 11DO 0.390 n 10M0 12.03 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 032 1.41 19 19 14 27 137 137 98 193 F 2OP-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-ct)l 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 199 Envelope loss/gain 195 188 418 1064 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 jbtotat (lines 6 to 13) 331 231 576 1115 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 231 576 1115 15 Duct loads 26% 49% 88 113 26%1 49% 152 54.1 Total room load 418 344 728 1658 Air required (cfm) 20 is J-I:jtq3573 Calculations apUroved by ACCA to meet all requirements of Manual J 8th Ed. Night-SufteO Univors'll 2018 18.0.27 HSU23828 2018-Sep-21 14:50:00 Oe N - Page 5 ndKGRN\Lot631<ensii)gtonReserveSuaitnerlaridKC,nN.rtip GaIc - MJ8 House faces: N d I 9w wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING G531 , ODISGO WAY, SANFORD, Fl, 32771 Phone: 407-831-2665 Job: LM631(ensi ngto n ReserveSu Date: 06.03.15 By: BENTLEY I Room name BED 3 BED 4 2 Exposed wall 10.5 ft 27.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 13.0 x 10.6 If 10.5 x 11,0 It 5 Hoorn area 137.6 IF 178.5 It' Ty Construction number U-value Btuh/ft2-'F) Or FT IM BtUjj/ft2) Area (ft2) or perimeter (ft) Load BtUh) Area (ft2) or perimeter (ft) Lead Bt h) Float Cool Gross N/P/,S Heat cool Gross N/P/S Heat cool 6 kLt12C-Osw 0.091 n 2.52 2.35 0 0 0 0 84 69 174 162 2A-2orn 0.350 n 9,69 12.19 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 12,19 0 0 0 0 15 0 145 183 I -2oc, 3A s Blk wall, s O.201 n 5,57 4,37 0 0 0 0 0 0 0 0 1 11,10 0,600 n 16.62 18,51 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0T__G 2A-2om 0,350 e 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0350 e 9.69 28,96 0 0 0 0 0 0 0 0 12G-Osw 0,091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 S 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 2A-2omd 0,620 s IT 17 16.92 0 0 0 0 0 0 0 0 12C-0 w 2A-2om 0.091 0.350 w w 2.52 9,69 2.35 33,98 84 15 69 0 174 145 162 510 136 0 136 0 343 0 320 0 13A-2ocs Blk wall, s 0,201 w 5.57 4,37 0 0 0 0 0 0 0 0 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 2,69 1.75 0 0 0 0 0 0 0 0 1166 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 G 16B-38ad 0,026 0.72 1,41 137 137 98 193 179 179 129 252 F 2OP-13c 0,068 IM 0.98 0 0 0 0 137 137 257 133 F 22A-cpl 0.989 2T40 0'00 0 0 0 0 0 0 0 0 6 c) AED excursion 199 44 Envelope loss/gain 418 1064 1048 1006 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @b 230 0 0 0 0 Appliances/other 0 0 tSubtotal lines 6 to 13) 576 11151 1461 1140 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 576 1115 1461 1140 15 Duct loads 1 2 6% 1 491/ 152 W 26% 491/ 387 556 Total l room loada 7281 1658 11848 4696LAi, Air required (cfrn) 89 75 Calculations apgroved by AGGA to meet all requirements of Manual J 8th Ed. 2018-Sep-21 14:50:00 Right -Suite" Universal 2018 18,0,27 RSU23828 Page 6 ndKGRN\Lot63K(-nsingtonReserveStimnierlandKGfIN,rul) Galc m, MJ8 Flouse faces: N di rF wrightsoW Right -JCS Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665 Job: Lot63Ken sing ton ReserveSu Date: 06,03,15 By: BENTLEY I Room name MASI ER WIG 2 BATH 2 Exposed wall 7.0 It 0 If 3 Room height 8,0 It heat/cool 8,0 It heat/cool 4 5 Room dimensions Room area 5.5 x 7.0 It 38.5 ft2 5.5 X 10,5 It 57.8 ft? Ty Construction number U-value Btuh/ftl-'F) Or 111 M Bt /ft2) Area (ft2) or perimeter (ft) Load f3tuh) Area (ft2) or perimeter (ft) Load BUI 11) Heat cool Cross NIP/S Heat cool Gross N/P/S Heat Cool 6 L12C- Osw 2A-2om 2A-2orn 0.091 0.350 0-350 n n n 2.52 9.69 9.69 2.35 12.19 12.19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 1 13A-2ws Blk wall, s Rig 0,201 0.600 n n 5.57 16.62 4,37 18.51 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 t--C, 12C-0sw 2A-20M 13A-2ocs Blk wall, s 0091 0*350 0,201 0 a e 2.52 9.69 5,57 2.35 33,98 4.37 56 0 0 56 0 0 141 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 0 0T-G 2A-2om 12C-Osw 0.350 0,091 e s 9.69 2.52 28.96 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 13A-2ocs Blk wall, a 0.340 0,350 0.201 a s s 9.42 9,69 5.57 12.44 12.41 4,37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2omd 0.350 0.620 s s 9.69 17.17 11.93 16.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T-o 12C-0 w 2A-2om 13A-2ocs Blk wall, s 0.091 0.350 0.2.01 w w w 2.52 9.69 5.57 2.35 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-"- 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 I 213-0sw111DO 0.097 2.69 1,75 0 0 0 0 0 0 0 0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 G 1613-38ad 0,026 0.72 1.41 39 39 28 54 58 58 42 82 F 2OP-13c 0.068 1,88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 3 Envelope loss/gain 169 178 42 79 12 a) Infiltration b) Room ventilation 105 0 34 0 0 Of 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 Subtotal (lines 6 to 13) 274 212 42 79 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 212 42 79 15 Duct loads 26% 49% 73 103 26% 1 49% 1 11 38 Total room load 347 315 1 53 117 Air required (cfm) 17 14 L 3 5 Calculations apUroved by ACCA to meet all requirernonts of Manual J 8th Ed. Riqht-SuiteO universal 2018 18.0.27 RSU23828 2018-Sep-21 14:50:00 r1dKGRN\L.ot63KensingtonRese , rveSkanmerlandKGRN.rup Cale :-- MJ8 House faces: N Page 7 wrightsoft, Right-JO Worksheet Job: Lot63KensingtonResetveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name LAUNDRY LOFT 2 Exposed wall 0 It 48.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 7.5 x 9.5 It 1.0 x 379.8 It 5 Room area 71.3 ft2 379.8 ft2 Ty Construction number U-value Btuh/ft2-'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (w) or perimeter (ft) Load Btuh) Heat I Cool Gross N/P/S Heat cool Gross N/P/S Meat Cool 6 12C-0sw 0,091 n 2.52 2.35 0 0 0 0 152 125 315 294 T-j 2A-20m 0,350 n 9.69 12.19 0 0 0 0 12 0 116 146 2A-20m 0.350 n 9.69 12.19 0 0 0 0 15 0 145 183 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 11J0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0 12C-Osw 0,091 e 2.52 2.35 0 0 0 0 232 232 585 546 2A-2om 0,350 e R69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 13A-2ocs BIk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 U J 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 a 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1,75 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 160-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 22A-cpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AC excursion 26 78 Envelope loss/gain 51 75 172.6 1779 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 10 Subtotal (lines 6 to 13) 51 675 2448 2012 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 675 2448 2012 15 Duct loads 1 26 % 49 % 14 329 26% 49 % 648 981 Total room load 65 1003 3096 2993 Air required (cfm) 3 44 150 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf r.tts.ic> 2018-Sep-2114:50:00 t •• Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 8 A...ndKGRNU-ot63KensingtonReserveSummerlandKGRN.rup Calc s MJ8 Rouse faces: N m mumm mn a K U 00 «U 0 »o ^ ' r- i U 0NK~ — ---~-- Summary oum: us.no./s Entire House By: aswrLEv DEL AIR HEATING 8k AIR CONDITIONING so/oou/xooWAY, axwrono.rLoc'nPhone: ^m"u`'css5 For: RYANHOMBS 2257KEUNSCOTTCOURT, SANFORD. FL32773 External static pressure P/osuun*|ouueu Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length ( TEU Heating 0.40 in H2O 0.06 in H2O 0.34 in H2] 8.170/0. 170 in H2O 0.270 in/ 100ft Cooling 0.40 inH2O 0.06 in H2O 0.34 in H2O 0.170/0.170 in H2O 0,270 in/ 1OOft 1283 o0n Name Design Btuh) Htg cfm) Cig Cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Eqv Ln (ft) Trunk Name Name Type Cfm) Cfm) FR f pm) in) in) Material Trunk ov/o-S°p- c' 14:50m' nwoe^iteOlu"*"*°eom,aum* ao,38c page Return Branch Deiall Table Grille Htg Clg TEL. Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cf m) ft) F R fpm) in) in) Opening (in) Matl Trunk rb-I OX0 1283 1283 0 0 0 0 Ox 0 VlFx wrightsoft" 2018-Sep-21 14:50:01 Right -Suited Universal 2018 18.0.27 HSL123828 Page 2 4CCK ... iidKGRN\I-C)t63KensingtonPoserveSumineclatidKGRN,rup GaIG M,18 I louse faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot63KensingtonReserveSummeriandK(3RN Builder Name: RYAN HOMES Street: 2257 KELIVISCOTT COURT Permit Office: SANFORD City, State, zip. SANFORD, FL, 32773 Permit Number: Owner; Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor training cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa( as, Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall, Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids bQJVQQn fire a hnkler cover platQs a0d w@lls Qr cQiIinas. a. In addition, inspection of log walls shall be in accordance with the provisions of [CC.-400. 9/21/2018 2:59 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 173 3' bath duct to roof cap X 14x8 1wcd n T W/f an 0 - 0ne TNB150Nuto _VS imo 2wcd 225 OX4 w 10 x 4' n 7 U IOX6 Iwcd 4' 9, 14x8 lwcd 0' 1wcd t—A 41W ragMAW z U CL& 4' 14' Ull x4 1wcdUI 1OX6 1wCd 16x r 75CLAL n C- (4- > 0 Q1 M 6' 0 i 41 w 4- z L 00' 5 z r --, _V1 n , U OL O 1Ox6 lwcd (4- 4' Ox6 rag 0 0195 -1:3 4 0 U (T) (n -P 3z Ox6 raCO Ox6 rag g STUDY 5W-W CL& :> LLJ - CFUMW4d-> 0 w '3 R-- i4 CC06'IM 1wcd QL do x 1w%d 4-+5 ex 0 1 1 :5 a --.M— 45 art CD x 0 ruw - D, 4- ro VCLC: by x 7' M6 rng t, ULLr L r— 0 ro 0 a, tzi >1 L L L 35 TONW/8KV 2240V IPH "a 1 12 6 1wcd 2 1301-- d platform by V 4- 3.75 btdr, :C: K n 17 Li 1843 plen 0-0 CLdL Scate r > a------------ 24xl4rad 1> td Li W- V x T-r owsp Li 71 F-1 M LO III LLJ F-- 4 Y) CD z D ED LJ ,D W Rating 0 7' w > : 7 3: z W10 D < Must have a minImum clearance of 4 Inches around the a1r handler per the State Energy code. AR duct has an r=6 Insutation vaLue, m n I q,Tw4mc,3- t4 Lira) Aa 0 a--c- ec) d v oJ reti 5 fc, I v-rl-v X/-I Od 47 1: CORIF) Co PY Z E 6 7 ell rI V j 21- REC(ORD OE'SCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded In Plot Book 81, Poges 96; th.rough 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc. SWINSTRAD DRIVE 80' PRIVATE R/W) 443a 7 S 89040'51 " W 40.00' 10' WALL UTIL, ESMT. 23.4 7' 23.4 7' 33.4 7' Ok to construct single family home 160' A\C LANAI and impervious area C; with setbacks tX shown on plan. 5c-mmeo,'1e/- , 5. 00' 41 30.0, LOT 63 PROPOSED MODEL SUMMFRI-ANO— K LOT 64 C) 2 CAR GARAGE RIGHT IZ) ENTRY 81, 5, 00' .7 5.00" 21. 3' I DRIVE 1 25.20 25. 20' 1 0 TI L ES MT. 5' CONC. WALK 8-8.) N 89040'51 " E 40, 00' KELMSCOTT COURT 50' PRIVATE RIW) 5.00' 5. 00' Qa 5,00' LOT 62 I — — — j5()' — — — C-, Et zOPOSH) m FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY AR T A -- it DRAINAGE PLANSPROPOSEDDRAINAGEFLOW PLOT PLAN AREA CALCULATIONS REAR 20' IMPERVIOUS COVERAGE = 2,230- f SQUARE FEET OR 48.511 SIDE 5' FOR 40' LOTS GRAOIN6 F)'PE 8 1 +14`101 11 LOT CONWNS 4,600± SQUARE FEET SIDE 7.5' FOR 60' LOIS PROPOSLO FINISH FLOOR PER PLANS = 29.9' LIVING AREA CONTAINS 999-+ SQUARE FEET SIDE 10' FOR 75' LOIS CONCILANALPORCH CONTAINS 6821 SQUARE FEET SIDE STREET = 25' USEWHEYER - SCO 777 ASSOC, - INC - LANDSURVTY0.8s'.. UR 111& L E'Nl LEGEND - PLAT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407) 658--1436 PBL, • POINT ON LINErIFILDTYP, • TYPICAL NOTES, P.R,C, POINT OF REVERSE 111RV4TU1C UU 11 ROD Ptr • POINT Of COMPOU10 VRA",,, 1. THE UNDERSIGNED DOES HEREBY CERTIFY WT THIS SURVEY MEUS OF THE STANDARDS OF PRACTICESETFORTHBYTHEFLORDABOANOCONCRfIE MONUMENT BAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, ROPIOA STATUES i /e* Iti, Rt- p `0196 INA, NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID i: K(3VEREI "P, WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS 3 11 PONT (11 RIGNNING CALL. U CALCULATED OR EASEMENTS THATAFFECT THIS PROPERTY. 5) P010 "I C' G,R`C.CCK,O R.M. • PERMANENT MONUMENT 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF, • FINISHED FLOOR CLrVATION BUT RSA-, LDING SCTRAN I-I.0 5 FHfS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER [NtiTY D.M.BENCHMARK 6 DIMENSIONS SHOWNFOR THE LOCAT(ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES ASCItE NT D.Q. BASE REARING 7, BEARINGS, WE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE GEARING (8,8,) 8, CLEVATICUS, IF SHOWN, ARE PASED ON 14AT.ONAL, GEODETIC VERTICAL DATUM Or 1929, UNLESS OTHERWISE NOTED C C ANTr LIN, FCNCE 9, CERTIFICATEOF AU!NOk1ZAnON N,. 4596. VC-I"_,V 101) TRUCE CNNCRETE KC scALE 1" 20'--1 BRAWN POINT Qt CURVATURE 1ANGENCY Dr%,RII TtQNCERTIFIED hY, OATS No. ARC LCIG111 PLOT PLAN 09-27-2018 6239- 18 C,,URn C.ORD BEARING NORTH THIS 801LORNIGINROPERTY DOES NOT LIE WITHIN i(E 1,5TABOSHED 100 YEAR FLOOD PLANE AS PER "FIRM' TOM X. YER, R,I-S. # 4714 ZONE- ly" MAP j 1211 7C0090F (09-28-07) JAME5 W, SCOTT, R1, S # 4801 COM, City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # #18 - 4 357 Project Location Address C- 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 Stain ing Sliding Therma Tru Ply Gem Smooth Star 4780 SGID 20461 -R3 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R 12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description includin decirr al 3. Panel VNalls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofinq Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla meats InterWrap Inc. Rhino Roof Underlayment 15216 - R3 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 Roofin S stems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 off Ridge Vent 19567 - R1 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Loft's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 PH: 772-409-1010 FX: 772-409-1015 iiia,,N.4. 1 T TRUSS ENGINEERING w7pffW- apf TI , MASTER#: WRCSUKL K Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL JOB #73595 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: LOT #63 City: Model: SUMMERLAND "K" Subdivision: County: VAIRES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building, Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Name Date 1 A0038670 A01 6/8118 13 A0038682 CJ3 6/8/18 25 IA0038694 Truss FL06GE 6/8/18 2 A0038671 A02 6/8/18 14 A0038683 CAP 6/8/18 26 IA0038695 FL07 6/8/18 3 A0038672 A03 6/8/18 15 A0038684 CJ5 6/8/18 27 A0038696 FL08 6/8/18 4 A0038673 A04 6/8/18 16 A0038685 D01 6/8118 28 A0038697 FL09G 6/8/18 5 A0038674 A05 6/8/18 17 A0038686 FG1 6/8/18 29 A0038698 FL10 6/8/18 6 A0038675 A_06 6/8/18 18 A0038687 FG2 6/8/18 30 A0038699 FL11GE 6/8/18 7 A0038676 A071 6/8/18 19 A0038688 FG3 6/8/18 31 A0038700 HJ6P 6/8/18 8 A0038677 B01 6/8/18 20 A0038689 FL01 6/8/18 32 A0038701 HJ7 6/8/18 9 A0038678 B02 6/8/18 21 A0038690 FL02 6/8/18 33 A0038702 J6 6/8118 10 A0038679 B04 6/8/18 22 A0038691 FL03 6/8/18 34 A0038703 ME 6/8/18 11 IA0038680 CA 6/8/18 23 A0038692 F104 6/8/18 35 A0038704 J6P 6/8/18 12 A0038681 CJ2P 6/8/18 1 24 A0038693 I FL05G 6/8/18 136 A0038705 V 6/8/18 the truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under mydirect supervision based on the parameters provided byA-1 Roof Trusses, Ltd, Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components forany particular building is the responsibility of the building designer, perANSVrK1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as `Structural Engineering Documents') provided by the Building Designer indicating the nature and characterof the work. The design criteria therein have been transferred to Anthony Tomibo III PE by [All Roof Trusses orspecfic location]. These TDDs (also referred to at times as'Structural Delegated Engineering Documents'} are specialty structural component designs and may be part of the project's deferred orphased submittals. As a Truss Design Engineer(i.e., Specialty Anthony T. Engineer), the seal hereand on the TDD represents an acceptance of professional engineering responsibility forthe design of the single Truss depicted on the TDD only. The Building Designeris responsible for and shall coordinate and review the TDDs for compatibility with theirwritten engineering requkements. Please review all TDDs and all related notes. 