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3769 Hanworth Lp- 18-2450; NEW SFHIMPAC xFEE STATEMENT STATEMENTiSTATEMENTNUMBER: 181 0005 DATE: June 08, 2018 Ix BUILDING APPLICATIONERMITANMBE : 18-10000518 UNIT ADDRESS: HANWORTH LOOP 3769 17-0-31-5VC-0000-0340 TRAPPIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE:BLOCK: LOT: OWNER NAME: ADDRESS APPLICANT NAME:R INC. DBA RYAN HOMESNV ADDRESS: 307 VINELAND'ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK, DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3769 HANWORTH LOOP f KENSINGTON RESERVE f SFR FEE BENEFIT- RATE UNIT .CALL UNIT TOTAL*DUE TYPE DIST SCHED RATE UNITS TYPE RO S ARTERIALSY CO -WIDE ORI? Ro ngle FECilK Housing 705.00 1.000 awl unit 705.00 FIRE n OLLWO HA/S ng .00 1.000 dwl unit .00 SCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Housin 54.00 1,000 awl unit 54.00 SCHOOL CO WIDE ORD PARKS a Family Houusiing 9,000.00 1.000 dwl unit 9,000.00 LAW 'ENFORCE N/A Oo DRAINAGE N/A 00 AMOUNTDUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROADFIRE/RESCUE. LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, OF , TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONDIMPACTPEES ( MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 5 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER T CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE RE VEST POP, REVIEW MUSTMEETTHER98UIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OP RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINE S OFFICE: 1101 EAST FIRST STREET, SANFORD FL, ,327i1: 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BU LDING4 DEPARTMENT 111 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE %P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ALL RESIDENTIALPRQPERT'IES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Building Permit #: C> Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: L This Tug/Pre-power application is valid only for one -anal two-family dwellings. 2 The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree 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 casts, 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 AHi). 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 maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system roust be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCll outlets, only. a Check with the local nr x: , ., - r. ,.,:..-..-- _AXL ... _:._ Robert Lattanzi - Ryan Homes Print N e f Owne lien Signature of er/Tenant JURISDICTION EMPLOYEE NA; JURISDICTION: Robert Lattanzi - Ryan Homes Print Name of.@en. Contraaw Signature of Gen. Contractor CBC1 5 565 Gen. Contractor License # CALLED INTO: ca Progress Energy o .Florida lower and Light Rev. 02/10/15) Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of Contractor ECO003096 El. Contractor License # on 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: 18-2450 Parcel ID Number. 17-20-31-5VC-0000-0340 1111111111111111111111111111111111111111 Citirildl' !"liai_U1'F SEa11NOLAE CouL .IT'y C:i._f_RK OF CIF,C:LI:ET" C.0LIFt`T' & CONI'hOL.L£:E; CLERK'S Ar 2018086611 M':-*C 3 WE L C17J26f201 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 # 34 of Kensington Reserve 3769 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR 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 5. 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. H-20. Orlando FL 8. In addition, Owner designates Phone Number. 407-692-9820 of 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 OWNER; 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. Slobture of Owner or Lessee, or Owner's or Lessee's Authodzed Ofter/Director/Psrtner/Manager) Dayna Mitchell Assistant Secretary Print Name and Provide Signatory"s Tige/Otte) state of Florida County of Orange The foregoing Instrument was acknowledged before me this day of _ by Dayna Mitchell . Who is personally known Name of person making statement who has produced identification type of identification produced: A"''.4+;fir TRACY LEIGH MCDONALD MY COMMISSION # FF925012 EXPIRES October 06, 2019 A(V 398-0153. FkNtdallota'VSermcecom Notary Signature ; Lt ('4 (( ICL.C11 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 93,659 Job Address: i3769 Hanworth Loop Historic District: Yes [I No 9 Parcel ID: 17-20-31-5VC-0000-0340 Residential R Commercial F] Type of Work: New RX Addition FJ AlterationEl Repair R DemoEJ Change of UseEl MoveEl 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 Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating`construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30,20 15 Permit Application 4 . I NQT,ICE,: 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. all of the foregoing information is accurate and that all work will le laws regulating construction and zoning. SignatAZq r¢gent 1. 