4 qgrtttiliiltff r# ' NO I Ombo' IIIFiauad r a re+rrina arc•. i. i t <..00 1 onod918( Woo1Ft20001, 0o Ill'" Anthony Tornbo M, % BC A 2 21 W 00 00 00 4 C 12 a7 D F Page 1 of 2 Lumber design values are in accordance with ANSITTPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. 4,0 M TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL No. Seal # Truss Name Date 37 A0038706 L01G 6/8/18 38 A0038707 L02 6/8118 39 A0038708 L03 6/8/18 40 A0038709 M6 6/8/18 41 A0038710 M6E 6/8118 42 A0038711 MG7 6/8/18 243 A0038712 VM3 6/8/18 44 A0038713 VM5 6/8/18 45 STDL01 STD. DETAIL 6/8118 46 STDI-02 STD. DETAIL 6/8/18 47 STDI-03 STD. DETAIL 6/8/18 48 STDL04 STD. DETAIL 6/8/18 49 STDI-05 STD. DETAIL 6/8/18 i 50 STDI-06 STD. DETAIL 6/8/18 51 STDI-07 STD. DETAIL 6/8/18 52 STDI-08 STD. DETAIL 618/18 53 STDI-09 STD. DETAIL 6/8/18 54 STDI-10 STD. DETAIL 6/8/18] 55 STDL11 STD. DETAIL 6/8118 156 STDL12 STD. DETAIL 6/8/18 57 STDL13 STD. DETAIL 6/8/18 58 STDL14 STD. DETAIL 6/8/18 59 STDL15 STD. DETAIL 6/8/18 60 STDL16 STD. DETAIL 6/8/18 Page 2 of 2 Job ;Truss Truss Type 4 WRCSLJKL A01 Hip Girder Al Roof Trusses. Fort Pierce. FL 34946. desian0a I trusscom 7-0-0 7vin KAT9nH.-, s 8.21 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:16 2018 ID:?sOQvilzBGko2hFpRYibzzzOpep-t9lHdEHLk4ZVBHk6E3ROJaSZZQsHnefGrLtCV 17-7-7 23-0-0 30-0-0 31 -" Dead Load Deft. = 3/8 in 25 26 lZ 27 28 11 29 30 31 j 4x10 2x4 II 4x10 7x10 MT20HS 2x4 ii 4x10 3X8 7-0-0 12-4-9 17-7-7 23-0 30-0-0 7-0-0 54-9 5-2-13 5 4 9 7-0-0 halle Offsets_(X,Y)-- [2:0-5-00-1 111, P:0-3-0,0-3-12], J6:0-3-0,0-3-121, [7:0-5-00-1-11], 10:0-3-8,0-1-81 LOADING (p s 0 SPACING- 2-0-0 CSI. I DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0L94 Veri(LL) 0.35 10-12 999 360 MT20 244/190 TCDIL 10.0 Lumber DOL 1.25 BC 0.51 j Vert(CT) 0.70 10-12 516 240 MT20HS 1871143 BCLL 0.0 Rep Stress Ines NO W13 0.86 Hor-z(CT) 0,14 7 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0,41 10-12 873 240 Weight: 172 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 2 2521/0-3-8 (min. 0-2-1) 7 2520/0-3-8 (min. 0-2-1) Max Herz 2 59(t-C 9) Max Uplift 2 851 (LC 4) 7 851 (LC 5) Max Grav 2 2521(LC 1) 7 2520(LC 1) FORCES. (lb) Max. comp./max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5911/2012, 3-18=-7295/2562, 18-19=-7297/2562, 4-19=-7301/2563, 4-20=-7296/2560, 20-21 =-7296/2560, 21-22=-7296/2560, 5-22=-7296/2560, 5-23=-7331/2577, 23-24=-7326/2576, 6-24=-7325/2575, 6-7=,-5907/2011 BOTCHORD 2-13=-1768/5395, 13-25=-1770/5431, 25-26=-1770/5431, 12-26=-1770/5431, 12-27=-2462/7326, 27-28=-2462f7326, 11-28=-2462r7326, 11-29=-2462/7326, 10-29=-2462/7326, 10-30=-1776/5427, 30-31=-177615427, 9-31=-1776/5427, 7-9=-1775/5391 WEBS 3-13=-56/-761, 3-12=-767/2214, WEBS 3-13=-56/761, 3-12=-767/2214, 4-12=-7571494, 5-10=-7751497, 6-1 0=- 785/2252, 6-9=-50/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf-I 13CDL=5.Opsf; h=25ft; Cat, 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851 lb uplift at joint 2 and 851 lb uplift at joint 7, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13-0-12, 123 lb down and 139 lb up at 15-0-0, 123 lb down and 139 lb up at 16-11-4, 123 lb down and 139 lb tip at 18-11-4, and 123 lb down and 139 lb up at 20-11-4, and 248 lb down and 270 lb up at 23-0-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 383 lb down and 91 lb kip at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incroase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-201 (F) 6=-201 (F) 13=-383(F) 9=-383(F) 18=-123(F) 19=-123(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-1 23(F) 24=-1 23(F) 25=-71 (F) 26=- 71 (F) 27=-71 (F) 28=-71 (F) 29=-71 (F) 30=-71 (F) 31 =- 71 (F) 4A- 4 1 4 It, TOP W N V Wl* rto- 0 a We, Wp'M Wl (T' pokw "M A WA.P., ?"*" 4451 Y, 1 'ude Blvd. Ft 14946 Rtpu&uo 0 th" immel, le 4.7 the -11" rtmwq 1.n A I Roof Tm", Job Truss Trus WRCSUKL A02 Hip RYAN HOMES / A0036671 4 1 Roof Trusses, Fort Pierce, Ft- 34946, design@altruss.com Run: 83.210 s 1 May 18 2b16Print: 'fj.M s May W 2616-Mife'k- Industries, Inc. Fri Jun - 8 15:36 17 11 2018 1- 0- ID:? sOQvllzBGko2hFpRYibzzzOpop-LMsfraHzUOhMpQj lornyFsn__kuqAOWFDQ4?cm 1 F1 9-0-0 15-0-0 21-0-0 30-0-0 -'1--o 9- 0-0 6-6-6, 6-0-0 9-0-0 1.61 4x8 3 4x8 I 4x4 1. 5x4 !I 3x6 1. 5x4 !l U8 9- 0-0 21-0-0 9- 0-0 f 6- 0-0 6-0-0 Plate Offsets (X,Y)-- t2:0-2-6,Edge1, 13:0-6-0,0-2-01, [5:0-5-0,0-2-01' ft0-2-6'Edg el LOADING ( pso I SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0,90 Vert(I-L) 019 8-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-17 812 240 BCLL 0,0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS i Wind(LL) 0,29 8-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid coiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 6 n 1260/0-3-8 (min. 0-1-8) Max Hor-z 2 - 74(LC 13) Max Uplift 2 - 357(LC 8) 6 - 357(LC 9) Max Grav 2 1260(LC 1) 6 1260(LC 1) FORCES, ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2355/1547, 3-4=-2394/1722, 4- 5=-2394/1722, 5-6=-2355/1547 BOT CHORD 2- 11=-1221/2086, 10-11=-1221/2095, 9- 10=-1227/2095, 8-9=-1227/2095, 6- 8=-1226/2086 WEBS 3- 11---11/364, 3-10=-218/518, 4- 10=-373/342, 5-10=-218/518, 5- 8=-1 11364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.0psf; hz-25ft; Cat. ft; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL---1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 1 This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 4x4 30- 0-0 9- 0-0 PLATES GRIP MT20 244/190 Weight: 130lb FT=10% 1, aW.r(-Ids WAwwv— trl' Jiony T. .1raill"Itt 1"to a N -0044 .7 Nti'-1 W I'd kIlKnArl 4 80083 4451 St t ude Blvd. Foi t P:er(e, L 34V,6 Opy' qWOM64 I iWI'mrs hihqayl Imbalil'N' Rr,pradoamn of th's i0waa,'I'm 0§1 farm,,, P'OhMud .40"1 the -9,0 pnm"qu tom A lhrrfl"sxei Job I russ Truss WRCSUKL A03 Hip Al"RoofTrusses, Fort Pierce, Ft- 34946, design @a 1 truss corn 6-10-1 11-0-0 U6 Qty I Ply Run: 83.210 s 1 May 18 2018 ID:?s0QvIIzF 4x8 RYAN HOMES / SUMMERLAND Job Reference (optional) - s Mav 18 2018 MiTek Industries. Inc. Fri Jun 6-10-1 A0038672 Dead Load Deff. = 3/8 in 4 17 y 3x8 3X6 3x4 4x4 40 110-0 19-0-0 30-0-0 il-0-o 8-0-0 11-0-0 Plate Offsets [5:0-5-0,0-2-0] LOADING (psO SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,67 Vert(CT) 0,69 9-17 525 240 BOLL 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 Weight: 136 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-5 oc purfins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 1260/0-3-8 (min. 0-1-8) 7 1260/0-3-8 (min. 0-1-8) Max Herz 2 = 89(LC 12) Max Uplift 2 340(LC 12) 7 = 340(LC 13) Max Grav 2 1260(LC 1) 7 1260(-C 1) FORCES. ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2434/1731, 3-4=-2069/1465, 4- 5----1871/1415, 5-6=-2069/1465, 6- 7=-2434/1731 BOTCHORD 2- 11 =- 1437/2210, 10-11 =- 1035/1870, 9- 1 0=- 1035/1870, 7-9=- 1445/2210 WEBS 3- 11 =-418/492, 4-11 =- 185/495, 5- 9=-1861495, 6-9=-419/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 ' Vult= I 50mph (3-second gust) Vasd= l 16rnph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft; CaL 11 * Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed ' C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 In uplift at joint 2 and 340 In uplift at joint 7. LOAD CASES) Standard An" hony I 41lee. 4 H—qe,,qN!-- M, l I U'ek" W I. P FIV,1 ',Ue"04k, flIpIl C'XiTIM Q' I Callt,;kMCCENAIV*I- 4"t, w I 3"V, N —I I I. S,v,fi 10,io he lop ., Mk 1- '04 1.4k ioOd'iy . 1- 4 1 111, "P-wd III, N. 1110-, , "W'ZO."'O WIC" aN ww.I I IN * t .0 14 ("O'CIq W .01, 1 1, 4 VA, DD 4 1'! 1,44 1, 0 MOeoq i-r 1,44" W I'll, W ,ipo, , 0 300,83 e, k tw-", ;ii 1, I'm "C', 1'.1 .1 j.1iiII, I Ill 1-:14, t.t.va 4,q 11 M %G no W—V. 4 r 4- IF I "'., 1t "iK" 01", a1111 e t, I m I'- Wwen 4451 St, I-ude Blvd, It"", kh"t 111 00 q'd ve'el 1, W TII, h- 4,,r ,,— , 1(l ;, i Ift; .r . F- 1 V f WN'l Ali w 1 Iq ra; er , 14 W 1, 1 It I rail ea:e, U 14946 hileiylAmbolli P.E. Rep, e6cion of Ih, de'tifflent, meal lean, " ptoli'Med w,Ihelil the wrinao Re, —iia liem A llteoflt-ii, jot) Truss Truss Type ()ty - Ply_ 1 RYAN HOMES /summuRCANb -- - WRCSUKL A04 Hip 2 A0038673 Job Reference (optional) _ 4 At Roof Trusses, Fort Pierce FT 34946, design@a1truss.com 83.210 s 1 May 182018 Print: 8,210 s May 18 2616 MiTek Industries, Inc. Fri Jun 8 15:36:18 2618 t tzBJZB Pale IID:? sOQvl[zBGko2hFpRYibzzzOpep-pYQ22wlbFhpDRauUMTTUP?XxiEU1V. 06-3-5 1 68-1 1 4- 0- 0 3811 30- 0-0 _0 6-j- 5 _6- 4X6 4x6 Dead Load Deft. = 3/16 in 3x4 I, Sx4 !I 3x4 3X6 1,5x4 11 3x4 3X4 6- 3- 5 1 13- 0-0 1 17-0-0 4 23-8-11 30-0-0 6-8- 11 4-0-0 6-8-11 LOADING(psf) j SPACING- 2-0-0 CSI. DEFL. in loc) I/deff L /d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,77 Vert(LL) 0.31 9-10 >999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0,82 Vet(CT) 0.47 9-10 >759 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Hori(CT) 0,10 7 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matnx-MS Wind(LL) 0.24 12-13 >999 240 Weight 139 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 1260/ 0-3-8 (min, 0-1-8) 7 1260/ 0-3-8 (min. 0-1-8) Max Herz 2 = 104( LC 13) Max Uplift 2 359( LC 12) 7 359( LC 13) Max Grav 2 1260( TC 1) 7 1260( LC 1) FORCES. (lb) Max. Comp,/ Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2585/1803, 3-4=-1854/1350, 4-5=- 1641/1336, 5-,6=- 1854/1350, 6-7=- 2585/1803 BOTCHORD 2- 13=- 1521/2351, 12-13=-1521/2351, 11 - 1 2=-892/164 1, 10-11 =-892/164 1, 9-1 0=- 1531/2351 , 7-9=- 1531/2351 WEBS 3- 13= 0/281, 3-12=-846/691, 4-12=- 196/414, 5-10=-196/414, 6-10=- 846/691, 6-9=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-101 Vultm- 1 50mph (3-second gust) Vasd=1 16mph; TCDI-=5.Opsf; BCDL=5,Oplf; h=25R: Cat. 11; ExP C; Encl , GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=-1, 60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7, LOAD CASE( S) Standard A- ti 00,01k P*,m10,q-tj P 131ryb. 14 0.1"z7'.0, N! 0,1W tt, A, lh, 0 .1, ' TM1 -4 4, p -.p., ft iwq mon"s w*' 111 V, F 1, 4, 60,q 1k, 01,101 hvj, I, a lu Rf 1 4: W , 111v ka 01 0, .6 1- i 1'q,,,, 0 14 -1io 4,a! 41hsedge joq k,,Jrw4 W o_, Anthony 41-, too it, wt ItTjokw" 11"VI(A '4to 4451 St. Lode. Blvd. VA PJ, rerpermfo,t Pfof(e, lL 34)46 I Job Truss Truss Type WRCSUKL A05 Common A0038674 art Pierce, FL 34946, design@a1tr-uss.com Run: 83.210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:19 2018 Page I ID:?sOQvIlzBGko2hFpRYibzzzOpep-HkzQFGJDO?y42kTgvB_jxG44letG_3ljXJ5t5Jz8JZA 11-0 7-9-14 22-2-2 _ I _- 11 _130-0-0 1 - 31 _oT1 -01- 7-9-14 7-2-2 7-2-2 7-9-14 11 4X6 5.00112 3x4 4X6 3x4 3x4 U4 - 10-2-10 10-2- 1 0 19-9-6 30-0-0 9-6-13 10-2-10 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL I TC 0,91 Vert(LL) 0.27 8-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,62 Vert(CT) 0.50 8-16 720 240 BCLL CIA) Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 6 n1a n/a BCDL 10,0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.24 8-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during mass erection, in accordance with Stabilizer Installation guide. i REACTIONS, (lb/size) 2 = 126010-3-8 (inin. 0-1-8) 6 126010-3-8 (min, 0-1-8) Max Herz 2 118(LC 16) Max Uplift 2 375(LC 12) 6 = 375(LC 13) Max Grav 2 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2423/1757, 3-4=-215511631, 4-5=-2155/1631, 5-6=-2423/1757 BOTCHORD 2-10=-1454/2193, 10-17=-778/1441, 9-17=-778/1441, 9-18=-77811441, 8-18=-77811441, 6-8=-1460/2193 WEBS 4-8=- 515/ 775, 5-8=-495/613, 4-10=-5151775, 3-10=-4951613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vas&l 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10.Opsf, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at joint 6. LOAD CASE(S) Standard Dead Load Defl, = 5/16 in PLATES GRIP MT20 244/190 Weight: 131 lb FT = 10% NKT;k;WXMRIVI- ?' aW'Jf 04 iip Fyox' o W . W in for 0, . cel." 0 tq r 9".w iy" eq 'r.AdN " t4 W V 9 11, '011- 11 At M W. .4N to 1 4 6'e, —oll— *eki',,me' "Atio,, ii—OM! 4" ry-04 uwAt,'*'e IVIOI. l'y' l"""",s,.I,"'etT,,i(4,ml"N,v lp."Mt:,.'g.,0,,,%,.,, 4452 St, Lucie Blvd, op',31hi '10 1016 1 Roof imm kolhoy 1. Tomb 111, N, to ffuidwiop of M, 40'Votoni"44tty lorm, " itiolt'lided .4001 the ."Veo P'wiop beet A-1 441 lwwt Job Truss Truss Type WRCSUKL A06 Roof Special city 1 Ply RYAN HOMES / S 1 i 1 i i I Job Reference (oDtional hisses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Print: 8-210 s ID:?sOQvllzBGko2hFl 11-0- 6-2-11 10-8-0 12-4-0 21-0-0 1 -0-or 6-2-11 1 4-,-5-- I I -8-0f- 11 8-m 4x4 4 55x6 5x6 ,- A003867, 51 Inc. Fri Jun 8 15:36:20 2018 Paget u2tTuVytJQcGn2C_ jXCSMZrCtelz8JZ 1- 0-9 1- 0-0 Dead Load Defl. = 5/16 in 4x4 3X8 4x6 3x4 4x4 10- 8-0 21-0-0 30-0-0 10- 8-0 10-4-0 9-0-0 Plate 6ffsets,(X,Y)-- [7,10-2-2,Edgej LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/delf 1L/d PLATES GRIP iTCLL20.0 Plate Grip DOL 1.25 TC 0 Vert(LL) -0.22 11-14 >999 360 1 MT20 244/190 TCDl- 10,0 1 Lumber DOL 1,25 BC 0.66 Vert(CT) -0.51 11-14 >707 240 BCLL 0.0 Rep Stress Incr YES j WS 0.57 Horz(CT) 0,08 7 n1a n/a BCDL 10,13 i Code FBC2017ITP[2014 Matrix -MS Wind(LL) 0,31 9-17 >999 240 Weight: 134 lb FT = 10% LUMBER - TOR CHORD 2x4 SIP No.2 *Except' T3, 1-412x4 SP M 30 2) Wind: ASCE 7-10; Voft= I 50mph (3-second gust) BOB CHORD 2x4 SID M 30 Vasd--1 16mph; TCDL75,Opsf; BCDL=5.Opsf; h=25ft; WEBS 2x4 SP No.3 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) BRACING- and C-C Exterior(2) zone, cantilever left and right TOP CHORD exposed ; end vertical left exposed;C-C for members Structural wood sheathing directly applied. and forces & MWFRS for reactions shown, Lumber BOT CHORD 001-m1.60 plate grip DOL;=1.60 Rigid ceiling directly applied or 5-8-6 oc bracing. 3) Provide adequate drainage to prevent water WEBS ponding. 1 Row at midpi 5-9 4) This truss has been designed for a 10.0 psf bottom MiTelk recommends that Stabilizers and required chord live load nonconcurrent with any other live i cross bracing be installed during truss erection, in loads. 5) * This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS, ( lb/size) bottom chord and any other members. 21260/0-3-8 (min, 0-1-8) 6) Provide mechanical connection (by others) of truss 7 = 1260/0-3-8 (min. 0-1-8) to hearing plate capable of withstanding 337 lb uplift at MaxHorzjoint2and414lbupliftatjoint7. 4 - 06(LC 13) Max Uplift 2 =- 337(LC 12) LOAD CASE(S) 7 414(LC 13) Standard Max Grav 2 1260(LC 1) 7 = 1260(L-C 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2494/1771, 3-4=-2105/1461, 4- 5=-2087/1520, 5-6=-2118/1561, 6- 7=-2372/1561 BOT CHORD 2- 11=-1488/2271, 10-11=-1414/2347, 9- 10=-141412347, 7-9=-1244/2105 WEBS 3- 11=-451/529, 4-11=-1021/1488, 5- 11 =- 1155/953, 5-9=-2971193, 6- 9=-36/472 NOTES- 1) Unbalanced roof live loads have been considered for this design, AW' hmv I. TomO 'IT, 01Nit" , 4 .... 11 W1. a 1. Iff, 1.9 Wli W W M 1 1, er- ah, -nm e, eeid 0 hwl x",'welm. I, It 83 A-. 1 V"d — M4 k, 111.! 1 IkO all wV 15 1, St. i Ilde blvd op1n; hIO2W6A bdf5vistz koth.yl TmWILPL hPodo'l- of M, dune ,,n nfty br., " P,41,Wwtevt the-",& ptimSssloa trey A -I Rof h ... 