1 aty IVI%.LJUI Jolu Print Owner/Agent's Name Ile- 5/ 24/2018 Signature of Notary -State of Florida Date NEArAN LYNNE FOWLER W MY COMMISSION 411 EXPIRES: 3003rY 17, 2021 60ndodThru 8u4"t Notary soMee% Owner/ Agent is _)(_ Personally Known to Me or Produced ID Type of ID Je5/ 24/2018 Si re o for/Agent Date Tracy McDonald Print Contractor/Agent's Name 42-- 5/24/2018 Signature of Notary -State of Florida Date ME AGAN LYNNE FOWLER 4My COMMISSION 0 GG 063253 EXPIRES: Janu$ N 17,2021 or Contractor/ Agent is _X_ Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical Mechanical R PlumbingR Gas F] 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 R No [] # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: -Z WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30,2015 Permit Application on Request Farm Name: Tracy McDonald Firm: NVR, Inca Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Cade: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Entail: trmcdonaGa nvhnc-com Property Address: 3769 Hanworth Loop Property Owner: NVR„ Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0340 Phone Number:407.62.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: FNI New structure F] Existing Structure (pre-2007 FIRM adoption) M Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FiRM adoption = finished floor elevation 12"'above BFE Post 2007' FIRM adoption = finished floor elevation 24'„ above BFE (Ordinance 460). Flood Zone: x Base Flood Elevation: 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: floodplain © floodway A portion of the parcel is in the: Q floodplain M floodway The parcel is not in the: A floodplain {Q floodway The structure is in the: floodplain floodway The structure is not in the E] floodplain Q 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# 18-2450 Reviewed by: Michael Gash, CFM Date: 'June 13, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way UseP01,M%a_* Landscaping in Right -of -Way wwwe"rNoren.gov 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 f 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 rt1 warr104tsizeandlocationoftheexistingright-of-way and use shall be provided or application could be delayed. C61F6Nor yoa#y. 1. Project Location/Address. 3769 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: Q Driveway EJ 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 ubm by: Signature: Print Name: Tracy McDonald Address: 4307 Vin a -20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Email: trmcdona nvrinc com Date: 05/24/2018 Maintenance Re ponsibilitieslindemniftcation The Requester, 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, Requester may, with written City authorization, remove said instaflationtimprovement 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 Requester 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 Tien on the RequesWs property to recover costs of restoration. To the fullest extent permitted by laws Requester 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 casts of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right of-wr y. i have react and u the above statement and by signing this application I agree to Its terms. Signature: Date: 05/24/ 018 hls permit shall be posted on the site during construction. Please caul 407,688.6080 24 hours in advance to schedule a pre -pouf Inspection. Pre -pour Inspection by; _ Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Q Engineering Date: V Site Inspected by: Dater Special Permit Conditions: NOWT her 2015 ROW Use 0iiwew*y pdr 6124/2018 SCPA Parcel View: 17-20-31-5VC-0000-0340 n. _....... _.,. .,.e_.,._...w. _._,. _.....,......., .w—-..--- mot !Pr Rftr.QrA gard Parcel: 17.20-31-5VC-0000-0340 Property Address. 3769 HANWORTH LOOP SANFORD, FL 32773 Parcel Information Value Summary Parcel 117 20 31-5VC-0000-0340 j } 12018 working 2017 Certified 1 Owner( s) BRISSON WEST PROJECT I LLC E Values Values Property Address 3769 HANWORTH LOOP SANFORD FL 32773 Valuation Method CostlMarket Cost/Market Mailing 13601 RIGBY RD SUITE 300 MIAMISBURG OH 45342 5038 Number of Buildings 0 0 i s Depreciated Bldg Value i e . w_. .............. .. ,. a ati Subdivision Name i K N V j 1 SANFORD i j i Depreciated EXFT Value i Tax Districts S1 n. _ K ......... Land Value (Market) $67,000 $14,000 i DOR Use Code 00 VACANT RESIDENTIAL I I land Value Ag Exemptions r Just/MarketValue$67,000 $14,000 is Portability Adj j Save Our Homes Adj $0 $0 N j Amendment 1 Adj $0 $0 i P& G Adj $0 $0 Assessed Value $67,000 $14,000 t rTaxAmountwithoutSOH; $266.582017T xAmt $266.58 ESt Save Our Homes Savings: $0,00 1 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 34 t KENSINGTON RESERVE 1 PB 81 PGS 86-92 Taxes aTaxing Authority 1 Assessment Value s Exempt Values Taxable Value I a County General Fund 67,000 ' $0 67,000 Schools 67, 000 $0 67,000 City Sanford 67,000 - $0 67,000 SJWM(SaintJohns Water Management) 67,000 $0 $67,000 3 t County Bonds 67,000 $0 67,000 Sales Description I Date Book Page Amount Qualrfied I Vac/Imp Na Sales j ,... ..£ Smkm Land- Method 1 Frontage Depth Urnts Units Price Land Value LOT ' 0 00 0 QO 1 $67 000 OQ 67 000? A .......--.. ,- _. . Building Information Permits Permit # I Description Agency i Amount CO Date Permit Date a_ .. _ .,,_... .. .. ...,- ,.....-.._m_... s http://parceidetall. scpafl.org/PareelDetaillnfo.aspx?'PID=1720315VC00000340 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs t Date: - I hereby name and appoint: Tracy McDonald an agent of. NVR-Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (checkonly one option). ' The specific permit and application f work located at Street ddress) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC125756 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing; instrument was acknowledged before me th' day of 200_ jU by Robert Lattanzi who is m' or o who has produced as identification and who did (did not), take an oath. Signature Notary Seal) ' GV t R- Y MVAGAN LYNNE FOWLER w , •` MY OQMMISS{ON # GG 063253 EXPIRES' January 17' 2Q21 1- N Budget Notary $ ttev. 08.12) Print or type name Notary Public - State of Commission No My Commission Expires: BP200I03 CITY OF SANFORD 5/30/18 Application Inquiry - Fees 10:38:41 Application number: 18 00002450 Prcjperty . . . . : 3769 HANWORTH LP Flee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF 01-APPLCTN FEE -BUILDING 25.00 25.00 A BR 01-BLDG PLAN REVIEW 225.00 225.00 Bottom Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit F11=Change view F12=Cancel FlO=Amt billed CITY OF SAOFORD CUSTOMER RECEIPT oper. RANDA Type; GC Drawer; I Date: 5/30/18 @1 Receiat no., 1,31730 Year Number Amount 20,18 3769 44440RTH J, 31ANFORD FL 07,33 DUILDIN3 KR11T RECEIPTS 250M CK CHECK 198086 00 futal tendered @0 Total payment $250M Irans, date5/A/18 TiNe; 1@;41:32 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot34KensingtonReserveSantaRosaGR Builder Name: Ryan Homes Street: 3769 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 } 1. New construction or existing New (From Plans) 9, Wall Types (2658.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2 b. Frame - Wood, Exterior R=13.0 1088.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347,67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? Na 10. Ceiling Types (1392.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1296.00 ft2 6. Conditioned floor area above grade (W) 2560 b. Knee Wall (Vented) R=19.0 96.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(262.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 a. U-Factor: Dbl, U=0.35 209.48 ft2 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 48,00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.748 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1601.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=13.0 305.00 W None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 69.48 Glass/Floor Area: 0.103 PASSTotalBaselineLoads: 69.18 1 7 1 hereby certify that the plans and spe ifications covered by Review of the plans and S7.1.?, this calculation are in compliance wi the Florida Energy Code. specifications covered by this 01't'1113 ip calculation indicates compliance,,, F: with the Florida Energy Code. rrrEr ..,f Gi PREPARED BY: "`"^ _ Before construction is completed r1 DATE: 5-1(l-1R Sena Pratt this building will be inspected for compliance with Section 553.908 tom? i11W A I hereby certify that this building, as des' d, is in compliance Florida Statutes. with the Florida Energy Code. CpD OWNER/AGENT: BUILDING OFFICIAL: _ DATE: 51110101 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance 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). 