40-Y I, Tomb III, P f, fort ` gorse, FL 34946 Job Truss Truss Type WRCSUKL A07 Roof Special Girder RYAN Job A0038676 Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:20 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-IxXoTcKsriJ4wgu2tTuVyUQcGG29zjR9smzraelz8JZ9 10-8-0 14-4-0 18-6A 23-0-0 30-0-0 1,-O- 1-0-0 6-1-10 t fi4:6--3-8-0 4-2-4 1 4-5-12 7-0-0 11-01 4x4 11 Dead Load Defl. = 5/16 in 13 11 lu 3X8 6x8 5x10 MT20HS 3X8 34 1 4x10 10-8-0 18-6-4 23-0-0 30-0-0 7-10-4 4-5-12 7-0-0 Plate Offsets X - Y)-- [5:0-4-0,Edge1,[7:0-2-7,Edge1,[8:0-5-0,0-1-111,[10:0-4-8,0-1- 81 LOADING (ps f) SPACING- 2-0-0 CS1. DEFL. in (for-) I/defl L/d PLATES GRIP TCLL 20— Plate Grip DOL 1,25 TC 0.89 Vert(LL) 0.32 10-11 999 360 MT20 244/190 TCDL 110.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.63 10-11 571 240 1 MT20HS 187/143 BCLL 0.0 f Rep Stress Incr NO WEI 0.95 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matnx-MS Wind(LL) 0.36 10-11 996 240 Weight: 162 lb FT = 10% LUMBER- TOP CHORD 2x4 SP No.2 `Except" NOTES- T3: 2x4 SP M 30, T4: 2x4 SP 240OF 2.OE BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP NcL3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS I Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1834/0-3-8 (min. 0-1-8) 8 = 2791/0-3-8 (min, 0-2-5) Max Herz 2 = 86(LC 28) Max Uplift 2 549(LC 8) 8 958(LC 9) Max Grav 2 1834(LC 1) 8 = 2791(-C 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4010/1215, 3-4=-3648/1135, 4-5=-3621/1123, 5-6=-6694/2270, 6-7=-6694/2270, 7-8=-6715/2281 BOTCHORD 2-13=-1109/3671, 12-13=-1820/5967, 11-12=-1820/5967, 11-18=-2016/6217, 10-18=-2016/6217, 8-10=-1992/6128 WEBS 3-13=-414/302, 4-13=-741/2502, 5-13=-3376/1248, 5-11 =-497/1023, 6-11 =-265/183, 7-11 =-354/653, 7-10=-468/1750 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1150mph (3-second gust) Vascl=l 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat' I I ' Exp C; Encl_ GCpi=0,18: MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconCLirrent with any other live loads. 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 In uplift at joint 2 and 958 lb uplift at joint 8, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated ioad(s) 298 lb down and 270 lb up at 23-0-0 on top chord, and 1521 In down and 536 lb up at 21-4-12, and 383 in down and 91 lb tip at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25 I Plate Increase=11.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 7=-201(B) 10=-383(B) 18=-1521(B) MWqmo to k', Anrlimy T. 1, 4V 0 W" 14" 41- -10 041 -1-014 "9 ;mM 1"110-0 1. 51.00, a z 80083 4451 5t. Jude blwd, 1 "1 , 1—' 1 V` "Ili " ", "' "I I" " " "" " opy, ight iTJ 70 16 A I kod 1. 0 wi hlh" 1, bmhc HL N, hp &Iio 0( 1bii fmmol, . P y lw— i pmliiW,d +Aw thit f,M, poiwo. fi 4m A I h.1 1, owl A ohoy I o,b liii, P f 4" i" I " Job Trus WRCSUKL B01 RY Hip Girder A0038677 I i " , , , , , 1 1, " '''' I - f_ -, _ - J_ , , i Job Reference (optional) If Trusses, Fort Pierce, FL 34946, design@al truss,com I I I Run: 83,210 s 1 May 18 2018 Print: 8.210 s May 18 201-8 MiTek Industries, Inc. Fri Jun 8 15:36:21 2018 Pagool ID:?sOQvIlzBGko2hFpRYibzzzOpep-E75AgyKUYcCni2d31cOBOd9TdRXOS3T??dazA,Cz8JZ81-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22-4-01-6-0 7-6-0 3-8-0 3 -8-0 7-0-0 1 16--6 -I AvA i to to 3x8 1,5x4 I! 3x8 4x4 1 5x4 1: 3X8 7- 0-0 10-8-0 LOADING ( pso SPACING- 2-0-0 CS1. DEFL. in 10c) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 10 878 240 BCLL 0,0 Rep Stress Incr NO I WB 0.24 Horz(CT) 0.09 6 n/a n/a BCDIL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.17 10 999 240 LUMBER TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SIP No-2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 2 = 1787/0-3-8 (min. 0-2-2) 6 1787/0-3-8 (min, 0-2-2) Max Herz 2 59(LC 31) Max Uplift 2 618(LC 8) 6 618(LC 9) Max Grav 2 1787(LC 1) 6 1787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3839/1299, 3-18=-3895/1386, 4- 18=-3895/1386, 4-19=-3895/1386, 5- 1 9=-3895/1386, 5-6=-3839/1299 BOT CHORD 2- 11=-1151/3475, 11-20=-1152/3503, 10- 20=-1152/3503, 10-21 =-1 113/3503, 9-21 =- I 113/3503, 8-9=-1113/3503, 6-8=-1 112/3475 WEBS 3-11 =- 35/ 643, 3-1 0=-236/61 0, 4-1 0=- 501/353, 5-1 0=-236/61 0, 5-8=-351643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Gat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed ; end vertical te* exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by other—,) of truss to bearing plate capable of withstanding 618 lb uplift at joint 2 and 618 lb uplift at joint 6, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 b down and 270 lb up at 7-0-0, 123 lb down and 139 b up at 9-0-12, 123 lb down and 139 lb up at 10-8-0, and 123 lb down and 139 lb tip at 12-3A, and 248 lb down and 270 lb up at 14-4-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 383 lb down and 91 Ib up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1,25 I Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-3=- 60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 3=-20 1 (B) 5=-201 (B) I I =-383(B) 1 0=-71 (B) 4=-123(B) 8=-383(B) 18=-123(B) 19=-123(B) 20=-71 (B) 21 =-71 (B) 21-4-0 7-0-0 PLATES GRIP MT20 244/190 Weight: 93 lb FT = 10% 4 5 "O-' acvttMSb ctqw'*S uq J'A '01'; 1- tart IF J"".d ""- wh v M W4, d N ;w i t' mi TDO 1 MM M I it, e'p .-P- "lov, Aniliony T. romb,.) M, )T. TWW i4o""'t W t0kj (.Fqm 0 4, 80083 44S(, Lude 8I.d. FL 34916 r 0 t qI ce, Job ITruss Truss Type QtY PIY RYAN HOMES/ SUMMERLAND WRCSIJKL B02 Hip 1 1 A0038678 Job Reference (optional) — AllRooffrusses, Fort Pierce, FL 34946, design @a 1 truss,com Run: 83,210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:22 2018 Page 1 ID:2sOQvilzBGko2hFpRYibzzzOpep-iJfYuIL6JwKevCCFbJYQZriePrpHBY09DHKXiez8JZ7 1-0-0 1 9-0-0 12-4-0 21-4-0 22-4-0 1-0-0 9-0-0 3-4-0 9-0-0 1-0-0 4x8 44 Dead Load Defl. = 114 in 4x4 3x4 4x4 1.5x4 i I 4x4 9-0-0 12-4-0 21 A-0 9-0-0 I 3-4-0 9-0-0 Plate Offsets (X,Y)-- 16-5-0,0-2-41 LOADING (pso SPACING- 2-0-0 Csl. DEFL. in loc) I/den Lld j PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 i TIC 0,72 I Vert(LL) 0.19 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,92 Vert(CT) 0,45 9-12 568 240 BCLL 0,0 Rep Stress Iner YES WB 0.10 Horz(CT) 0.04 5 n/a n1a BCDL 10'0 I Code FBC2017fTP12014 Matrix -MS Wind(LL) 0,29 7-15 870 240 Weight: 86 In FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purfins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mifek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 2 913/0-3-8 (min. 0-1-8) 5 = 913/0-3-8 (min. 0-1-8) Max Horz 2 74(LC 16) Max Uplift 2 261(LC 12) 5 = 261(LC 13) Max Grav 2 913(LC 1) 5 913(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 437/976, 3-4=-1 26511016, 4-5=- 1437/975 BOT CHORD 2-9=- 697/1259, 8-9=-69711265, 7-8=- 69711265, 5-7=-700/1259 WEBS 3- 9= 0/257, 4-7=- 17/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft Cat. 11 ' Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 In uplift at joint 2 and 261 In uplift at joint 5, LOAD CASE( S) Standard An' hm y 1, Tombo IF, ;'A d to 0 '-r'K 0 z 80683 445 t, ucw. 51A, Q't, ' oc,, Vi, --V46 Job Tmss Truss Type 1city 101y RYAN HOMES / SUMMERLAND WRCSUKL B04 Common 4 1 1 Job Reference (optional) Al Roo(Trusses, Fort Pierce, FL 34946, design@a 1 truss com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 M18 MiTek Industries, Inc. Fri Jun 8 15: ID:?sOQvilzBGko2hFpRYibzzzOpep-einJJzNMrXaM9VMeikaueGn1lfaW 1-0-0 5-7-14 10-8-0 15-8-2 i 21-4-0 1-0-0 5-7-14 5-0-2 5-0-2 5-7-14 10-8-0 10-8-0 ff 4x4 - 4 5X8 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in oc) I/defl Lod TCLL 20.0 Plate Grip DOL 1.25 TC 0,54 Vert(I-L) 0.18 7-10 999 360 TCDL 10,0 Lumber DOL 1.25 BC 0.62 j Vert(CT) OA0 7-10 647 240 BOLL 0,0 t Rep Stress Incr YES WB 0,30 1 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code F13C2017/TP12014 j Matrix -MS Wind(LL) 0.11 7-10 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. MiTek recommends that Stabilizer's and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 852/0-3-8 (min. 0-1-8) 2 915/0-3-8 (min,0-1-8) Max Herz 2 95(LC 16) Max Uplift 6 246(!-C 13) 2 275(LC 12) Max Grav 6 852(LC 1) 2 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-1664/1255, 3-4=-1 237/895, 4-5=-1238/895, 5-6=-1670/1261 BOTCHORD 2-7=-1059/1514, 6-7=-1066/1520 WEBS 4-7=-364/652, 5-7=-498/562, 3-7=-491/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=1150mph (3-second gust) Vasd= 1 16mph: TCDL=5,Opsf; BCDL=5.Opsf: h-2511; Cat. 11; Exp C; Encl., GCpi-0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left exposed;C-C for member-, and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 lb uplift at joint 6 and 275 lb uplift at joint 2. LOAD CASE(S) Standard A0018679 I Dead Load Detl. = 3116 In 4x4 PLATES GRIP MT20 2441190 Weight: 90 lb FT = 10% Wlk'*I'" Wmy IKI 1"." 41. :Nt'oiv,ft'd eq H. w", t"W19". W t. —ilk 11 atpaet ix and 4,151 St. tLucie 6WZt6aWyIAtMb09I'F[' I o,t ," (ice- FL -34946 Job Truss Truss Type i Qty Ply RYAN HOMES/ SUMMERLAND A00386801WRCSUKLCilCornerJack101 Job Reference (optional) AlRoof Trusses, Fort Pierce, FL 34946, design@al truss cam Run: 83.210 s I May 18 2618 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 1536:25 2018 Page I ID:? sOQvIlzBGko2hFpRYibzzzOpep-6uLhWJO-cFiDnfxqGS57BTJJ033DOwHbvFYBJzz8JZ4 1- 0-0 0-11-11 1- 0-0 0-11-11 LOADING ( psf) I SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1,25 EICLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 3 = 8/Mechanical 2 130/0-3-8 (min. 0-1-8) 4 - I/Mechanical Max Herz 2 38(LC 8) Max Uplift 3 - 5(LC 12) 2 - 82(LC 8) 4 Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 15(C 8) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCIDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=11.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 2)( 4 0- 11-11 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.10 Veri(LL) 0,00 5 999 240 MT20 244/190 BC 0,01 Vert(CT) 0.00 5 999 180 WB 0.00 Horz(CT) 0.00 4 n/a n1a Matrix - MP I I Ii Weight: 5 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard 7 U.4 t* 4 i lxWE4 %flItt-, UVW rJAS & (A"VOS QSUA'%AT"r: 1- t"4f k ptalm9m a4 "a "4' k* !"' k. m' 1-4 W "'' 4'll.y I 1e- .t ( W., qwk"" '' 'M', Nh xnst aq'i . V 110 .f M'I" _. I. 'W' %, A * R, Tiff" 4,04 k"!"s 4'1J' I " S'-O !".': V'W t' . W W'wlH --d W r 0"law t" i!f "' N sq, I— I,, 14 " 1, IF* W, '4' M I 1b, 6, 1, F. U", .0", WI*V, to'Jlcmv 1. 1"Fnb") -11, ' I 1,0111414 11 4—fMz dt. z 80083 44y1 St.tucte Blvd, 40 W(411111 Iq I'l—- WA " 411 opyt'shl(c, 916A liollmm b1boyl, Imbo III, P.E. ktPoo(fio Oil, 6"MeAl, iP, ny loan, is p,oh;h,Id wAovl the -Hen pewwon 401 A I Rofit"w, Job 'Truss WRCSUKL CJ2P Al Roof Trusses, Fort Pierce, FL Iruss type Corner Jack truss com 4.04 1-010 AN HOMES / 4 RLAND A0018681 10 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:25 2018 Oagolol ID:?sOQvllzBGko2hFpRYibzzzOpep-6uLhWJO_criDn(xqGS57BTJJe32fOwFibvFYB,Vz8JZ41-5-11 1-5-11 2X4 1-15-11 LOADING (psf) SPACING- 2-0-0 CS1. 1 DEFL. in loc) I/defi L/d TCLL 20.0 Plate Grip DOL 251 t TC 0,08 i Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress incr YES i WB 0.00 1i Horz(CT) 0,00 3 n/a n/a BCDL 10.0 Code F13C2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 1/Mechanical 4 11 /Mechanical 2 = 187/0-3-0 (min. 0-1-8) Max Horz 2 = 43(L-C 8) Max Uplift 3 = 7(LC 9) 4 11(LC 1) 2 = 147(LC 8) Max Grav 3 5(LC 17) 4 13(LC 16) 2 = 187(LC 1) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf: BCDL=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18 MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 10% Atl'0,ony 1, Fovil)T) It!, JtT .1walutif 11 4-11,Til. MICK; t,tW'. P- pt." TV I k., t-IP—z"', 0.0t :MWIl VwW4--n.d" 4451 M, Jude Blvd. epI, 1ht0 7016A lipeflTmIes Reptoklii,V efth" kowl, to y 1w-, I, pth,bT1cd w!Ifioyl the nnen ptwwoc from A lltnfl,"TeI Aelbwt 1049110 Gft FL 14946 WRCSU KL I CJ3 I Corner Jack 10 1 1 RYAN HOMES / SUMMERLAND A0038682 Fort Pierce, FL 34946, design@altmss.com 1-0-0 Run: 83.210 s 1 May 18 2018 Print: 8.210 s ID:?sOQvIlzBGko2hF 2-11-11 2-11-11 2x4 2-11-11 2-11-11 LOADING psf) SPACING- 2-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.O Plate Grip DOL O 1.25 TC 0.11 Vert(LL) -0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Ntltrix-MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 70/Mechanical 2 = 187/0-3-8 (min, 0-1-8) 4 36/Mechanical Max Horz 2 75(LC 12) Max Uplift 3 48(LC 12) 2 = 71(LC 8) Max Grav 3 70(LC 1) 2 187(LC 1) 4 51 (LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.0ps f ' h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% Anrlic)ny T. TO)fnbv, T, P.E. 4.80Q83 4o" ol r,44m"I't, WN, hv".r.:Wr AO.. ?I., T 10— 1, "r" 4,Wu Zlil e t,l ,, ft,sro, I ,I j" V, iq— .14- oam,r— 4,151 St. Lucie NA, Fort 1ioce, R A,14641 (opynihi 07016 A I toot how hpodooron ofMtduumept,m may form, k ptokhord.ithoof th, -n,o pemisirv, from A I hof Tru55L1 RYAN HOMES / SU WRCSUKL I CJ4P I Corner Jack i 4 AlRooftrusses, Fort Pierce, FL 34946, design@altruss.wm Ruw 83.210 s I May 18 2018 ID:? sOQvl 1 ' 0-0 3-5-11 1- 0-0 -1- 5 111 I LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 71/Mechanical 4 32/Mechanical 2 231/0-3-0 (min. 0-1-8) Max Herz 2 71 (LC 8) Max Uplift 3 45(LC 8) 4 30(LC 9) 2 163(LC 8) Max Grav 3 71 (LC 1 4 52(LC 3) 2 = 231(LC 1) FORCES. ( lb) Max. Comp,/Max. Ten. - All forces 250 (1h) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=15ft, Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for mernbers and forces & MWFRS for reactions shown; Lumber DO[-= 1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20. 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Job s May 18 2018 MiTek Industries, Inc. Fri Jun AOOJ8683 2x4 0- 4-8 3-5-11 0- 4-8 3-1-3 CSL DEFL, in loc) I/defl L/d PLATES GRIP TC 0,14 Vert(LL) 0.01 4-9 999 240 MT20 2441190 BC 0.14 Vert(CT) 0.01 4-9 999 240 WEI 0.00 Horz(CT) 0.00 3 n/a n/a Matrix - MP Weight: 12 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2. LOAD CASE(S) Standard Vi' Nxiy 1, AT, P.F, 3— Al, Q-6 !"p, .'N W'f 0 N it', 1'4C Atf tk" I'N 4,4—; '1' W lK l I, qW." 0 1. Ta 1'4 WJ s' 0 W lo" 46'1 . ..... 10. w 4-, v4 1 y ON 11 All 4451 St. Woe Blvd. Volt ; Iei(e. H, 34946 wfta pomi,voo 1—A I got Itme, Job I 1--sr, I Truss Type QtY A0038684 Ply RYAN HOMES/ SUMMERLAND WRCSUKL CJ5 Corner Jack 10 Job Reference (optional) 41 Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss,com Run: 131210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:28 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-Vv7Oq8LQtvm4oe7fPxaeqp6xkqG?QbGOlcDnrwlz8JZI 1 0-0 4 11-11 1'0-0 1 - I I i 4-11-11 2x4 4-11-11 4-11-11 Plate offsets (x,Y):q-fj-1o,fj-o-o1 -- p LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Lld TCLL 20.0 Plate Grip DOL 1,25 TU 0.41 Vert(LL) 0.03 4-7 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.37 Vert(CT) 0,06 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10,0 Code FBC20171TP12014 Matrix -IMP Wind(LL) O.06 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3 126/Mechanical 2 = 263/0-3-8 (min. 0-1-8) 4 = 64/Mechanical Max Herz 2 115(LC 12) Max Uplift 3 = -89(LC 12) 2 -80(LC 12) Max Grav 3 126(LC 1) 2 = 263(LC 1) 4 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft: Cat. 11; Exp, C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 17 lb FT = 10% An'llmly 1, rml',D A I,- ut.u0 W*q t. 0 14' 1.. 