5/10/2018 8:02 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 SQ.FT. CALC.'S UST FLR LIVING 1)64 Sa FT- 2ND FILM LIVING 1)96 $Q FT- TOTAL LIVING 2,5" $a FT- ENTRY 114 Sa FT- GARAGE 453 SOL FT. LANAI 242 SQ FT- TOTAL 336E $Q FT. 1HBBBBBBBBB OOWONW AFD OLAMO MrO LOACr 6ASD MO Brmw POF { 48000 COM CALL{ woRWAGE wwJcK00113m7m am 606m vw I fli 161-0 x T-v OIY D 5 26B9r-31i9 2 24 3060 CR 4 30M-32.16 3 fS 26-&A 4 3051/-3321 4 I5 26-54 5 305V-AOQa 5 50 3)25-94 5 26YW-3325 6 50 6060 SGD 4 265W-3m 1 33 2) 25-SW 4 2SAV-321 WIND DESIGN CRITERIA A BASIC UAND SPEED M NW (3 SECOND GUST) VUL.T-50 / VASD-IW MF44 B. INTERIAL PF -S&RE COEFR ENT-. E G. RISK CATEGORY -TYPE U O. E>(PO6lL7E CATEGORY C NOTE: VALUES FOR COMPONENTS, ! CLADDW. PRE56URIE ARE BASED ON TFE Vuk DE61GN WIND SPEED. FBCR 6TW ED. (20n) ALLOWS TFESE PRESSURES TO BE ML.TIPLIED BY O6 TO I'1=T TI-E AL O U6ZL.E OR NOMINAL TESTED VALUES USED BY PRODUCT MANFAGTUVERS. momLPFSOR TO DRYIWL NSTALLATICK CM ALL FPA*d h64'6aS TO' FFM UE FVISN FLOOR WILL 6E STRAY® APO TAEAT® W LORATE' A TERITE TREATED SPRAT r'oc A CABINET SECTION 3 in' D!L-TOP ar a7GD nurEo r•oc CABINET SECTION OH ER DETAIL 4'-8` m / P.T. fi76T ID. c ------BOX MORNING MORNING RM. COVERED LANAI ll•-OIXCI-6' @ (6 1 I p 21`-4ktl'-4' I 3'-4' l'-6' l'-IO' I l'-4' _ 34'-m• Q I I B I ' I 3 Ol L W 25-514 t 1 cRnuN Mau.D{F ! R/TIG To OCt6dOF O DUMM GREAT ROOM s'I Y-F'Ob f IS'-6ku'-• 9 TAY) YJ'CU6 s• I ! rcna tr f C45*7- oPr. I MatD / J i 1•u 4'-8' 6'-4• M 5'-6' / 7-SO' Y 8• 5'-4' 5'-6' 4' 4' Lew STD Lio dl — _. -- J LBW G Q 0 a1PANM nI 41 Y fl 4- CL ( . POWDER I I VOL STb LBW —y 5- Y (( - 0' tX4 fi7fiT c- f f ! GOND. R/ T LLL_--J m e DOL STD 1 I STUY II' 2—CAR GARAGB 6 2 M- SN 26-69 M.T. I ( 4 3 I ( ---Z ABV. -------- PORCH r f 9 rw- 0'xT-W i— — — — — — — — — 4 4•-0' '-4 4'-0' [-41,2'-& 4'-5' 2'-O' 40. _ O. FIRST FLOOR PLAN SC4L- E: 1/4 - I'-& ELEVATION •C• A R C N I T E C T S 6 Design Graufr,!. i" I N. RONALD RE AN BLVD. LONGWOOO. FL32750 P 407 774 078 FAK< 07-77-070 wwx 02,mm 0. At 000333325 _ P'. 1suimrv. & RAT: KENSINGTON RESERVE LOT 34) MODEM.: SANTA ROSA VERSION/ 01) PROJEC" 02997. 000/034R1 PAGE FIRST FLOOR PLAN DATE: 5 /7 /1 SSCAL 1/4"=1'70" 3 OF 9 CCWCPEW NO CLAMM LRFO LOAOd eAlIC MO EWMW FOR39OQiTS FOXAGE oe tnFl2OE wtntwo I S 56 t 3106/-33.V+ 2 S 98 t 31D6/-33.T6 3 6 3lOi/-33.1L 4 1 3L90/- 34b0 5 S 56 S 31D 61-t€O3 3050- 54 6 S EOW% t 3w/-33.T6 T b 3 SN t 31A6l-33.16 WIND DESIGN CRITERIA A. BASIC WIND SPEED "pw (3 SECOND GLIST) VILT- 50 ! VASD•IL6 HINW B. INTEI@7AL PRESSIARE GOEMCE3/T-- 16 C. RISK CATE:GORY-TYPE II D. E>q-09UM CATEGORY C NOTE, VALLES FOR COPI-ON@tTS t CLADDING PRESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. FECK 6tN E.D. (201T) ALLOWS TFESE PRESSLRES TO BE KLTIPLM0 BY Ob TO t'EEI THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MMLFACTtJIqIEFtS. RN1E L FOM TO DRFYALL ttltALI A" ON ALL FR4MM 119 E S r-C FFCM TIE Hft9 FLOCK WILLEE "ATED APO TFEAIED 011MATE' A 119"T TIXAT® !FRAY SECOND FLOOR PLAN SCALE: V4 . 1'-0' ELEVATION •C• A R C R IT E C T 5 Design Grou WhG. 1" I N. RONALD REAGAN BLVD. LONGV( 000. EL 32750 PN: dO747"079 FAX7- 774 78 nee:e" ao«o.a«n Nw 4Af 0003325 1111111111 0111111111 KENSINGTON RESERVE LOT 34) MODEMs SANTA ROSA VERSION/Oi) PROJECT*: 02997. 000 034R1 PAGE: SECOND FLOOR PLAN DATE: 5 / 7 /18 scAI.m 1/4"=1'-O" s lum 4 Or 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address; ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ST Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 Z F_f 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION No: Application Documented Construction Value: $,, -1 c,,5 z{ Job Address: 3769 Hanworth Loop Historic District: Yes No X.. Parcel ID: 17-20-31-5VC-0000-0340 Residential X Commercial Type of Work: New X 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 Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR Inc dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Arch itectlEngineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR C PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: Iune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 5/24/2018 ic 5/24/2018 Signat r 0 gent Date Si re o for/Agent Date Tracv McDonald Tracy McDonald Print Owner/Agent's Name 5/24/2018 Signature of Notary -State of Florida Date c, ar Pue^ MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 Qy 1 Pa EXPIRES: January 17, 2021 S f r7G Banded Thru Budget Notary Services Print Contractor/Agent's Name 5/24/2018 Signature of Notary -State of Florida Date a't P.-eMEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 sr 3tPo EXPIRES: January 17, 2021 Bonded Thru Budget Notary 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 g- Plumbing0 Gas[] Roof Construction Type: VPa Occupancy Use: fL Flood Zone: : = Total Sq Ft of Bldg: ? F,` Min. Occupancy Load: t „:7 # of Stories: 2 New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes No [R # of Heads APPROVALS: ZONING: to IN UTILITIES: ENGINEERING: . i C6_'' FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. C9 ' ` Plumbing - # of Fixtures \a Fire Alarm Permit: Yes No [A WASTE WATER: BUILDING: _ f Revised: June 30, 2015 Permit Application FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot34Kensington ReserveSantaRosaGR Builder Name: Ryan Homes Street: 3769 HANWORTH LOOP Permit Office: SANFORD 4 j 50City, State, Zip: SANFORD , FL, 32773 Permit Number: 8 - h Owner: Ei9 Jurisdiction: 1500 In Design Location: FL, Orlando County:: Seminole (Florida Climate Zon 1. New construction or existing New (From Plans) 9. Wall Types (2658.3 sqft.) Insulation ' A ea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft' b. Frame - Wood, Exterior R=13.0 1088.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347,67 ft2 4. Number of Bedrooms 3 d, N/A R= ft2 10. Ceiling Types (1392.0 sqft.) Insulation Area 5. Is this a worst ease? No a. Under Attic (Vented) R=38A 1296.00 ft2 6. Conditioned floor area above grade (ft') 2560 b. Knee Wall (Vented) R=19.0 96.00 ft' c. N/ A R= ft2 Conditioned floor area below grade (ft') 0 11. Ducts R ft2 7. Windows( 262.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 a. U- Factor: Dbl, U=0.35 209.48 ft2 SHGC: SHGC= 0.29 b. U- Factor. Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC= 0.29 a. Central Unit 3&5 SEER:15.00 c. U- Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC= 0.31 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.748 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Gap: 50 gallons 8. Floor Types (1601.0 sqft.) Insulation Area EF: 0.950 a. Slab - On -Grade Edge Insulation R=0.0 1296.00 ft2 b. Conservation features b. Floor over Garage R=130 305.00 ft2 None c. N/ A R= ft2 15. Credits Pstat Glass/Floor Area: 0.103 Total Proposed Modified Loads: 69.48 PASS Total Baseline Loads: 69.18 1 hereby certify that the plans and spe ifications covered by Review of the plans and Qi, 11iE S TgT this calculation are in compliance wi the Florida Energy specifications covered by this w Code. calculation indicates compliance,,,, with the Florida Energy Code. 7 PREPARED BY. __.-_____. ____` _ __ __ Before construction is completed DATE: -___ this building will be inspected for compliance with Section 553.908 hereby certify that this building, as des' d, is in compliance Florida Statutes. with the Florida Energy Code. GQf1 WE OWNER/AGENT: _ _______ _____ __ ________ ___ BUILDING OFFICIAL: DATE: __._ _ ..5/ 10/2018_ _ DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with R403.3.2.1. Compliance 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). 5/10/ 2018 8:02 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot34KensingtonReserveSant Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2560 Lot ff 34 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 3769 HANWORTH LO 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 Design Temp Int Design Temp Heating Design Daily Temp V 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 Name Area Volume I Blockl 2560 23808 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2560 23808 Yes 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage Main --- --- 305 ft2 13 0 0 1 2 Slab -On -Grade Edge Insulatio Main 131 ft 0 1296 ft2 --- 0.38 0 0.62 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1791 ft2 400 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic 1 -_ 11 - ------ -- - -- ---------- - ----- Vented 300 1601 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 36 ft2 0.11 Wood 2 Knee Wall (Vented) Main 19 Batt 60 ft2 0.11 Wood 3 Under Attic (Vented) Main 38 Blown 1296 ft2 0.11 Wood 5/10/2018 8:02 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.11 Compliant Software Page 2 of 5 F0RMR4U5-2U17 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below DOORS V# Ornt DoorType Space Storms U-Value Width Height Area WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 4 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 5O ft' 1 ft 0 in I ft 2 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 5v10/20188x2mw snorgyoauo*<§)USA 'naneoaonSection *4om.1Compliant aon~am Page omn FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000384 2579.2 141.59 266.29 .3452 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF: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 