1. NoPq kvvv s t' ;.'w a 1,t It, A, 4' .4 N *' LA j * W.IN 1 1, 4p.' 4 t. N A Wt'—" 1114", .4 t' ,'I, ."pVM, 'f Z 30083 4—ult p—ro., It 10—V 1451 "A' Lune ffl'd. 0'4%1,4*11-111MWOII Fwt FL 349116 Whooyl, Tooth 111, `1 P,pwdootoo of this bowmea4 in aap hImI,ptolthod -Veo pe-woohom A I Roof Imim Job Truss WRCSUP<L D01 Al Flat Girder 34946, design@a1truss.com Run: 83.210 s I May 18 2018 Print: 8, ID:?sOQvilzBGko2hf 10-7-4 15-9- 5-1-12 5-1-1 am 18 2018 MiTek MMERLAND A0038685 es, Inc, Fri Jun 8 15 36:29 2018 Page iEbVHA3LJUrIgErnKYOBqtWOSkz8JZ 21-2-8 22-3-4 5-,5-8 1-0-12 Dead Load Defl, = 1/4 in 3x6 11 7x10 M120HS 1 5x4 11 t-xd 3x6 i I Offsets 5-5-8 10-7-4 15-9-0 5-1-12 5-1-12 5-5-8 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,70 Vert(LL) 0.23 11 999 360 TCDL 10,0 i Lumber DOL 1,25 BC 0.811 Vert(CT) 0.46 10-11 545 240 BCLL 00 Rep Stress Incr NO WB 0,76 Horz(CT) 0.06 9 n/a n/a BCDL 10,0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,23 11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 *Except' B2:2x4 SP M 30 WEBS 2x4 SP No,2 *Except* Wl: 2x6 SP No,2, W1 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc; purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. MiTelk recommends that Stabilizers and -required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 1567/0-7-4 (min. 0-1-14) 9 = 1567/0-7-4 (min. 0-1-14) Max Herz 13 87(LC 4) Max Uplift 13 = 463(LC 4) 9 463(LC 5) Max Grav 13 = 1567(LC 1) 9 1567(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1463/493, 2-14=-3319/867, 14-15=-3319/867, 3-15=-3319/867, 3-16=-33301874,16-17=-3330/874, 17-18=-3330/874, 4-18=-3330/874, 4-1 9=-33371874, 19-20=-3337/874, 5-20=-3337/874, 5-21 =-3337/874, 6-21=-3337/874, 6-22=-3337/874, 22-23=-3337/874, 7-23=-3337/874, 7-9=-14591493 BOT CHORD 12-26=-1187/4469, 26-27=-1187/4469, 27-28=- 1187/4469, 11-28=-1 187/4469, 11-29=-118714469, 29-30=-1187/4469, 30-31 =- 1187/4469, 10 -31 =- 118714469 BOT CHORD 12-26=-1187/4469, 26-27=- 1187/4469, 27-28=-1187/4469, 11-28=-118714469, 11 - 29=-1 187/4469, 29-30=-1187/ 4469, 30-31 =-1 187/4469, 10-31 =-1 187/ 4469 WEBS 2-12=-860/3357, 3-12=-496/,290, 4- 12=-1211/334, 4-1 1 =0/379, 4-1 0=- 1205/332, 6-1 0=-4951290, 7- 10=-867/3368 NOTES- 1) Wind: ASCE 7-10; Vult= I 50mph (3- second gust) Vasd=l 16mph; TCDL=5,0psf; BCDL=5.Opsf; h= 15ft, Cat. 11; Exp C, EncL, GCpi=O. 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOI_= 1.60 plate grip DOL= 1 . 60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10, 0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 13 and 463 lb uplift at joint 9. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 111 lb FT = 10% 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 7 lb up at 0-2-12, 80 lb down and 74 lb up at 2-0-12, 80 lb down and 74 lb up at 4-0-12, 80 lb down and 74 lb up at 6-0-12, 80 lb down and 74 lb up at 8-0-12, 80 lb down and 74 lb up at 10-0-12, 80 lb down and 74 lb UP at 11-1-12, 80 lb down and 74 lb up at 13-1-12, 80 lb down and 74 lb up at 15-1-12, 80 lb down and 74 lb up at 17-1-12, and 80 lb down and 74 lb up at 19-1-12, and 11 lb down and 7 Ila up at 20-11-12 on top chord, and 59 lb down at 2-0-12, 59 lb down at 4-0-12, 59 lb down at 6-0-12, 59 lb down at 8-0-12, 59 lb down at 10-0- 12, 59 lb down at 11-1-12, 59 lb down at 13-1-12, 59 lb down at 15-1-12, and 59 lb down at 17-1- 12, and 59 lb down at 19-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1,25 I Plate Increase=1.25 Uniform Loads (plf) Vert: 1- 2=-60, 2-7=-60, 7-8=-60, 9-13=-20 Concentrated Leads (lb) Vert: 14=-80(B) 15=-80(6) 16=-80(6) 17=-8f)(B) 18=-80(B) 19=-80(B) 20=-80(B) 21 =- 80(B) 22=-80(B) 23=-80(B) 247-52(B) 25=- 52(B) 26=-52((3) 27=,52(B) 28=-52(B) 29=- 52(B) 30=-52(B) 31 =-52(6) 32=-52(B) 33=- 52(B) 10083 W" q.tv_ 4451 SL 'Lude Blvd, c OpqWo IWA I kodi'mt, h1hoyl, 16,40110 f Aoh60y 1, IOMWIlij L tort 1 L 34946 Job Truss Truss Type WRCSU'KL FG1 FLAT GIRDER RYAN HOMES / SLIMMERLAND A0038686 I Roof Trusses, Fort Pierce, FL 34946, design((Da 1 truss. com 1-6-2 lay 18 2018 Pont: 8.210 s May 18 2018 MiTek Industries, Inc. ID ?sOQvilzBGko2hFpRYibzzzOpep-WaCMhRVg4CfFHEbVii 12- 1 -6 , 14,3-12 16-6-1 16,7,13 18-8-7 3x10 Dead Load Deft. = 9116 in 5X6 3X10 Uts Ix 10 M I AiM, M4 ZX4 11 JX4 JX4 5x6 18-10-3 2-6-1 4-8-7 6-10-12 9-1-9 10-7-4 12-0-11 14-3-12 16-6- 1 18-6-11 1 q-q'7 21-2-8 28- 1 2-2-5 2-2-5 1 2-2-13 1 1-5-11 5 1- 5-11 2-2-13 2-2-5 2-0-9 0-v12 2-4-5 0- i-Q Plate offsets (X,Y)-- 2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [4:0-3-8,0-1-8], 8:0-3-8,0-1-81, [10:0-340-1-81, (11:0-3-8,0-1-81, 14:0-3-8,6-1-,91, 15:0-3-8,0-1-81, [20:0-5-0,0-5-4], 21: 0-3-8,0-1-8], [22:0-3-8,0-1-81 LOADING ( pso SPACING- 2-0-0 CS11, DEFL. in (loc) Well L/d i PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.00 TC 086 Vert(LL) 0,29 18 867 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0,82 Vert(CT) 0.85 18 293 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0,72 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight: 238 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 2400F 2.OE WEBS 2x4 SP No.3 *Except' W1 i 2x6 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, REACTIONS. ( lb/size) 23 = 347710-7-4 (min. 0-1-8) 13 = 346710-7-4 (min. 0-1-8) Max Herz 23 = 39(LC 6) Max Uplift 23 = 93(LC 4) 13 143(1-C 5) Max Grav 23 = 3477(LC 1) 13 3467(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 23=-724/181, 1-24=-715/0, 2-24=-715/0, 2- 25=-6466/0, 3-25=-646610, 3- 4=- 11580/0, 4-5=- 1543310, 5- 6=-17176/0, 6-7=-17173/0, 7- 8=- 15188/0, 8-9=-11585/0, 9-10=- 11585/0, 10-26=-6442/0, 11-26-- 6442/0, 11-27=-714/0, 12-27=- 714/0, 12-13=-727/237 BOTCHORD 22- 23= 0/6466, 21-22=0/1 1580, 20-21= 0/15142, 19-20=0/17176, 18-19=0/17879, 17-18= 0/17879, 16-17=0/17173, 15-16= 0/15188, 14-15=0/1 1585, 13- 14=0/6442 WEBS 5-19=0/292, 7- 17= 0/298, 5-20=-1951/0, 2-23=-6218/0, 4-20= 0/927, 2-22=0/1901, 4-21 =-3873/0, 3-22=- 5562/0, 3-2 1 =0/1 562, Continued on page 2 WEBS 5- 1 9=0/292, 7- 17=0/298, 5-20=- 1951 /0, 2-23=-6218/0, 4-20= 0/927, 2-22=0/1 90 1, 4-21 = -3873/0, 3-22=- 5562/0, 3-21=0/1562, 11-13=- 6194/0, 7-16=-2158/0, 11-14= 0/1908, 8-16701838, 10-14=-5593/0,8-15=- 3918/0, 10- 1 5=0/1 599, 6-1 8=0/314, 6-19=-832/0, 6-17=-83410 NOTES- 1) 2- ply truss to be connected together with 1 Od 0,131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - I row at 0-4-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult= 150mph (3-second gust) Vas&1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left exposed, Lumber DOL"1,60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending, 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 23 and 143 lb uplift at joint 13. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 390 Ito down and 211 Ita up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb tip at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 Ita down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16-2-8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb Lip at 20-2-8, and 390 lb down and 265 Ito up at 20-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.0C Plate Increase=1.00 Uniform Loads ( pit) Vert: 1-12=- 170, 13-23=- 20 Concentrated Loads (lb) Vert: 1=-390 9=-208 12=- 390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=-1 34 26=-134 27=-65 2) Dead + 0,75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase= 1. 00 Uniform Loads (pin Vert: 1-12=-190, 13-23=-20 Concentrated Loads (lb) Vert: 1 =-324 9=- 181 12=-324 5=-246 7=-246 4=-246 3=-181 8=-246 6=-,246 24,--- 56 25=-116 26=-1 16 27=-56 14) Dead: Lumber Increase=0.90, Plate Increasez0, 90 Pit. metal=0.90 Uniform Loads (pif) Vert: 1-12=-170, 13- 23=-e0 Concentrated Loads (lb) Vert: 1=-127 9=-101 12=-127 5=- 140 7=-140 4=-140 3=-101 8=-140 6=-140 24=-27 25=-63 26=-63 27=-27 15) Dead + 0.75 Roof Live (bal.) + 0. 75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1,60, Plate Increase=1.60 Uniform Loads (plf) nWN ,0414,' An luny 1, lombo :U, ]'J 4 " 0 W*4 i, th WlVfly ON 1- U 1.4"t Nr' . 'coew 0 In or, u 4: nkI. k' 0.y4, .", R 1 0 'n -04 M .' toq ON'-, 4451 S(, i uct'. Blvd, F o,t a occ, F L 3,1946 A41hopyiA4401101, 4p, 04400 OM's immt io ooy totm,is pAboud tho,onhe -Heq pewwos 1mm A I Roof zt RYAN HOMES / SUMMERLAND - A00186862JobReferencefontionallF Job Truss 'TrussType WRCSUKL I FG1 FLAT GIRDER Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Harz: 1-23=31 Concentrated Loads (lb) Vert: 1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48 6= 48 24=13 25=42 26=42 27=13 16) Dead + 0,75 Roof Live (bal,) + 0,75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase= 11.60, Plate Increase=1,60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=-8 Concentrated Loads (lb) Vert: 1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48 6= 48 24= 13 25=42 26=42 27= 13 17) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=24 Concentrated Loads (lb) Vert: 1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48 6= 48 24= 13 25=42 26=42 27= 13 18) Dead + 0,75 Roof Live (bal.) + 035 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber lncrease=1.60, Plate lncrease=1,60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=-5 Concentrated Loads (lb) Vert: 1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48 6= 48 24=13 25=42 26=42 27=13 83. 210 s 1 May 18 2018 Print: 8.210 s May I y 18 20 11 18 MiTo k Industries, Inc.- Fri Jun 8 15: 1 36: 29 2018 Page ID:? sOQvllzBGko2hFpRYibzzzOpep-?faCMhRVg4CfFHEbVHA3LJUoSgEcKYOBqtWO z8j20 P 3 101" "-- w Nw 5m; ", 'Ow 1+ 1141, " '04 A 0 1, Im, "M "'r—wo, 0 1— t, f", Not, epKuE00ofW4, 4 1" ao" I, i onf'.") IT, o E, 80013 t. Wdc Blvd, 14A.' IN I zt400ment, m Off (com, p'oh'VW Aw tht -vvto pmwop 1;m A I Roof Apthony 1, lomloo 111. P f, Fart " You-1, it 3,4946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCS6KL FG2 FLOOR I I A0038687 At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Point: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15i36:30 2018 Page 1 ID:?sOQvllzF3Gko2hFpRYibzzzOpep-Ts8aZ1R7QNKWtQpo3?hluX13G4X?3?iK3XGy_Az8JZ? 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 1 -5-2 2-2-1 2-2-9 1-6-1 2-9-7 2-6-5 1 3x6 2x4 11 1.5x4 11 1,5x4 11 5X10 = 1 50 i1 2x4 11 1.5x4 H 3x6 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 t 1 2- 2-1 2-2-9 1-6-1 2-9-7 2-6-5 4- 01, [1210-3-8,0-1-8], [13.0-M,0441 4x4 11 LOADING ( pso SPACING- 2-0-0 CST. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0,05 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0,07 9-10 999 240 BCLL 0,0 Rep Stress Incr NO WB 0.76 i Horz(CT) 0,01 8 n/a n/a BCDL 5,0 Code FBC2017/TP12014 Matrix -MS Weight: 129 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No,2 WEBS 2x4 SP No.3 *Except' Wi: 2x6 SP No.2, W5i 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 14 = 1793/0-3-8 (min. 0-1-8) 8 = 228910-3-8 (min. 0-1-8) 11 5886/0-3-8 (min. 0-3-8) Max Grav 14 = 1809(LC 3) 8 = 2303(LC 4) 11 5886(LC 1) FORCES. ( lb) Max. Comp./Max, Ten, - All forces 250 (1h) or less except when shown. TOP CHORD 1- 14=-1520/0, 1-2=-2027/0,2-3=-2027/0, 3- 4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6- 7=-3139/0, 7-8=-1309/0 BOT CHORD 12- 13=0/2027, 12-15=-946/0, 11- 15=-946/0, 10-11=-946/0, 10- 16=0/3139, 9-16=0/3139, 9-17=01643, 8- 17=0/643 WEBS 1- 1 3=0/2272, 4-12=0/3175, 4-11 =-3997/0, 4- 10=0/4760, 5-10=-422/0, 6-9=0/282, 7- 9=0/2697 NOTES- 1) 2-ply truss to be connected together with 10d 0, 13 1"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means, 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 438 :b down at 1-3-12, 1438 lb down at 3-3-12, 1438 b down at 5-3-12, 1438 lb down at 7-3-12, and 1438 lb down at 9-3-12, and 1438 In down at 10-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Incroaso=1.00 Uniform Loads (pit) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 13=-1438(6) 12=-1438(B) 10=-1438(B) 15=- 1438(B) 16=-1438(B) 17=-1438(6) W- 4 [gym w'JWkwWv- F ,-,1 tol- -:oo , w U, " t'W.It Out -94 k , T 0, !,?- It -1 to .1100 0., ON p*utoo "V.141101 + N olf llf" lj Njflvl'i N IN "0, 4, rt I vvwtw,,vk*,, W' Omi 5DW two". 0 0, ""', 0oA,!]0.*,ja 4" Afto,aof -; .0 4451 t I uOt blvd. FoO gill(?, 11 j4946 b1hoyl, 1.obo Ill. P1 ottol 4m'toony lom,lti PrAbdd aohovtht -"e. P,,vwoo hoot A I tool I'"", I ", " Job WRCSUKL I FG3 I Flat Girder Q ty ply RYAN HOMES / SUMMERLAND 1 AOOS8688 Pierce, FL 34946,design@a1truss.com am 1-6-8 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Paget 2hFpRYibzzzOpep-Ts8aZ1 R7QNKWtQpo3?hluX14L4hP37RK3XGy__Az8JZ? 7- 9-8 10-1-0 2- 3-8 3X6 3x8 3x6 5- 9-12 LOADING ( psf) j SPACING- 2-0-0 CSI. i DEFL. in Ioc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,00 TC 0.41 Vert(LL) 0,01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0,02 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* WI: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. ( lb/size) 10 1029/0-7-4 (min, 0-1-8) 7 156310-3-8 (min. 0-1-8) 9 = 257510-3-8 (min, 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 293(LC 4) 7 215(LC 5) 9 226(LC 5) Max Grav 10 1029(LC 1) 7 = 1563(LC 1) 9 = 2575(-C 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1- 10=-907/286,2-12=-112/947, 12-13=- 112/947, 3-13=- 112/947, 3-14=-1 12/947,4-14=-1 12/947, 4-15=-540/ 140, 5-15=-540/140, 5-16=-326/ 47, 6-16=-326/47, 6-7=-833/ 138 BOT CHORD 9- 10=-67/ 633, 8-9=-140/540, 7-8=-286/ 1815 WEBS 3-9=- 939/ 90, 4-9=- 1741/145, 4-8=-80/588, 2-10=-535/ 67, 2-9=-1404/196, 5-8=-1410/ 269,5-7=-16351271 Continued on page 2 NOTES- 1) 2- ply truss to be connected together with 10d 0. 1 31" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16rinph; TCDL=5.Opsf; BCDL=5.Opsf,, h=25ft-, Cat. 11; Exp C; Encl,, GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL= 1.60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 10, 215 lb uplift at joint 7 and 226 lb uplift at joint 9. 8) Load case( s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1- 0-0, 134 In down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 In down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 113 lb FT = 10% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 I Plate Increase= 11.00 Uniform Loads (plf) Vert: 1-1 3=-420(Bm-250), 6-13=-1 70, 7-1 0=-20 Concentrated Loads (lb) Vert: 1 =-390 11 =-65 12=- 134 14-208 15=-282 16=-1442 2) Dead + 0, 75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1, 00, Plate Increase=1.00 Uniform Leads (plf) Vert: 1-13=- 409(B=-219), 6-13=-190, 7-10=-20 Concentrated Loads (lb) Vert: 1 =-324 11 =-56 12=-1 16 14=-181 15,---246 16=-1261 14) Dead: Lumber Increase=0,90, Plate Increase=0,90 Pit. metal=O, qO Uniform Loads (plf) Vert: 1-13=- 295(B=-125), 6-13=-170,7-10=-20 Concentrated Loads (lb) Vert: 1=-127 111=-27 12---63 14=-101 15=-140 16=-717 15) Dead + 0. 75 Roof Live (bal,) + 0.75 Attic Floor + 0.75(0. 6 MWFRS Wind (Neg. Int) Left): Lumber Increase=11.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-1 3=-440(B=-315), 6-13=-125, 7-1 0=-20 Herz: 1-10=31 Concentrated Loads (lb) Vert: 1 =80 11 = 13 12=42 14=83 15=48 16= 189 16) Dead + 0.75 Roof Live (bal.) + 075 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=11.60, Plate Increase=1,60 Uniform Loads (plf) Vert: 1-1 3=- 367(B=-242), 6-13=- 125, 7-1 0=-20 Herz: 1-10=-8 Concentrated Loads (lb) Vert: 1 =80 1 1 = 13 12=42 14=83 15=48 16= 189 17) Dead + 0.75 Roof Live (bal.) + 075 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-419( B=-294),6-13=-125, 7-10=-20 Herz: 1-10=24 Concentrated Leads (lb) Vert: 1 =80 11 = 13 12=42 14=83 15=48 16= 189 t,,TRJM"'I ',,I I R-, 6ll% Y,N ktql,--a, N, 1- ,. I, o.,41fooN 1-4.y 1 td.— A., It 4451 Y L une Blvd, Fort Ple,(e, fl- 4946 oppJhl c 7016 A I Roof Imm Truss Truss Type Uty Ply RYAN HOMES I SUMMERLAND FG3 Flat Girder 1 2 A0038688 truss.com Run: 83.210 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-Ts8aZ1R7QNKWtQpo3?hluX14L4h LOAD CASE(S) Standard 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase= 1,60, Plate Increase= 1.60 Uniform Loads (ptf) Vert: 1-13=-367(B=-242), 6-13=-125, 7-10-20 Florz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 1. '.' I UP Qxlk rtW 4 1- I'A' hor po—oo' €C'A wI., I owk Start i Id- %wn -, 41r IdN1 Asa, U 'el WI —oof' e M, ' A IIe IN t"-14 1; 0', "o .. TW'pt;'Vmo NMI"oo .11 IN 'o' aA' M I .4malll An'hcmy L. Tm o'E, PA it ... r—wilo 9 S' —"s 1-0.;'l it, twc, W'"' N'.40' 0 litIr, 1"t" M *'I",o k"4 9 4, W 1, q 1. 