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 512 ftz Attic 128 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar HeatinHJan Feb Mar Apr APr Ma X Jun X Jul ri Au Se Oct Ma Jun Jul Au XjSeP Oct NovDec Nov HXDec HVentinJanFebXMarAr [ t Ma [ Jun [ Jul Aug Se [ Oct ttlNov Dec 5/ 10/2018 8:02 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 Cooling (WD) AM 78 78 78 78 78 PM 80 80 78 78 78 Cooling (WEH) AM 78 78 78 78 78 PM 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 PM 68 68 68 68 68 Heating (WEH) AM 66 66 66 66 66 PM 68 68 68 68 68 Hours 6 7 8 9 10 11 12 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 68 68 68 68 66 66 5/10/2018 8:02 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3769 HANWORTH LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftZ) 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ftzSingle-family b. Frame - Wood, Exterior R=13.0 1088.00 ft 1 c. Frame - Wood, Adjacent R=13.0 347.67 ftZ 3 d. N/A R= ftZ 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1296.00 ftZ 2560 b. Knee Wall (Vented) R=19.0 96.00 ftZ c. N/A R= ftZ Area 11. Ducts R ftZ 209.48Area ftZ a. Sup: Attic, Ret: Attic, AH: Main 6 512 48.00 ftZ 12. Cooling systems kBtu/hr Efficiency 5.00 ftZ a. Central Unit 38.5 SEER:15.00 ftZ 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 38.0 HSPF:8.50 6.748 ft. 0.290 Insulation Area 14. Hot water systems Gap: 50 gallons R=0.0 1296.00 flZ a. Electric EF: 0.95 R=13.0 305.00 ftZ b. Conservation features R= ftZ None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy sqy4W features which will be installed (or exceeded) in this home before final inspection. X:rsr, e, a new EPL Display Card will be completed based on installed Code compliant,. Builder Signature: Address of New Home: 3769 Date: 5/10/2018 City/FL Zip: 32773 yOFV14E ST,g1 0 Vfrrtf t r COD Wl~J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at 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. 5/10/2018 8:02 AM EnergyGauge® USA - FlaRes2017 - 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 ADDRESS: 3769 HANWORTH LOOP Permit Number: 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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)(f), (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-buming 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/10/2018 8:03 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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 rooms 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 limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 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, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. 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. R403.3.3 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. 2. 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 manufacturer's 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 (1WC) 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 UL 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. 5/10/2018 8:03 AM EnergyGauge® 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 both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/1 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 efficiencies (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(s) 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 system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. 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 R403.6.1. 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. 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-11 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 R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/10/2018 8:03 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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 CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb 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. R403.7.1.2 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 (10°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. 3. 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 minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z. 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/10/2018 8:03 AM EnergyGauge® 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 (Mandatorylie 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. 5/10/2018 8:03 AM 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: 0 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) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/10/2018 8:01:51 AM EnergyGaugeS - USRCSB v6.0 Page 1 of 1 wrightsoW Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3769 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Job: LotWensingtonReserv... Date: 3/31 /2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 31912 Btuh Entering coil DB: 77.6°F Outdoor design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 37151 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 33986 Btuh 106% of load Latent capacity: 6921 Btuh 132% of load Total capacity: 40908 Btuh 110% of load SHR: 83% Design Conditions Outdoor design DB: 42.3°F Heat loss: 28118 Btuh Entering coil DB: 69.1°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: 34729 Btuh 124% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 8.3 kW 101 % of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft, 2018-May-10 08:15:00 1.., ...h., , . Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 1 ntaRosaGRlLot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E Component Constructions Job: Lot34KensingtonReserv... wrightsoft- Date: 3/31/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3769 HANWORTH LOOP, SANFORD, FL 32773 Location: Orlando/Jetport, FL, US Elevation: 105 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Walls 6. Indoor temperature (OF) Design TD (IF) Relative humidity (%} Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 0.8 45.8 Simplified Average 0 Or Area U-value Insult R Htg HTM Loss Glg HTM Gain IF Btuhtft "F tF-°FBtuh Btuh/W Btuh BtuhV Btu 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2 gypsum board int n fnsh, 2"x4" wood frm, 16" o.c. stud e s w all 166-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n gypsum board int fnsh w all Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh e s w all Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum (ward ink fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e ft overhang (5 ft window ht, 1.17 ft sep.); 6,67 ft head ht W all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6 it overhang (6.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht 212 0.091 13.0 2.52 534 2.85 604 275 0.091 13.0 2.52 693 2.85 783 272 0.091 13.0 2.52 686 2.85 774 264 0.091 13.0 2.52 665 2.85 752 1023 0.091 13.0 2.52 2579 2.85 2912 30 0.049 19.0 1.36 41 2.66 80 36 0.049 19.0 1.36 49 2.66 96 66 0.049 19.0 1.36 90 2.66 176 204 0.201 4.1 5.57 1136 5.29 1080 114 0.201 4.1 5.57 637 5.29 606 420 0.201 4.1 5.57 2338 5.29 2224 292 0.201 4.1 5.57 1624 5.29 1544 1030 0.201 4.1 5.57 5735 5.29 5454 330 0,091 13.0 2.52 831 1.45 479 30 0.350 0 9.69 291 10.5 314 45 0.350 0 9.69 436 29.0 1303 15 0.350 0 9.69 145 29.0 434 90 0.350 0 9.69 873 22.8 2051 48 0.620 0 17.2 824 16.9 812 39 0.350 0 9.69 377 14.8 576 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 5 0.340 0 9.42 47 30.4 152 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht wrilghtsaft`° 2018-May-10 08:15:00 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ntaRosaGR\Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 49 0.350 0 9.69 475 29.0 1420 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 1.33 If sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 33 0.350 0 9.69 317 10.5 342 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 12 It overhang (5.3 It window ht, 0.17 ft sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1569 0.026 38.0 0.72 1130 1.41 2217 gypsum board int fnsh Floors 20P-13t: Flr floor, frm flr, 12" thkns, r-13 cav ins, gar ovr 306 0,068 13.0 1.88 575 0.98 298 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 27.4 3589 0 0 wrilghtsoft" 2018-May-10 08:15:00 Right -Suited Universal 201$ 18.0.13 RSU23828 Page 2 MCA...ntaRosaGR\Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E Project Summary Job: LotWensingtonReserv... wrightsoft- Date: 3/31/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryyan Homes 399 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 05-10-18 SRP Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 22597 Btuh Ducts 5521 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28118 Btuh Infiltration Method Construction quality Fireplaces Orlando/Jetport, FL, US Simplified Average Heating Coolingg Area (ft2) 2560 2560 Volume (ft3) 22673 22673 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 155 79 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AHRI ref :8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 IF Backup: 8.5 HSPF 38000 Btuh @ 470F 27 0 1283 cfm 0.046 cfm/Btuh 0.40 in H2O Input = 8 kW, Output = 28445 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 