40 sat0 v 11,p 'A'40. M 1, 4-0 wl gvo zj 'N"'Wo p— ?4- 4451 ',t. i-one Bi,d, Vwt 'P'eim FL 14946 ts Aft1h6'VIAmbolli ? I, Ropmocion ofth" .6"111tot -"'A foww.fifiom A I Roof IwI" WRCSUKL I FI-01 I Floor Al Roof Trusses, Fort Pierce, FL 34446, 6esign@al truss com 4x8 2 3 aty Ply RYAN HOMES/ SUMMERLAND 1 A003A689 Job Reference (optional) Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc Fri Jun 8 15:36:31 2018 Page ID:?sOQvilzBGko2tiFpRYibz,zzOpep-x2iynNSIBhSNVaQ-ciCXQkZApTveoR?UIB?VWqz8J, 1-8-0 If 1-10-8 1-8-0 3x4 = 3x6 FP = 3x4 4 5 6 7 8 Ej 01`1 -8 Dead Load Dell, = 3/16 in 4x8 10 11 2 3x6 4x8 3x 12 MT20HS FP 3x4 4x8 3x6 1.5x4 SP 30 21-2-8 21-2-8 Plate Offsets (X,Y)-- [1: Edge,0-0- 12], [2:0-3-8,Edge], [4:0-1-12, Edge], [8:0-1-12,Edge], [10:0-3-8, Edge],[ 13:0-3-0, Edge], [1 4:0-1-8,Edgel, [15:0-1 -8, Edge], (1 7:0-3-8,Edgel, 19:0-1-8,0-0-12L[21:0-1-8,0-0-121 LOADING (pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.74 Vert(LL) 0.43 14-15 585 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WEI 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5,0 Code FBC2017fTP12014 Matrix-S Weight: 104 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 1146/0-7-4 (min.0-1-8) 18 1146/0-7-4 (min. 0-1-8) Max Grav 12 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0, 5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-9=-3713/0, 9-10=-3713/0 BOT CHORD 17-18=0/2162, 16-17=0/4610, 15-16=0/4610, 14-15=0/4902, 13-14=0/4613, 12-13=0/2163 WEBS 10-1 2=-2391/0, 2-18=-2391/0, 10-13=0/1 714, 2-17=0/1 717, 9-13=-252/0, 3-17=-255i0, 8-13=-995/0, 4 -17=-990/0, 8-14=-106/727, 4-15=-1081733, 5-15=-315/10, 6-14=-311 /10 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0, 131 X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 1- 1 CIO 'Aw ow-, 104 retie IUQ. wi 50-' h.I o T 100 IF-!, ' -v- a w p An-d 'q "4-440y W41 N 1. op'W " Ik' In, .1, 'At, T I An'licony 11 Tomo U!, df, 4451 St, Ludc Blvd. 10 0- "*" f4- 40'j ,pierce, IL hpw6aw of $- Mgntm 41Y fum"pf*hila rr'Ihoql tht -Ile. pe'.Issm ho. A I Rot N'Iel Ply I RYAN HOMES / SUMMERLAND WRCSUKL FL02 Floor m --Rw trusses, Fort Pierce, FL 34946, design@a1tr6ss.c6M 0-1-8 M 2-6-0 1 I i_ I Job Reference (optional) i s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1 Di?sOQvilzBGko2hFpRYibzzzOpep-PEGK_iTNy?aD6kzAAQimzy6K1tD?XuKdWr1323z8JYz 1 2-5-0 11 1-8-0 1 Dead Load Dart. = 118 in 2 ti 3x6 3X8 3x4 3x8 M T20HS FP 300 -- 4x8 5X6 21-2-8 19-11-8 Plate Offsets (x,y)-- [1:Edge,0-0-12], 14:0-1-8, Edge], [6:0-1-12,Edge], t9:0-3-8,Edgel, [12:Edge,0-1-8]j13:0-3-0, Edge], [14:0-2-8,Edge], [16:0-1-8,Edge], [18:0-3-12,Edge], 20:0-1-8,0-0-12], [22:0-1-8,0-0-12] , [23:0-1-8,0-0-12] LOADING (psf) I SPACING- 2-0-0 CS1. TCLL 40A Plate Grip DOL 1.00 TC 0,78 TCDL 10.0 Lumber DOL 1.00 BC 0,96 BCLL 0-0 Rep Stress Incr NO WB 0,81 BCDL 5.0 Code FBC2017ITP12014 I Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 13 = 233510-3-8 (min. 0-1-8) 19 = 102710-7-4 (min, 0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-106610, 22-23=-1066/0, 11-23=-106610, 2-3=-3302/0, 3-4=-3302/0, 4-5=-4104/ 0, 5-6=-4104/0, 6-7=-3067/0, 7-8=-3067/ 0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18- 19=0/ 1963, 17-18=0/4104, 16-17=0/ 4104, 15-16=0/3894, 14-15=0/ 3894,13-14=0/1578, 12-13=-91710 WEBS 10- 1 3=- 128810, 2-19=-2171 /0, 2-18=0/ 1 480, 3-18=-301/43, 4-18=- 1130/0, 9-13=-2353/ 0, 9-14=0/1 706, 7-14=-26 1 /0, 6-14=-976/ 0, 5-16=-296/0, 10-12=0/1 388, 6-16=-107/ 712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1,5x4 MT20 unless otherwise indicated. DEFL. in floc) Ildefl L/d PLATES GRIP Vert(LL) -0. 48 14-16 >490 360 MT20 244/190 Vert(CT) -0. 57 14-16 >413 240 MT20HS 187/143 tAorz(CT) 0. 08 13 n/a n/a Weight: 106 lb FT = 101%F, 10%E 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached JQ walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1,00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=- 10, 1-11=-100 Concentrated Loads (lb) Vert: 11 =- 1070 W-t 'I I rl@W" (I WAI, 11A 4 'WTO) III! X.`A IT; ilklc C ?,XIIrkf' I., "I'," "I '11.1 T z Ut,fIot," t aoa.. Al it St:. Lade 51vd lefce, FL 344I6 Job Truss Truss type Qty WRCSUKL FL03 Floor 5 At Roof -trusses, Fort Pierce, FL 34946, design @altruss.corn - Run: 83.210 s 1 May 18 2018 Print:' ID:?s0QvIIzB 0-1-8 lil 2-61-0 1 1 2-0-12 11 2-0-0 4x8 3x4 3x4 3x6 FP RYAN HOMES/ SUMMERLAND A0038691 Job Reference (optional) s May 18 2018 MiTek industries, Inc, Fri Jun 8 15'36:32 2018 Pagel FpRYibzzzOpep-PEGK_iTNy?aD6kzAAQjmzy6KrtGzXtxdWrl32,.3z8JYz 2-0-0 1-11-4 II 1-3-0 Dead Load Deli. = 118 in 4x10 3x3 11 3X4 3x3 3x6 3x8 3x4 4x8 3x6 FP = 400 3x6 19-11-4 Plate Offsets (x,y)-- 1 I:Edge,0-6-12], [4:0-1-8,Edge], [6:0-1-12, 1 Edge], [111:0-1 -8 26:0-1-8,0-0-12] LOADING (psf) I SPACING- 2-0-0 CSL TCLL 40.0 Plate Grip DOL 1.00 TIC 039 TCDL 10.0 Lumber DOL 1,00 BC 0,77 BCLL 0.0 Rep Stress Incr YES WB 0.84 BCDL 5.0 i Code FBC2017fTP12014 Matrix-5 LUMBER - TOP CHORD 2x4 SP No-2(flat) *Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except* B I : 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (Ib/size) 23 100710-7-4 (min, 0-1-8) 14 = 36/0-3-8 (min. 0-1-8) 17 1749/0-3-8 (min. 0-1-8) Max Uplift 14 =-163(LC 3) Max Grav 23 1015(LC 10) 14 208(LC 4) 17 1749(LC 1) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0, 5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0, 8-9=-2642/0, 9-1 0=0/1 297, 10-11 =0/1 295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-19=0/1 080, 17-18=0/1 080, 16-17=-426/137, 15-16=A26/137, 14-15=A26/137 WEBS 2-23=-2086/0, 2-22=0/1 401, 3-22=-294/16, 4-22=-963/0, 9-17=-243410, 9-19=0/1 759, 8-19=-253/0, 6-19=-1027/0, 12-14=-174/564, 11-17=-1163/0, 6-20=- 2/694 NOTES- ca 260 5- 9- 12 17:0- 4-8,Edgel, [19:0-2-12,Edge], 20:0-1-8,Fdge], [22:0-3-8, Edge], [24b-1-8,0-0-121, DEFL. in ( loc) I/def! L/d PLATES GRIP Vert(ILL) 0.38 19-20 631 360 MT20 244/190 Vert(CT) 0.51 19-20 462 240 Horz(CT) 0.07 17 n/a n1a Weight: 128 In FT,- 10%F, 10%E 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1,5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 14, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d 0,131" X3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards, LOAD CASE( S) Standard AnIhony TI T"InbD III, P Wlit;e , 0, t, 0 tan r- 11 ft-3 t?'l Is t4 I, xlat4 k fta et, .0 M 1 1, "s"', 't le, V W .7 I"N dt Jwlee k"Ne sat; .0 k.eI M 4411 St. LadeBlvd. opolhO020144 ikoalmsts AittIQeyl 104011 PI, 4PIrFoomott of Ikq h-wAt"n fDm, p*eq,d stheul the -ree pewt- 1- A 190411,qw Aetmp,l l, 1-bitlli,pFodI-L 349, 16 Job, Truss j Truss Type WRCSUKL FL04 Floor 1 Roof Trusses, Fort Pierce, FL 34946, design@a1 truss com 4 q 3 1.5x4 11 1 5x4 := 34 Run: 83.210 s 1 May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-tRgjB2U?j li4kuYNk7E? W9ft/kHesGR8mlVUcaVz8JYy 1-3-0 I 1_5x4 it 30 -- 1-8-0 1.5x4 11 3x6 --- 0i1(8 1.5x4 11 1.5x4 - 3x4 --- 3x6 -- 1.5x4 H 3x6 --- 13-5-0 13-5-0 Plate Offsets (X,Y)-- [1:Edge,0-0-12[, [2:0-2-12,Edge), [6-0-2-12,Edge], [9:0-1-8,Edge]. [13:0-1-8,0-0-12], [15:0-1-8,0-0-121- LOADING(psf) j SPACING- 2-0-0 I CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 40.0 i Plato Grip DOL 1 00 TC 0.78 Vert(LL) 0,17 10-11 911 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0 22 10-11 717 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix S i iWeight. 67 lb FT = 10°loF, 10°!QE LUMBER - TOP CHORD 2x4 SP 1\10.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 - 714/0-3-8 (min. 0-1-8) 12 - 721/0-7-4 (min. 0-1-8) Max Grav 8 - 714(1-C 1) 12 - 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-191410, 3-4=-1914/0, 4-5=-1854/0, 5-6=-1854/0 BOT CHORD 11-12=011270, 10-11=0/1854, 9-10=0/1854, 8-9=0/ 1294 WEBS 2-12=- 1404/ 0, 2-11=0/713, 3-11=-275/2, 4-11=-266/ 260, 6-8=- 141810, 6-9=0/763, 5-9=-297/ 0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Wdgtl—u" IMI -'. I*%IC FVMt s":t,UrlPVIAti:klSfl„1<TaRC%C7cifi!`§lT,tx,ef„&Z L;%FA las h+tjknp k+adMs e4,4letstAkk!ai#M¢4 1 itt,dl4e AkMtrt tvR3ti f'.. telxxtte ltrr s+an are. fides:fit+nr ugdreheiM. asy '41"B—:VI' NBSe.0W1,WisaMil.kft,..5o.p,e;mn a 4s..0 4#—;1ku0ee®*DPM R4$1"'k s:a}tl ftd ee nsfwa.r-4e,M1 4A6 ; +hony 7. Fombo.1:,.L d egdai^ ua,Mtkyi, i 1 +Mmdikl r me ze,':e+,<siude mwt4eFaMa ga w;xn dikNt.h +S: 14 iwx>+a w ssstni i qr: re 4,4 10,41, dl di1x.. s,xt,•rlkaAasg•m:ga x xia+aastrrc > sry..p udsnd 3008 i94 FY QRy t4 tf WCi'WIMit ii: Wk f 's 1W NEX Ni of .1- A'40ike GFti#f { 461tlN .A'iNl M rN 4k Y ss ri SitA k^'Fi t'(t ki'IM? k2 iktln t' 4451 St, Lude BNd, a4e<auiArslka`na xit a} mri+mnxea>iel Mr df prex u./sH. On?nxs rs• 42#uet<is FZi Yet to 4a14s, pue, I e,Si'cs»y+em dsya*rlky kli ssas ras rts xs letnN salts }. Foit P,oere, FL 34446 tapy igptt 12Rl6 A t Roct tsusscsdnt@any t. Cumba lll, P.E. t¢@rod+ttiort of ki59omment, isaapfw n, ispro4iblmrf xflhcut@t wditen imssiaa hags k-12oei Eeesseshat6unr Ctam6o 3l4, P.t. Job Truss Truss Type'- WRCSUKL FL05G FLOOR GIRDER At Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss. cam Run: 83.210 s 0-1-8 AIA , SUMMERLAND A0038693 8 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Paged ID:?sOQvllzBGko2hFpRYibzzzOpep-tRqiB2U?iii4kuYNk7E?W9fedHi2GSMmIVUca)/z8jYy 4x4 4x4 Plate Offsets LOADING (pso SPACING- 14-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 021 TCDL 10,0 Lumber DOL 1.00 BC 0,40 BCLL 0.0 Rep Stress tncr NO WEI 0.38 BCDL 5.0 Code FBC2017n,PI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1177/0-7-4 (min.0-1-8) 5 1175[Mechanical Max Grav 8 1177(LC 1) 5 = 1175(LC 4) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3=- 1175/0 BOT CHORD 7-8=0/1 175, 6-7=0/1 175, 5-6=0/1 175 WEBS 2-8=-1644/0, 3-5=-1644/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-47--67 Concentrated Loads (lb) Vert: 2=-1032 3=-1028 DEFL. in (loc) I/deg L/d Vert( LL) -0.01 6-7 >999 360 Vert( CT) -0,02 6-7 >999 240 Horz( CT) 0,01 5 n/a n1a PLATES GRIP MT20 244/190 Weight: 21 lb FT = 10%F, 10%E 1 41 1' Vw . A , 1 1,,* W P. t 1, ' 44 W t,,t' 4.,q, 0 kp"W t' %"l M ; 1 0q, 'A't .1"'- 19An, Ox)ny T. Tombo 117, P.F. 80083 1111M. 0, 1M.", fe-4 N i.1V "'d W-1011 st 44-, k.1,010f, RW It a'w h1boy I. Tombo III It i Jet) I russ I russ I ype Qty Ply I RYAN HOMES / SUMMERLAND WRCS6KL FL06GE Floor Supported Gable 1 1 A0038694 1 11 - Job Reference (optional) Al Roof Trusses, Fart Pierce, FL 34946, design@altruss.com Run: 83,210 s I May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:34 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-LdN5POUeUcqxM27ZIrIE2NBrQh8O?-Ow-9E96XZBJYx 0-11-8 011-8 U3 3A FP 1 2 3 4 5 6 7 8 9 3x3 10 11 12 13 14 is 16 17 18 19 m 91 ci ca 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x3 3x6 FP 3x3 24-7-0 24-7-0 Plate Offsets (X,Y)-- [1:Edlge0-0-121,t43:0-1-8,0-0-12],145:0-1-8,0-0-121 LOADING (pso SPACING- 2-0-0 CSL DEFL, in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.08 1 VeFt(LL.) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 22 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight, 111 lb FT = 1 O%F, 1 O%E LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(ffat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. 1h) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (1b) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottorn chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e_ diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 13 1 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard AiIftf'y 1E, P.E. 4451 St ullo" N'd Pi(wp, q, 41)46 lgoll-wi Whn t -tvffl'p t Wboyl I-Wil pi. zt ' " J WRCSUKL FL07 Al Roof Trusses, Fort Pierce, FL 0-1-8 2-16-10 4x8 Floorsstype Uty Ply RYAN HOMES / SUMMERLAND ' 7 A0018695 Job, Reference (optional) asign@attruss.com Run: 83,210 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:3.5 2018 Page'l ID :?soQvilzBGko2hFpRYibzzzOpep-ppxTckVGFwzozChIrYGUbakyP5J2kKt3Doziegz8JYw 2-0-0 1 P-81 0- A-8 Dead Load Defl. ® 3116 in 5X8 34 11 3X6 H 3x6 FP 5X8 = 3x6 !I 3x6 11 4xI0 06 010 3x 12 MT20HS FP 3x6 3X6 400 4x8 U6 WB viate urtsets (x,y)-- ti:Lrjge,u-o-12j, [2:0-3-12,Ldgej, p 27:0-1--8,0-0-12] LOADING (pso SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10,0 Lumber DOL 1.00 BCLL 0,0 Rep Stress Inor YES BCDL 5.0 i Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP 240OF 2,01E(flat) BOT CHORD 2x4 SP 240OF 2,OE(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No-3(fiat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 24 1335/0-7-4 (min. 0-1-8) 16 = 1329/0-3-8 (min, 0-1-8) Max Grav 24 1335(LC 1) 16 1329(LC 1) FORCES, (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445010, 3-4=-4462/0, 4-5----4454/0, 5-6=-6936/0, 6-7=-6936/0, 7-8=-6971/0, 8-9=-6948/0, 9-10=-6948/0, 10-11=-6948/0, 11-12=-4494/0, 12-13=-4502/0, 13-14=-4490/0 BOT CHORD 23-24=0/2568, 22-23=0/5969, 21-22=0/5969, 20-21 =0/6971, 19-20=0/6971, 18-19=0/6971, 17-18=0/5994, 16-17=0/2622 WEBS 2-24=-2839/0, 2-23=0/2091, 5-23=-1644/0, 14-16=-2880/0, 14-17=0/2077, 11-17=-1627/0, 11-18=0/1045, 9-18=-553/141, 5-21=0/1059, 6-21 =-546/147, 7-21 =-706/512, 8-18=-693/526 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1-5x4 MT20 unless otherwise indicated. 2)6 24-7-0 24-7-0 Age], [11:0-4-0,Edge], [16:Edge,0-1-8j,[18:0-2-0, Edge), 21:0-2-8, Edge], [24:Edge-16--1-8-],-[25:0-1-8,0-0-12], CS1. DEFL, in floc) I/defl L/d PLATES GRIP TC 0.32 i Vert(LL) 0.55 19-20 533 360 MT20 244/190 BC 0.69 Vert(CT) 0.75 19-20 387 240 MT20HS 187/143 WB 0.50 Horz(CT) 0.13 16 n/a n1a Matrix S I Weight: 155 lb FT = 1 O%F, 1 O%E 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0,131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard W" Hera sk-+i . ...... 1'41 URMl lit" (Nu, iii4i ciAs*aaaee EN"IA Wrolk 1., 11-t,,V 14ttv TO .1, ,,* TK I '*e,p -rw, 0011 1* 11 lilt Re T)D 1, 0 ks, 00 T t.11, M '1-=0 1, IN N 9 t. 104, NW. 9 011 V V, W $1 11,k"tn 0, W V i 1, A !l, '0 4 40 0 1464 1,A ,I o.ftk4rNegat4s, k0" 3" V, " t "t .4 r"- 0 V.404 (.,- 01,u t04*6 1 W TA , d-0 t P., it I :'-'W'V- W e 1, 1 q- r'- VaA 4451 5t. W(ie Blvd, 110 Fort Pierce, ft 3, 1946 I IWRCS6KL 0-1-8 2-1670, l.5x4 11 1,5x4 1.5x4 FL08 I FLOOR e, , FL 34946, design@altruss.rom - iQty Ply Ii 1 RYAN HOMES/ SUMMERLAND A00386961 1 6 1 Job Reference (optional) Run: M.21 0 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek , Industries, Ina Fri Jun 815.36:352018 Pagel ID:?sOQvIlzBGko2hFpRYibzzzOpep-ppxTckVGFwzozCh[rYGUbak_m5MYkIG3DozieOz8JYw 1-8-0 13 2-0-12 1-8-0 4x6 H 3x6 FP 3x6 FP 5X10 5X8 4x6 11 5X8 Dead Load Dell. = 3/16 in 5X10 = U3 H 28 27 26 25 24 23 22 21 20 19 18 17 4x8 5x12 3x8 MT20HS FP 5x8 = 3x12 MT20HS FP-: 5x12 4x8 5X8 7_ 26-7-12 26-7-12 Plate Offsets (X,Y)-- 1:Edge,0-0-12], [3:0-5-0,Edge], [5:0-4-6,Edge], [8:0-3-0,Edge], 9:0-3-0,Edgel, [12:64-d'Edge], [1 4:M-0, Edge], [17:Edge,0-1-81, (19:0-6-0,Edge], 20:0-4-0, Edge], L22:0-3-0-,0-0-01, t24:0-1-0,Edge], [26:0-6-0, Edge], [28:Edge,0-1-8], 129:0-1-8,0-0-121,[30:0-1-8,0-0-121 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.56 22-23 >562 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC OA6 Vert(CT) -0.77 22-23 >409 240 1 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(CT) 0. 12 17 n1a n/a BCDL 5.0 Code FBC2017fTP121014 Matrix-S Weight: 205 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP 240OF ZOE(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc, purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 28 144810-7-4 (min. 0-1-8) 17 1448/Mechanical Max Grav 28 1448(LC 1) 17 1448(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-5351/0, 4-5=-5373/0, 5-6=-8339/0, 6-7=-8339/0, 7-8=-833910, 8-9=-8669/0, 9-1 0=-8360/0, 10-11 =-8360/0, 11-12=-8360/0, 12-13=-5418/0, 13-14=-5395/0 BOT CHORD 27-28=0/3019, 26-27=013015, 25-26=Of7l97, 24-25=0/7197, 23-24=018669, 22-23=0/8669, 21-22=0/8669, 20-21=0/8669, 19-20=0/7230, 18-19=0/3079, 17-18=013084 WEBS 14-17=-3361/0, 3-28=-3302/0, 14-19=0/2529, 3-26=0/2551, 12-19e-1957/0, 5-26=-1969/0, 12-20=0/1228, 5-24=0/1240, 10-20=-297/69, 6-24=-295/71, 9-20=-994/353, 8-24=-1010/336 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated, 4) Refer to girder(s) for truss to truss connections. 5) Required 2x6 stronghacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard U'i Nol tAw, ,,k'O km*,, li.Illp t W11.6411 119 W! If 1_011 ftqil-dvl KNh 10 k, I 11"i q V- I Wll Anthonil, Tom!L 80083 4451 St Uuie [31A 0 Ie, F"W TA t"', klbi, y 1 1..6 111, PJ, Rep"do'. 0 d-11PI vI ki. POMW A-I It, -V, f- A I bd L, .... 1 k4A III P I WRCSUKL FL09G FLOOR Al Roof trusses, Fort Pierce, FL 34946, design galtruss.com Run: 63.210 s 1 May 18 2018 Print: E ID:?s0QvIIzBGko 0-1-8 111 2-6-0 2-0-0 2-1-12 3x3 11 5x6 5X6 3x6 FP 3x6 FP 1 1-4 RYAN HOMES/ SLI Jo - b Reference (optional) s May 18 2018 MiTek Inclumi-i RYibzzzOpep-I-IOVrq4WuOD5 1 1-3-0 MSH422 AERLAND A0038697 Inc. Fri Jun 8 15:36:36 2618 Pacic Dead Load Dell, = 114 in 24 23 22 21 20 19 18 17 16 15 5X8 5x12 3x 12 MT20HS FP 3x8 MT20HS FP 6x12 5X10 1,5x4 SP 1.5x4 SP 5Xlo SX8 X! Plate Offsets (X,Y)-- (2:0-5-0,Edge1, [4:0-4-0,Edge1, (7:0-1-8,Edgel, [8:0-1-8,Edge], (11 1:0-2-8,Edge], 15 Edge,0-3-01, [17:0-4-0 23 0-6-0,,Edge],,t24:Edge,0-13-01, t25:0-1-8,0-0-121 LOADING (pso SPACING- 1-4-0 CSL DEFL. in floc) I/den LtdTCLL40,0 1 Plate Grip DOL 1.00 TU U.4,) Vert(LL) 0.61 17-19 519 360TCDL10.0 Lumber DOL 1.00 BC 0,67I Vert(CT) 484 17-19 376 240BCLL0.0 I Rep Stress Incr NO WB 0.89 Horz(CT) 0,10 15 n1a n/aBCDL5,0 1 Code FBC2017rrP[2014 Matrix-S LUMBER - TOP CHORD 2x4 SP 2400F 2.0E(fat) BOT CHORD 2x4 SP 2400F 2,0E(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 or; bracing. REACTIONS. (lb/size) 24 1245/0-7-4 (min. 0-1-8) 15 = 1817/Mechanical Max Grav 24 = 1245(LC 1) 15 1817(LC 1) 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0,131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Use USP MSH422 (With I Od nails into Girder& I Od nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (I ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down, 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten, - All forces 250 (lb) or less except Standard when shown. 1) Dead + Floor Live (balanced): Lumber TOP CHORD Increase=1,00, Plate lncrease=1,00 2-3=-4934/0, 3-4=-4950/0, 4-5=-8106/0, Uniform Loads (plf) 5-6=-8106/0, 6-7=-8106/0, 7-8=-9237/0, Vert: 15-24=-7, 1-14z-67 8-9=-9726/0, 9-10=-9726/0, Concentrated Loads (lb) 10- 11 =-9726/0, 11-12=-7559/0, Vert: 11 =-1 131 (F) 12-13=-753810 BOTCHORD 23- 24= 0/2722, 22-23=0/6774, 21-22= 0/9237, 20-21 =0/9237, 19-20= 0/9237, 18-19=0/9237, 17-18= 0/9237, 16-17=0/9356, 15-16= 0/4142 WEBS 13- 15=- 4481/0, 2-24=-2955/0, 13-16= 0/3721, 2-23=0/24117, 11-16=- 2241/0, 4-23=-1969/0, 11-17= 0/402,4-22=0/1446, 10-17=-328/0, 8-17= 0/1 132, 7-22=- 172010, 7-2070/342, 8-19=- 28210 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated, 4) Refer to girder(s) for truss to truss connections PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 222 lb FT = 10%F, 10%E 4-C! tre pasTi? N ¢ £' as ! W ; m£ wo0 r 4-Wat 4451 St, W ie F,11,1 p"qhl C 7W A I Rol 6"t Aob' I lmhflfi P t' 6pAw'a 06od""We' moyllwM r'*Wed w4.11At -TW P-A'w"4- A I 40f irue,rs Who, I T-ho 01 ?1 FoPi(-,, H 34946 1 Job Truss - Type Qty Ply HOMES / SOMMIERLANDItruss A0038698JobWRCS6KLFL10Floor21 RYAN I Reference (optional) Al Roof trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 1.5 36:37 2018 Page 1 10:?sOQvilzBGko2hFpRYibzzzOpep-mC3DI QXWnXDWDVr8z-z.Jyg?pAWuwqCARM96SqjGz8JYu 0-1-8 2-6-0 1 1 1-30 11 -270--8- - 2-270 1 1 1-3-0 1 -4fi Dead Load Defl. 3/16 in I.5x4 I I 3x4 1.5x4 4x8 - 1.5x4 H 3x6 FP I .5x4 11 3x4 t5x4 11 3XI0 3y6 H 6x6 0 1 2 3 T1 4 5 6 7 8 9 10 11 12 T211 T 22 21 R1 I 3X6 19 3x8 18 17 16 Is 14 13 3x6 1.5x4 11 3x6 3x8 MT20HS FP 4x8 11-9-0 Plate Offsets (X,Y)-- [1 -Edge,0-0-1 217 [2:0-3-12, Edge], [, LOADING (psf) SPACING- 2-0-0 TCLL 40.O Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1,00 BCLL 0.0 Rep Stress Incr YES BCDL 5,0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP 2400F 2.01E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 82: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS, (lb/size) 12 109410-3-8 (min. 0-1-8) 20 1094/0-7-4 (min. 0-1-8) Max Grav 12 1094(LC 1) 20 1094(LC 1) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-3490/0, 3-4=-349010, 4-5=-4568/0, 5-6=-4568/0, 6-7=-4568/0, 7-8=-4080/0, 8-9=-4080/0, 9-10=-1 196/0, 10-11 =-1 10810, 11-12=-1196/0 BOT CHORD 19- 20=012054, 18-19=0/4295, 17- 18=0/4080,16-17=0/4080, 15- 16=0/2840,14-15=012840 WEBS 12- 14=0/1588, 2-20=-2271/0, 11- 14=-251/0, 2-19=0/1588, 9-14=-181710, 9- 16=0/1 475, 4-19=-890/0, 8-16=-490/0, 4- 18=0/405, 6-18=-424/0, 7-18=-1 45/890, 7- 17=-334/0 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (OA31" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CS1. DEFL- in (loc) I/defl L/d TC 0.86 Vert(I-L) -0.45 17-18 525 360 BC 0.99 Vert(CT) -0.62 17-18 387 240 WB 0.76 Horz(CT) 0-03 12 n/a n/a Matrix- S 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in, 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 lb FT = 10%F, 10%E i1 wo"'w ...... Ad" W001VIR 31'9tW%Wk"w 80083 445! St, tude, 614d, 4—" Mao kr ':'#V q'd ..... .. h4 if al 'W," t—j rM I ,,, N't'p hf— 3 ICT ,x iul.;i vhq'n " 1" S iw" nf."' V W of N X4, H"'t " IN I opfoght( C' 2016A I kodlmw Whoyl,19M0111,1`1 I Reoil,mes WhopylJo.W11,PA, Job 11 1 11 111 Truss - - ---- WRCSUKL FL11GE Al Root Trusses, Fort Pierce, FL 349, 0 1 1 1-8 IFloor Supported Gable 11 truss com Run 83,210 s 1 May 18 26 , 1 ID:?s0QVII2 RYAN HOMES/ SUMMERLANb A0038699 Job Reference (optional) s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:31317 2018 Paged ibzzzOpep-mC3DlQXWnXDWDVr8zzJyg?pMXu94CLkMg6Sqi z8JYu 01111-8 U6 FP 3x3 2 3 Tl 4 5 6 7 8 9 10 11 T2 12 13 14 15 16 17 3 14 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 U6 FP U3 Plate Offsets (X,Y)-- [1:Eage,0-0-121,[35:0-1-5,0-0-12],[37:0-1-8,0-0-121 LOADING (pso SPACING- 2-0-0 CS], TCLL 400 Plate Grip DOL 1.00 TC 0.09 TCOL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 1 Od (0, 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE($) Standard DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Hor-z(CT) -0.00 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10%F, 10%E IAAWWIU i. I 0 —A, 'W" "*11, P 1, "v I 4"'P 0 hf v. S' M W* 'm I'm niAnthony1. Toho 111, PZ v*-'i 'I".n-0 04''9 M4'i",4!--'O"'!P I ol rl 44SI W , H 3,10,46 NA, qyiqhlt N16A 1 koll-ati hahnpf I-WIIJt i koollm.... hfhoy 1, Tomb,, III P I. Pill zt Job Truss Truss Type WRCS&L HJ6P Diagonal Hip Girder Al Roof trusses. Fort Pierce, FL 34946. desian(otial truss. corn Run: 10 12 RYAN HOMES/ SUMMERLAND 1 A0038700 Job Reference (notional) 3x4 0-5-11 i 7-8-9 0_5-11 7-2-14 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 4-9 348 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.26 4-9 360 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP j Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in Ii accordance with Stabilizer Installation guide. 1 REACTIONS. lb/size) 3 = 171/Mechanical 4 81/Mechanical 2 340/0-4-4 (min. 0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 1 16(LC 4) 4 = 79(LC 5) 2 302(LC 4) Max Grav 3 183(LC 19) 4 131(L,C 3) 2 406(LC 19) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h= 1 5ft; Cat. 11; Exp C, Encl., GCpi=O, 18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ih uplift at joint 3, 79 In uplift at joint 4 and 302 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 57 lb tip at 2-1-0, 73 lb down and 57 lb up at 2- 1 -0, and 38 lb down and 50 lb up at 4-10-15, and 38 lb down and 50 lb up at 4-10-15 on top chord, and 55 lb down and 12 lb up at 2-1-0, 55 lb down and 12 lb up at 2-1-0, and 16 lb down and 45 lb up at 4-10-15, and 16 lb down and 45 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 I Plate Increase=11,25 Uniform Loads (plf Vert: 1-37-60, 4-5=-20 Concentrated Loads (lb) Vert: 1 0=1 14(F=57, 8=57) 13=-9(F=-4, B=-4) 41 U-1 Uw v [V(AIA, I [W Wrlfle Is' N 01'V; I, , i,N I )'II Wjf 10— A.' wr- d*, HI'. * IN) "qC—D pRgtte,o ' S cwto 1. '.0 —, IN ", ft W F'i iW re 1, TKO ,, 4. T?! 1 1, o "o- W.; 1— N' 0-";1 '' WIP't 4',t" all; aq" 0 1. K a, V, W'%' 1"al 4.xq. i sR1 0 t. 'Do A - W4 's 0 'm !"Jq k.4"i w'p Mt" W ."O 4h 0 4 40081 4453 St, tucw Blvd, V- 46"d l' oAml q'd V Fl, ,49,6 nPyliqhl "Q I B16 A I lioofhmts bihoy I. I ombp 111, PJ, RqWkim 0 th'4 iowwr'Oyl-' 6 p(Whis'd 'koiht F'fMmwhom A I Rol 1""es Whoft" 1. ImbIll, PJ' Type RYAN HOMES / WRCSUKL 1HJ7 Al Roof Trusses, Fort Pierce, FL J Diagonal Hip Girder truss.corn Run: 1-5-0 4-6-5 1-5-6- 1-- - - 4- , 6-5 A0038701 0 I '' , I JJob Reference (optional) I s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:39 2018 Page'1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-ibB_S6YmJ8TESp?W40LQIQvabitiFig6Xf7Qxwopz8JYS 9-10-1 5-3-11 2x4 =1 5x4 it 3X4 =5 4-6-5 4-6-5 9-10-1 5-3.11 LOADING (pso SPACING- 2-0-0 i CS1. DEFL, in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 i TC 0.63 j Vert(LL) 0.05 6-7 999 360 TCOL 10'0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240 BCLL 00 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 4 164/Mechanical 2 541/0-4-14 (min. 0-1-8) 5 341/Mechanical Max Horz 2 169(LC 4) Max Uplift 4 1 17(I-C 4) 2 238(LC 4) 5 77(LC 8) Max Grav 4 164(LC 1) 2 541 (LC 1 5 341 (LC 1 FORCES. (lb) Max, Comp,/Max, Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-11 =-1085/306, 3-11 =-1030/307 BOT CHORD 2-13=-402/1030, 13-14=-402/1030, 7-14=-402/1030, 7-15=-402/1030, 6-15=-402/1030 WEBS 3-7=0/287, 3-67-1068/417 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11; Uxp C; EncL, GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed: Lumber DOL-1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20 " Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 47 lb tip at 4-2-8, 41 lb down and 47 lb tip at 4-2-8, and 71 lb down and 98 lb tip at T 0-7, and 71 lb down and 98 lb up at 7-0-7 on top chord, and 9 Ib down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Incroase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=A2, B=-42) 13=-7(FM-3, B=-3) 14=-17(=-9, B=-9) 15=-71(F"--36, B=-36) I ead Load Deli. = 1/16 in rt PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% MIN w1,41 es" Ag-4 "IM N 10 1 n "a 4 s 0"q! =," r"k4n I, to a I. W 4; WWtt* IM -01, lt',' 3"'o t, 11 1.4 Meru al uNk't- ir. k- 4' nit- A 4511 1 ti, i(, Blvd, Iotp, it 34946 opy,t1hi T" 2516 A I Roof bo's" Artilrorty 1, lmolo. ill, PI, of thr, momment"m 147 form, i, p*b.od wttfroot the ."Ilo pom'woo h.m A I Roof In't's iinthroy T. Imotto 111, pi, I Job Truss i Truss Type Qty Ply RYAN HOMES/ SUMMERLAND WRCSUKL J6 Jack -Open 10 1 Job Reference (optional) Ni Roof Trusses, Fort Pierce, FL 34946, 1 de I si I gn I @ I altruss,com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 81 ID:?sOQvIlzBGko2hFpRYibzzzOpep-AnlMgRZ04Sb54zaje5stleRoo( 1-0-0 5-6-0 1 LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10,0 2x4 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0,41 Lumber DOL 1,25 BC 0.38 Rep Stress Incr YES WB 0.00 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 140/Mechanical 2 283/0-8-0 (min. 0-1-8) 4 72/MechaniGal Max Hor7 2 100(LC 8) Max Uplift 3 = 79(LC 12) 2 110([-C 8) Max Grav 3 140(LC 1) 2 = 283(LC 1) 4 99(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5-6-0 A0038702 DEFL. in loc) Well L/d j PLATES GRIP Veri(LL) 0,04 4-7 999 360 MT20 244/190 Vert(CT) 0.09 4-7 729 240 Horz(CT) 0.00 3 n/a n1a Wind(LL) 0.07 4-7 905 240 Weight: 19 In FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 110 lb uplift at joint 2, LOAD CASE(S) Standard Ii3Si;Si"4tUkt GaAk IM tAtIRM (111 ANN,: 14*1N, TDI- 04 . ....... W xt D,,,rtp_ FL 34946 JOD cussss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND WRCSUKL J, 6E Jack -Open Supported Gable 2 1A0038703 Job Reference (optional) 0 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83 1 210 s 1 M I ay 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. F I ri Jun 8 1 15:36:41 2018 Page ID:?soQvIlzBGko2hFpRYibzz,zOpep-ezJktnalrmjyh79vCpNuq(-1jVVg88nybkQlsj z8J11-0-0 - 4 5-6-0 i1-0-0 5-6-0 1.5x4 II 4,00112 1.5x4 11 W1, T 1 II 2 2x4 1.5x4 11 1,5x4 11 LOADING pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0.14 Vort(LL) 0,00 1 n/r 90 1 TCDL 10,0 Lumber DOL 1,25 BC 0.10 Vert(CT) 0-00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES i WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals_ BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 30/5-6-0 (min, 0-1-8) 2 185/5-6-0 (min. 0-1-8) 6 = 273/5-6-0 (min, 0-1-8) Max Horz. 2 = 981LC 8) Max Uplift 5 -14(LC 8) 2 = -79(LC 8) 6 -95(LC 12) Max Grav 5 = 30(LC 1) 2 185(LC 1) 6 = 273(LC 1) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. WEBS 3-6=-209/315 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf: h= 1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown-, Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal k) the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5, 79 Ita uplift at joint 2 and 95 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 Ila FT = 10% kqthony I I I oniho 1E, R.I.. 4451 St L,Jlie BIA 1,W !t 341A6 Job Truss Truss Type Qty Ply RYAN HOMES ISUMMERLAND A0038704 I WRCSUKL JW Jack-Open 4 All Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:41 2018 Page I ID:?sOQvilzBGko2hFpRYibzzzOpep-ezJktnalrmiyh79vCpNuqir ylVPk89EybkQlslz8JYq 1-0-0 I -0-b 5-6-1 0 i 2x4 0-4-8 LOADING (psf) i SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 10.0 Lumber DOL 1.25 13U 0.48 BCLt- 0.0 Rep Stress Incr YES WEI 0.00 BCDL 10.0 Code FBC2017ITP12014 Matox-MP LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4SPNo.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTelk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 130/Mechanical 4 = 61/Mechanical 2 304/0-3-0 (min, 0-1-8) Max Harz 2 1 OO(LC 8) Max Uplift 3 85(LC 8) 4 8) 2 204(LC 8) Max Grav 3 = 130(LC 1 4 92(LC 3) 2 304(LC 1) FORCES. ( lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf: BCDL=5.Opsf; h= 1 5ft: Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5- 6-0 DEFL. in loc) I/defl L/d PLATES GRIP Vert( LI-) 0,12 4-9 546 240 MT20 244/190 Vert( CT) L06 4-9 999 240 Horz( CT) 0.01 3 n/a n/a Weight: 19 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2. LOAD CASE(S) Standard 1" 01 (A. J:Ji E I R% 0k' TOW 1 4 df*,Pw ...... n 44'-ft z11'4 . 1, TOO 4452 St. Lude 61A, Na+rtu lt#ieN e. »yea e ul eke .,mat Er [ki pa e[ n;+e314 ices „r.f .+ see sr.[mtwao43en}n t ., .. :at ererRax aodary :fir 4. sawn, rcest cetu inL tart lerce, P 34N6 opy"IMC) MOA 11401mies Rep'Ova- 0 lh' 40"'Mot, ' as form, pt*h'led eilhwl the .'"e. ptm"m 1 m A IROftmw A'tho i'Tw1,4111'PJ' Zt goo I ""ss I russ type Q5tY PIY 1 RYAN HOMES/ SUMMERLAND WRCSUKL P Jack -Open 11 1 Job Reference (optional)_ A0038705 Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: I'll n. 83,210 s I May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36A2 2018 Page'l D:?soQvilzBGko2hFpRYibzz2Opep-69s647bfc3rpJGk5mWu7N3XO9vhgtcU5qOAbOWz8JYp I -1-0-0 7-0-0 1-0-0 7-0-0 3x4 7-0-0 Dead Load Dell. = 1/8 in LOADING(pso SPACING- 2-0-0 i CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.93 Vert(LL) 1 0.10 4-7 823 i360 MT20 244/1901 MCITCDL Lumber DOL 1.25 BC 0,75 Vert(CT) 0.24 4-7 349 240 BCLL 0,0 Rep Stress Incr YES W6 0,00 Horz(CT) 0.01 3 n/a n/a BCDL mo Code FBC2017ITP12014 i Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No. 2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 3 183/Mechanical 2 342/0-3-8 (min. 0-1-8) 4 91/Mechanical Max Horz 2 156(LC 12) Max Uplift 3 129(LC 12) 2 99(LC 12) Max Grav 3 183(LC 1) 2 342(LC 1) 4 128(LC 3) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf ' BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL---1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2. AllUr` UVW *Of MT W,4 'A" ur N' 1',! 41 it -Mjte' . ;k' A.U( 1 4"4' v, R Wtx' Sk. 40', 'a . 4, DD a 1 P K- M N h, rvm' a} N ml'tr ot TD4 0 •Am M 1" iwz .4wl ",W WWOMIK as C.4.V*1rA'J 4, W Ir 1 1, 'A W.'No tt An'tiony T. TO -la M• It '4s4q. 4451 St. tude Blvd, Pprtqhl SJ 2016 A I fixer lmti blh.y 1, lmhn 110 t 4podwim of this 00(mo6". 401 .4ovitht rotten p—mm limA I hofitmes Whwl Tamho P.E.FIA 01(e, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0038706 WRCSUKL L01G Hip Girder 1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:43 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpop-aMQUITbHNNzgxQJIJEQMwG39uJOycI bF22v8xwz8JYQ 9-9 5-6-0 10-6-016-0-0 1 117-0-01 1- 0-0 5-6-0 5-0-0 5-6-0 1-0-0 4x4 M LOADING( pso SPACING- 2-0-0 TCLIL 20.0 Plate Grip DOL 1.25 TCDL 1 0,0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lbysize) 2 1075/0-3-0 (min, 0-1-8) 5 107510-3-0 (min. 0-1-8) Max Herz 2 35(LC 8) Max Uplift 2 782(-C 4) 5 782(LC 5) Max Grav 2 1075(-C 1) 5 1075(LC 1) FORCES. ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2325/1680, 3-19=-2173/1632, 19- 20=-2173/1632, 4-20=-2173/1632, 4- 5=-232511681 BOT CHORD 2- 8=- 1 W/2156, 8-21 =- 1565/2173, 21- 22=-1565/2173, 7-22=-1565/2173, 5- 7=-1534/2156 WEBS 3- 8=-209/361, 4-7=-213/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuft=1 50mph (3-second gust) Vasd= 1 16mph; *TCDL=5,Opsf: BCDL=5.Opsf; h=1 5ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWIFIRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 1. 5x4 H 3x4 CS1. DEFL. in loc) I/defl L/d TC 0.99 Vert(-L) 0.23 7-8 845 240 BC 0.81 Vert(CT) 0,22 7-8 883 240 WB 0.14 Horz(CT) 0.05 5 n/a n/a Matrix - MS 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10,0 last bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 782 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 232 lb tip at 5-6-0, 70 In down and 98 Ity up at 7-6-12, and 70 lb down and 98 lb up at 8-5-4, and 215 lb down and 232 lb up at 10-6-0 on top chord and 127 lb down and 186 Ity up at 5-6-0, 52 Ity down and 76 lb up at 7-6-12, and 52 lb down and 76 lb up at 8-5-4, and 127 lb down and 186 Ity up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=-168(F) 4=-168(F) 8=-97(F) 7=-97(F) 19=- 70(F) 20=-70(F) 21 =4 1 (F) 22=A 1 (F) Dead Load Defl, = 118 in 4x4 T- 0 0 5- 1-8 PLATES GRIP MT20 244/190 Weight: 64 lb FT = 10% W- 4 11.0w.,th t Pt 'A I kjc[Mz;S NAJ-1 Ni[Ak OW 4GX,1K410%M 4w"W..*" A ,A "w W ift-'Awww—' An' kww T. Tox'lb 117, P.F. t" Ifat 'i"PI a 0, OD M - Nlb-f h, T'- 04,1 ""'1 "i't" "w0a, .0 4-IM: . f ,1 4,1' 0 1 4 80083 Aa40""".#(""' N- 1,451 S(. Lucie Blvd. wt ) orce, Fi, 34946 ptpodwian 0 Ni dommi, 'n any foral, 0 pr*Wd wIhtat Ilit oaa pefwwofl 1'.. A I tont 1'w6 Job Truss Truss Type Qty Ply RYANHQMES/SUMMERLAND WRCSUKL L02 Hip 1 1 A0038707 ises, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 ID: 1-0-0- 7-6-0 a-6-0 1-6-0 1 7-6-0 141-0 3x4 LOADING SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL Mo Lumber DOIL 1.25 BCLL 0.0 Rep Stress Incr YES BCDIL 10,0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceilinq directly applied or 3-9-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 700/0-3-0 (min. 0-1-8) 5 700/0-3-0 (min. 0-1-8) Max Horz 2 45(LC 17) Max Uplift 2 460(LC 8) 5 460(LC 9) Max Grav 2 700(LC 1) 5 700(LC 1) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/1742,3-4---988/1742, 4- 5=-1101/1742 BOTCHORD 2- 8=-15261982, 7-8=-1544/988, 5- 7=-1526/982 WEBS 3- 8=-313/211. 4-7=-313/211 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=15ft: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ' porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 4x6 06 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:44 2018 Page,1 zzzOpep- 2Y -, tVpcv7li5XYatUtxxbSUcNmjQILUkOHifhTyz8JYn 15- 7-8 7, 1 -A CS1. DEFL. in loc) I/delf L/d TC 0.79 Vert(I-L) 0,23 7-18 841 240 BC 0.57 Vert(CT) 018 7-18 999 240 WB 0,08 Horz(CT) 0,03 5 n/a n/a Matrix - MS 3) Provide adequate drainage to prevent water poncling, 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 460 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Deft. = 1116 in 3x4 PLATES GRIP MT20 244/190 Weight: 59 (b FT = 10% 41 taf ITa S'AdEr,Q4ik.T'Wbt:Riuitt 4, 4, hop P..ft, A ,A 'A" . W N" ),r, N-qjtv, .. x4 Ao.f I Arl lmnv I I,,' hq, 00—: 1-4-00"V W C, 'N q, T., 14014 . 11 IW .0 .1W P1 Z4 h,r WA , I "'Wimm W .-o* , w ".,v ,f 4, ....... >, id "I It! 1 4451, St, Wde. Blvd, hpoieaw of Ifi, kmeni'm ARY lum, 1, prokh,led .0c"I the urine. Fom,i- from A I ROM Tmw, vt aierce,rL A946 Truss Truss Type I'KL L03 Common RYAN E A0038708 Trusses, Fort Pierce, FL 34946, design@aItruss.com 1-0-0-- 8-0-0, 1 -0-0 8-0-0 3x4 s 4x6 3 6 1,5x4 II 8 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page 1 zBGko2hFpRYibzzzOpep-XkYFj9dXu__DNAkSgReSq?h8Xp7iz4wEXWMOF?pz8JYrn 16-0-0 17-0-0 8-0-0 1-0-0 15-7-8 LOADING (psf) SPACING- 2-0-0 1 CSL DEFL. in too) I/defi L/d TCLL 20.0 i Plate Grip DOL 1.25 1 TC 0.84 Vert(L-L) 0.24 6-16 791 240 TCDL 10,0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.18 6-16 999 240 BCLL 0.0 i Rep Stress Incr YES I WB 0.13 Hor7(CT) 0,03 4 n/a n/a BCDIL 10,0 i Code FBC2017ITP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-11-10 oc bracing. MiTek recommends- that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 700/0-3-0 (min. 0-1-8) 4 700/0-3-0 (min. 0-1-8) Max Herz 2 48(LC 17) Max Uplift 2 457(LC 8) 4 457(LC 9) Max Grav 2 700(LC 1) 4 700(LC 1) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1088/1734, 3-4=-108811734 BOTCHORD 2-6=-1514/968, 4-6=-1514/968 WEBS 3-6=-628/338 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vultm I 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; Cat 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 457 lb uplift at joint 4. LOAD CASE(S) Standard Dead Load Deft, = 1116 in 4 A_ 3x4 IT-0 0 4- PLATES GRIP MT20 244/190 Weight: 56 lb FT = 10% 41 S.0, Ftg,_ "i- 9,tt N Al r, J01 'of, 11 1 11, M, *I 4n 1 I Ardlmy loinho .E, ;) E W vN WWONK tI"tmq ,vw 1008 1 k so"i B,4.ro+sFe, c. P a aM IM fm- t P100-1 u, 404 to m'A wrm h4 rxt tta pg,4e'!.4 16 ."1-01. P.,:at n Pi W 0 t= I ', N@ 'r. .11,- U'Ae", 4451, St, hide rlwl, Mq k7 01r4iCPF[C€S,AQ46 Wheeyt, 64.111H, 4prod"diop of Mi ioowrm any lare,,it ii,00,10 mthw the -Peo ptwivon h- A I Real Tmw Job Truss WRCSUI<L MIB FAM 34946, Truss Type Qty Ply I RYAN HOMES / SUMMERLANb Monopitch 4 1 A0038709 Job Reference (optional) 0 truss.com Run: 83216 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page'l 1-0-0 ID:?sOQvllzBGko2liFpRYibzzzOpep-XkYFj9dXu_DNAkSgReSq?h8gi7qN4xqXWMOF?;)z8jYm 1 b--O- 5-111-4 r- I f -A 1 5x4 .1 4 3X4 6 Yli 1 5x4 !I LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 j Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL Mo Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOTCHORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, (lb/size) 2 221/0-8-0 (min. 0-1-8) 6 30310-8-0 (min. 0-1-8) Max Herz 2 105(LC 8) Max Uplift 2 151(LC 8) 6 167(LC 8) Max Grav 2 221(LC 1) 6 303(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/305 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; End., GCpi=0.118; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4-4-0 8- 5-11-49-4 1-3-4 1 CS1 DEFL. in loc) I Iden L/d PLATES GRIP Vert(LL) 0.05 6-9 956 240 MT20 244/190 BC 636 i Vert(CT) 0,02 6-9 999 240 WB 0.09 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight 24 lb FT = 10% 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 151 lb uplift at joint 2 and 167 lb uplift at joint 6, LOAD CASE(S) Standard rQ111K, 11K 4("WOV'A"it T: szi- Do 0--v4lot 'P—" 'W"r, L, Wttelk, Im l-i -0 onfl Ar*hwy T TD*)o J, OoNol' '!"wf"j wn, " ' ' IN kv.3 ft. TO 114 N "M '14141- 0 It, $1411 (.k'" WOY .4 W4 et—o M 1— p4.' Ir i ot w 1, .,w, olft W Mm v l 1 1 .4 vvo''' 3083 0- , C," 4451 Sk, Woe blvd. tfapytigkt{7piaAiRnell,azmxtnl6oeyCtomhni(hR.E_ Rtp(000io of 14's dv—ftl"o n.y fam, 'i poh,hod dool tht -Het P'vwssiot hom A I h4i T'olm Wouny L Imho 111, P I. foq 3;eIce. f L 34946 i job- WRCSUKL Truss Truss Type Qty M6E 1 Monopitch Supported Gable 1 Ply 1 i RYAN HOMES I SUMMERLAND A0038710 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 a, FL 34946, design@a1truss.com Run: 83,210 s 1 May 18 2018 ID:?sOQ4 1-0-0 5-11-4 i Job Reference (optional) J s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:46 2018 Page I pRYibzzzOpep-?x6dwVe9flLEoul(?Mz3XvhsNWDQpOehkO8oXFz8JYI 1,5x4 11 4 2 at 6 5 2x4 1,5x4 11 1,5x4 11 SPACING- 2-0-0 CSL DEFL. in (loc) I/def! L/d Plate Grip DOL 1.25 TC 0.21 I Vert(LL) 0.00 1 n/r 90 Lumber DOL 1.25 SC 0.12 Vert(CT) 0.00 1 n/r 80 Rep Stress Incr YES WB OA2 Horz(CT) 0.00 n/a n/a Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. UOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 17/5-11-4 (min, 0-1-8) 2 198/5-11-4 (min. 0-1-8) 6 308/5-11-4 (min, 0-1-8) Max Horz 2 116(LC 8) Max Uplift 5 -1 1(LC 8) 2 -95(C 8) 6 -128(LC 12) Max Grav 5 17(LC I 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (1b) Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown. WEBS 3-6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. If: Exp C; Encl., GCpi4.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1 .60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 11 lb uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% mhi"i N 14-0"t to—, W! ftfy—' f— A'J mr,"r "W"', Anthony T, TQqito IF;, P.E. 14y, 8008 yd 0 . 440A I'm 44 1 W N Fof! 1-t 34946 9y" ghl ;" 2016 k I pot I a"y' Whay I 4mbt 111, P1, R'P' d.1- d it,,, do.Mtm 0 oy 1w. pot O'd ' $t o pt tb''o fl- A I Iol I ...... Amboy 1 14.6 fit P I, ZE " I— Job Truss WRCSUKL MG7 Type Jack -Closed Girder HOMES / SUMMERLAND A0038711 V Pierce, Fl- truss.cor" Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15: 4-1-1 ID:?sOQvilzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3UI46E-4w i -, 7-0-0 " 14-1-1 2-10-15 LOADING (psf) SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10,0 Code FBC2017ITP12014 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 1503/0-3-8 (min,0-1-8) 4 = 1541/Mechanical Max Herz 1 138(LC 8) Max Uplift 1 = 446(LC 8) 4 Max Grav 1 1503(LC 1) 4 = 1541(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-2184/631 BOT CHORD 1-8=-672/2013, 8-9=-672/2013, 5-9=-672/2013, 5- 1 0=-672/2013, 4-10=-672/2013 WEBS 2-4=-2345/783, 2-5=-504/1779 NOTES- 1) Wind: ASCE 7-10; Vutt=l 50mph (3-second gust) Vasd=1 16mph; TCDL=S.Opsf: BCDL=5 Opsf; h=25ft; Cat. 11 ' Exp C; Encl., GCpi=O. 18: MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.5x4 11 nXt) 3X6 11 6x6 7-0-0 10-1 CS1. DEFL, in loc) I/defl L/d i PLATES GRIP TC 0,40 Vert(LL) 0.04 5-7 999 360 1 MT20 244/190 BC 0.48 Vert(CT) 0.08 5-7 999 240 WB 0,68 Hor-z(CT) 0,01 4 n/a n/a Matnx-MP Wind(LL) 0.04 5-7 999 240 ( Weight: 38 lb FT = 10% 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint I and 516 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 266 In up at 1-5-12, and 832 lb down and 266 lb up at 3-5-12, and 832 lb down and 266 In up at 5-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 14=-20 Concentrated Loads (lb) Vert: 8=-832(F) 9=-832(F) 10=-832(F) 1, 1, '04 k 1" '14 0 "O"w 4"P 0 4- fqo4 1" T15 .6 r' Aothony I Tc mbo IL, D.F. Ony 9008 141,1414 ' 1111, sl" ' ""'.41. 3-v p' P plvd' opy"hlO-L 2016 A I Rol I-W Aohoy I iw6ill PA, ftpodvt. 011h, d'mwol A A.Y Iv. , pok'blel vit. pems-d— A I bal 6'" h4hoy I N.ho lil P i w Piol,'', I s4946 Zt "" "'" job" Truss Truss Type Qty VM3 Valley I - A0038712 WRCS Kl- PIY _ IRYANHoMES/ summLkLAND I I Job Reference (optional) I AM Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15i36:47 2018 Page 1 ID ?sOQvIlzBGko2hFpRYibzzzOpep-T7g?BrfnQcT5P2c3Y3UI46E3pwZqYsjqzgtL4hz8JYk 3-0-0 1 5,00112 2 1,5x4 11 wi n 2x4 1.5x4 li LOADING (PSI) I SPACING- 2-00 CSL DEFL. in (loc) Well L/d TCILL 20.0 Plate Grip DOL T 5 TC 010 Vert(ILL) n/a n/a 999 TCDL 10,0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 1 84/2-11-6 (min.0-1-8) 3 84/2-11-6 (min. 0-1-8) Max Horz 1 43(LC 12) Max Uplift 1 21(LC 12) 3 39(LC 12) Max Grav 1 = 84(LC 1) 3 84(LC 1) FORCES. (lb) Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDLz5.Opsf ' h=25ft-, Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide Mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint I and 39 lb uplift at joint 3. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10% e Ci CUSS`: 0',X, 13C I 4,hW t M'OW, '4 0! kith, nyT , fomc; 11:, F. 1, W'10410 Ativ,"t, M4 M.J'M,J 11 4.0w- 4", 4451 L'fie Nd Pio'c" H 341"16 Gpy,i# t NMI Aoh—[ 4MWILPF, I b0l-w Anthod k.6011 Pf, Job Truss WRCSUKL VM5 Fort Pierce, FL Truss Type Valley truss.com 2X4 -,- Ply RYAN HOMES I SUMMERLAND A0038713 Run: 83,210 s 1 May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:48 2018 Pag I e 'I ID:?sOQvllzBGko2hFpRYibzzzOpep-xJENLBfQBvbylBBF6n?XcKm9NKseHJz_CKdvi7z8JYj LOADING (psf) i SPACING- 2-0-0 CS1. TCLIL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL, 10.0 Lumber DOL 1.25 BC 0,20 BCL'1- 0.0 Rep Stress Incr YES WB 0,00 BCDL. 10,0 Code FBC20171FP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or '10-0-0 oc bracing. MiTelk recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 164/4-11-6 (min. 0-1-8) 3 164/4-11-6 (min, 0-1-8) Max Herz 1 83(I-C 12) Max Uplift 1 41(LC 12) 3 75(LC 12) Max Grav 1 164(LC 1) 3 164(LC 1) FORCES. (lb) Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; 1-CDL=5.Opsf; BCDL=5.Opsf; h=25ft, Cal, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 1-umber DOI-=1 .60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live leads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. 5e 1,5x4 it DEFL. in (Joe) I/den L/d PLATES GRIP Vert(I-I-) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 16 lb FT = 10% 4" 31"„ Nk+. 1J#5 4 Wlklkl Z V N 'Mk' 1 0,43 CFO X' 1- t", P 0"— X' A—, N" ' 1,0 W 41A. Ithony I Ton*o I H P.11 1ww"'V w — N't :' 1 4451 S, Ll ap i3lvd qy qhl 2016A 1 Rol A"tb" 1' 1-40 111, P I, 9'p, fo 1 " 'do ... flh"dmwo -RYNm hltoy 1, 1-4.111 P I I JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLO I CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d foe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) I ttach Corner Jack's d (2) 16d Toe Nails @ TIC & BC (Typ) ooA , 0, A 0, h, 12¢ :y 1T h # i "ON r01s'ur I,Whr. o 'Lo i I, I ur R. 111N, . e N 3, .1 414 W l 00 A N 1114—,),44 44SI Si, t,:oe 6,vc 1, 046 FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 . A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT FIERCE, FL 34946 IQ-409-1010 ALTERNATE DIAGONAL. BRACING IQ THE BOTTOM CHORD I' - 3' MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS, HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' Q.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINA. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE, SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. NAILING SCHEDULE: VERTICAL FOR WIND SPEEDS 120 MPH (ASCE 7-96, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-96, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' Q.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / U cAL TRUSS 11-11. 37U0 AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JOLY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL A AIIYII THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7 05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- Q.C. OR LESS. A'I ROOF TRUSSES 4451 ST ' LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"0 C, PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"0,C, STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1 .5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS, AT EACH 2" X 8'TEE-LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS, PURL.INS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASF TRUSS INFORMATION. JULY 17,2017 [ TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD FORT PIERCE, FL 349 SECURI W/ ( ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1(4"X 4.5") WOOD SCREWS INTO EACH BASF TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE= 3"X0A31" = 10d 2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT. 3. INSTALL. SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". S. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 110 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1,60 MAX TOP CHORD TOTAL LOAD 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES, f 'w 0, t N'.' b." N I W— V—f IM ",W 'A wA A§>thcjny T TIIMD l i I!, P f FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06 A-1 ROOF TRUSSES 44r I sT I I irtr Rl Vr) FOE SECURE W/ ( NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1 NAIL SIZE = 3" X 0A31" = 10d 2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT, 1 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A', 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURUN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6, NAILING DONE PER NDS - 01, FL 3,494, pf Pz JULY 17, 2017 1 1 Vfl%L-L-L- I %JI.- 1" L_; /-%It- STDTL07HIGHWINDVELOTYI A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, Ft 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: I MAX TOP CHORD TOTAL LOAD = 50 ESE MAX SPACING --,- 24"O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UND DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORDS, NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER, FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD u I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12112 PITCH) k"Vl N16 A U"'I'm Arl, vwllc3 *W' 4 Wt IWK I i o .0,19 —1 .'Me-rAW". llwl l m"qm*"'fl 94S1 "t Luoe fjlv' Fart Pie;co,, Ft- 34946 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. A VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH 2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A 4) Bd NAILS MINIMUM, ROOF 6 3X4= PLYWOOD SHEATHING TO SHEATHING 2X4 STD SPF BLOCK DIAGONAL BRACING **L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX.s- f1QT . MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. AZ- BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR v BETTER WITH ONE ROW OF 10d NAILS SPACED 6' Q.C. TRUSSES 0 24' Q.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-O.O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DQ NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACEk:7, RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 1f3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3I STUD 1 12" O.C. 3-8-10 5-6-11 6.6.11 11.1-13 2X4 SP #3 r STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9.10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 54.12 8-1.2 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6-6.11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 1 3-1-4 3-11-3 6-2-9 9.3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' Q.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF IAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C --- ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2a17 WITH 2X BRACE ONLY STDTL09 F VOTES: I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 349946 772-409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / i-BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 i-BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I —BRACE NAILS WEB T—BRACE SECTION DETAILS 4 I FLRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY S TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1ROOF TRUSSES _ OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34W6 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409- 1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL WEB WITH I NAIL3)- S ( 0131XX) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH ( 3) - 10d NAILS (0. 131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) # 12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS ( 0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 f NOTES: L TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST. LUC:IE BLVD, SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772- 409-1010 TOE - NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 A 135 93.5 85.6 74.2 72.6 63.4 n 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 ca z0J131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' OIA. X 3.5`) WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 ( NAILS) X 84.5 '(LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60" 45. 00' ANGLE MAY VARY FROM 30" TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE i NEAR SIDE NEAR SIDE 45. 00' SIDE VIEW 2X3) 2 NAILS 1 NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE III TOE —NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) Lo A- I ROOF TRUSSES Ln FORT PIERCE, FL '34946 THIS DETAIL SHALL BE USED FOR A CONNECTION z .128 49 38 26 25 17 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0 IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS, .131 51 39 27 26 17 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. FOR WIND DOL OF 1,33: 3 (NAILS) X 37 (LB/NAIL) X 133 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X LGO (OOL FOR WIND) = 177 LEI MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (Q) TOE -NAILS ON 2X4 BEARING WALL USE 4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES_ONLY NEAR SIDE NEAR SIDE 30* F QR' NAIL TOP PLATE OF WALL L FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW MAY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT I STDTLl 3 A' I ROOF TRUSSES 4451 ST LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS NEW 2X2 SP NO. 3 ATTACHED TO OVERHANG WITH (0.131"X3") MIN. 3 NAILS NOTES: 1, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS. 4--""'N "Po 0, W11sss 800 3 4451 St, Luc e 0ivl q'qtl 113dA t Rof"mo pl. az ssaaFot FL >,*46 010 w April 11, 2016 A- I ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES s'rDTL14 MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 11 O.C. SIMPSON H5 I 11C Il ?e . t—, - -- e, . ' , W, - -' -'d' . 'M " "—' m ""q, "'—f 80K '8 3 14 5 1 It "I FEBRUARY 17, 2Q17 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STQTL15DAMAGEDORMISSINGCHORDSPLICEPLATES 4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD_ FORT FIERCE, FL 34946 112-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). Id FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST LUCIE BLVD, FORT MERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION IBM= L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. 11MIT10wom THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24, D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FDR PLATE SIZES AND LUMBER GRADES V. 14 01 16 tr 5 d Iz - i '2 0, 1 4-j (I i tr 2 W 2 0' 2' X N1, Kj HI Kli H Z FLO-! j 71 no2 4— kl IItI 4 Kjl j Fixft rs 7 ) 011 T7 71 a 35/ 8It' -- 1 - 5 5/8' HATCH LEGEND 8'- 0" A.F.F. 81 8" A.P.F. A 18'- 17/8" A.F.F. 21 f, 5' Truss I D. G' arfty (> 5.000#i / LpIfft (> Horizontal ( x 350#1 NUft: ALL INUSS 10 WALL ANU/UH IRUbb ILL LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UN SS NOTED DOTHERWSE} NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS i.D. AND TRUSS LOCATION DAN. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE L STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE, z REFER TO THE MDfVtDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO SCSI-03 AND,OR ENGINEER OF RECORD REPRESENTS THE LEFT 510E Of EACH TRL'SS DRAWING NOTT REFER TO USP CONNECTOR CATALOG -2 FOR INSTALLATION DETAILS AJS24 H,, THD46 JUS26 J', MSH422 TMD26 ' K MU526 b, 1 THD28 THD21 S-2 JH0282 N' 7 HSDi HANGER BY BUILDER REAM BY BUILDER I - - F.: NOTE: UPLIFT CONNECTIONS FOR ALL COMMON f F- TRUFSES BEARING ON AEOTHFR TRUSS TO BE LSTA12 STRAP { BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD z i LIVE LOAD i 20 40 ASCE 7 10 chi DEAD LOAD to to 1 150 mpg EXP C LIVE LOAD To- q CATEGORY I Z 2. DEAD LOAD 10 ENCLOSED TOTAL, LOAD 40 55 FBC 2017 J DURATION FACTOR 1,25 1,00 TPi - 2014 TaYT- - — ------ REMARKS ai PPROW I"a- reviewed acz Ne for the fabnca," n at t"Issas. REV- 11E AND RUS'V, t'zla & a cl fa4 pe"'afnmg J F C E 0 tf's rvu s ptacx'fr-Bn' '-ia'- No back cf, wg' a -fi b 'c-:JeJ A D-- s —qR1aLp, 7,it rr a, A-' Rcif T,"c,;es a n.at RE"JIF'WED B, 15. PLAN DATES ARCHSTRUCT xi CUSTOMER RYAN 140MES i=-X T 4 IDS NAME StWMERLAND " K- GARAGE RIGHT ly OPTIO-NtSj LANAI COMMNTY -s LOT 4 L OT 63 f 9 z CITY Z COUNTY VARIES BLDG BLDG TYPE Z - w. 109 k 73595 MASTER ; WRCSUKL f.-a zy DRAWN i SCALE DATE 04"11/ 2018 IT NFS f r A== A-1 ROOF ITRUSSES PI, 772,409- 1010 r Fax 7?2-409-1015 71 DESCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florido. BOUNDARY FOR CERTIFIED TO: Ryon HomesINVR Inc. 2 SWINSTEAD DRIV_F 80' PRIVATE RIW) S 89*40'51 " W 40.00' 10' WAU UTX. ESMT Tl, Pl 23.4 7' v 2147' 3147' LOT 63 5.00' JO,O• 5.00' LOT 64 FORUBWUO FONOATIONLOT62TOP OF FORMS29.90'. 5M, 8. 7' vi 2 1. 3' 5.00' 25.20' 25.20' 10 , ESM_ - ps, MR) N 89'4051 E 40. 00' KELMSCOTT COURT 50' PRIVATE R/W) v PROPOSED - RNSHED SPOT GRADE ELEVATIONS ONT a 25As-lllft- PER DRAINAGE PLANS 'PLOT PLAN AREA CALCM REAR 20' r - PROPOSED DRAINAGE FLOW WPERVIOUS COVERAGE 7. Z230* SQMUAR FEET OR 4&59 SIDE 5' FOR 40' LOTS COT OWING TYPE 0 LOT CONTAINS 600* SQUARE FEET SIDE 7 5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 29.9 LIVING AREA CONTAINS 999* SQUARE FEET SIDE 16- FOR 75- LOTS CeNC R CH CONTAINS 6621 SQUARE FEET SIDE STREET - 25' CRVSEjVffErER -SCOTT & ASSOC, INC: - LAND SURVEYORS 5400 E. COLONIAL OR, ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 PO - POw ON LjNL MOIM PAC. fa • pMTI SOD P= 1027, FLORIDA $TAn= CK • COMMn M41AMRT "t Ukb 43" 2 RgE" VARMO) WOR SURMV" 3ORAnM ARD OftKAL, W41D WAL THIS SURWY MAP ON OWWS ARF NOT MAL a IM SLOW WAS PREPARED FROM ME #MWVM M"SHM TO W SUMMM MW "Ay Or OTHER RESTRICTWa vl=1OR90"Awn TINT A"w THM P*Opvtrr I AD "MROLIAT 411 RAW 0001 IOIAICD IWSS "0"" CROWN M aTRS "M IS PR f0k THE SOLS $TTOW Or TRQW CO"Y" TO AND SMOIAD NOT AS Ra" ~ W AM' OTHER VMITY 0 MUMM 000 FOR PC LOCATOR OF WFIVIAMM MORTON SWULD NOT Of MW TO RECONSTRUCT 80MOW (JAM CASOCAT 7 01AROM ARE AMSD ASSAM OATM AND ON THE URI ROAR AS RASE OMM 04,) oftblw 0 CLAWM04 W SHOW ARE $AM OR WOOL MOCTIC WN"M OATW OF M* W4,06 OWA." ROTM C CIRRAPOATE OF AVROMA"OR W 4M vt • rk SCALE f' - 20'- omw ey, W. M pJ1v - PLOTPLAN 09-27-2018 6239-18 L FORMETOARD FOUNDATIONIFlEVS. 02- 04-2019 834-19 MIS OLOILDARD/PROPMy DOES NOT LIE wMw THE ESTARLISHM 100 WAR FLOOD PLANE AS PER 'FWV* R.L 4714 ZONE MAP I 12117CO09OF (09-241-07) JAAIES SCOT, ,Ls I f801 1 1 1M UNIVERSAL UEPderectNo: roj0110.19432758-1 700732,0000 Wor: ENGINEERING SCIENCES Report Date: 2/5/2019 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection 03 BuildingInspection -Plan Review -Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P:407.423.0504 -F:407.4i3.3106 In-Plag2 Qensily T2sJ Rgj?p_rt Client: Ryan Homes UES Technician: Adrian Garcia 4307 Vineland Road Suite H-16 Orlando, FL 32811 Date Tested: 02/05/2019 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 63 (2257 Kelmscott Court) Material:- Native Reference Datum: 0 = Bottom of Footing Tvpq of Test: Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test No. Location of Test Range Maximum Density Pcf) Dptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction I Native Depth inch) Pass or Fail 1 West Footing 0-1 ft 105.4 12.2 102.4 7.2 97 N/A Pas! 2 South Footing 1-2 ft 105.4 12,2 106.7 9.1 101 N/A Pas! 3 North Footing 1-2 ft 105A 122 104A 8.8 99 N/A Pas: 4 Southwest Corner of Pad (TOF) 1-2 ft 105A 12.2 102.5 9.3 97 N/A Pas! 5 Northeast Corner of Pad (TOF) 2-3 ft 105.4 122 103,2 10.7 98 N/A Pas: Remarks: TOF= Top of Fill a -4- 1 #^ I 1";--Vt #S- Q. ^.A --h—, '11 _-'#e - - --#', of Hoer ntiontrr. -4 0 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, ightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Ile Timothy atiith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC cm FARM R405.4.1-2017 I Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: Community: Lot: L) Address: Unit: V City: State: t Zip: " (Sj Air Leakage Test ReSU Its Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g, (50 pascals) in Climate Zones I and 2. RFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceedingselectedfeACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50, ACN(50) specified on Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): X 60 ating bUilding WjUme CFM(SO) Builcting Volume ACH(50) 0 Retrieved from architectural plans ASS (Mechanical Ventilation is not required) _eococle software calculated r_1 PASS (with Mechanical Ventilation) 0 Field measured and calculated0FAIL R402.4.1.2 Testing. Testing shall be conducted In accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0,2 Inch w.g, (50 Pascals). Testing shall be conducted by either Individuals as defined In Section 553,993(5) or (7), Florida Statues, or Individuals licensed as set forth in Section 489.105(3)(f), (g), or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at anytime after creation of all penetrations of the building thermal envelope. During testing: ' 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond Intended infiltration control measures. 3.lnterior doors, if installed at the time of the test, shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if Installed at the time of the test, shall be turned off, 6.Supply and return registers, If installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Ligh!years, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: zzz 2 Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET I I NORM P,402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: Job Information Builder: Community: Lot: 4-L Address: Unit: City: State: Zip: 2-7;7 Duct Leakage Test Results System I cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. if air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? F] YES 0,04) E] NO (4,03) X2 p rformance / ERI Method cfm25 (Out or Total) yiy To qualify using this method, Qn must not be greater than the C) 0' Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned 1 Leakage Type selected on Form On specified on Form R405-2017 systems Square Footage R405-2017 (Energy Ca1c) or R406-2017 (Energy Ca1c) or R406-2017 OOASS ETAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Test Date of Test: Tester: e- 4Z— - , 11111"- 11 1 1 1 1V Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET Certificate of Achievement THIS ACKNOWLEDGES THAT Kyle Higgins HAS MET THE STANDARD REQUIRED • AS 1 CERTIFIED RATING • • Certification Date: November 11, 2018 Certification Expires: November 11, 2021 Tim Smith, RESNET Quality Assurance Designee 15 1*1" 0"htvears RESNET QA Provider # (1998-199)