23118 Btuh Ducts 8794 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 31912 Btuh Latent Cooling Equipment Load Sizing Structure 3461 Btuh Ducts 1778 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5239 Btuh Equipment Total Load (Sen+Lat) 37151 Btuh Req. total capacity at 0.75 SHR 3.5 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref :8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 28875 Btuh Latent cooling 9625 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.040 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-May-10 08:15:00 Right-Suitee Universal 2018 18.0.13 RSU23828 page 1 ntaRosaGR\Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E 9- wrightsoft` Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot34Kensing ton ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Entire House Great 2 Exposed wail 279.0 f1 35.5 ft 3 Room height 8.6 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 375.1 ft 5 Room area 2623.5 ft2 375.1 W Ty Construction U-value Or HTM Area (119 Load Area (ft2) Load number Btutdit2-'F) BtufYft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vit 12C-Osw 0,091 n 2.52 2,85 242 212 534 604 0 0 0 0 G 2A-2om 0.350 n 9.69 10.46 30 0 291 314 0 0 0 0 W 16B-19ad 0.049 n 1.36 2.66 30 30 41 80 0 0 0 0 Blk wall, stucco ext 0.201 n 5.57 5.29 252 204 1136 1080 149 149 831 791 11 2A-2omd 0.620 n 17.17 16.92 48 0 824 812 0 0 0 0 y! 12C-Osw 0.091 a 2.52 285 320 275 693 783 0 0 0 0 2A- 2om 0.350 a 9.69 28,96 45 0 436 1303 0 0 0 0 Blk wall, stucco ext 0,201 a 5.57 5.29 177 114 637 606 0 0 0 0 2A- 2om 0.350 a 9.69 14.82 39 30 377 576 0 0 0 0 11DO 0.390 a 10.80 12.03 24 24 259 289 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 272 272 686 774 0 0 0 0 W Blk wall, stucco ext 0,201 s 5.57 5.29 420 420 2338 2224 0 0 0 0 12C- Osw 0.091 w 2.52 2.85 284 264 665 752 0 0 0 0 2A- 2om 0.350 w 9.69 28.96 15 0 145 434 0 0 0 0 2B- 2fm 0.340 w 9.42 30,36 5 0 47 152 0 0 0 0 W 168-19ad 0.049 w 1.36 266 36 36 49 96 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 5.29 373 292 1624 1544 182 149 831 791 2A- 2om 0.350 w 9.69 28.96 49 0 475 1420 0 0 0 0 2A- 2om 0.350 w 9.69 10.46 33 33 317 342 33 33 317 342 R D 12C- Osw 0,091 2.52 1.45 348 330 831 479 225 225 567 327 11DO 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0 F 2DP-131 0-068 1,88 0.98 306 306 575 298 0 0 0 0 F 22A-tot 0.989 27.40 0.00 1264 131 3589 0 375 36 973 0 6 c) AED excursion 549 431 Envelope loss/gain 17894 17941 3520 2681 12 a) Infiltration 4703 1522 647 210 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/ other 2505 0 Subtotal ( lines 6 to 13) 22597 23118 4167 3581 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22597 23118 4167 3581 Ductloads 1 241% 381% 5521 8794 25% 421% 1053 1515 r Total room load 28118 31912 5220 5096 Air required (cfm) 1283 1283 238 205 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t"{. r- wrt/ghts atlNt- 2018-May-10 08:15:00 Mri•- ^- - y Right-Suiteo Universal 2018 18.0.13 RSU23828 Page 1 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E 9- wrightsoft* Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CFQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotWensingtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Study Powder 2 Exposed wall 26.0 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 14.0 x 12.0 ft 168.0 ft2 7.5 x 6.0 it 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ftq Load number BtufVft2-OF) Btuhft2) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W I- G 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 Elk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 Yy 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0G Blk waif, stucco ext O.201 a 5.57 5.29 131 92 511 486 0 0 0 0 2A-2om 0,350 a 9.69 14.82 39 30 377 576 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 W Elk wall, stucco ext 0,201 s 5.57 5.29 112 112 624 593 0 0 0 0 Vf! 12C-0sw 0.091 w 2.52 2.85 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 L{ 2B-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 Elk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2orn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10,46 0 0 0 0 0 0 0 0 P L--D 12C-Osw 0.091 Z52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tol 0,989 27.40 0.00 168 26 712 0 45 0 0 0 6 c) AED excursion 118 3 Envelope loss/gain 2224 1537 0 3 12 a) Infiltration 474 153 0 0 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 50 Subtotal (lines 6 to 13) 2698 1920 0 47 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 123 185 114 14 Subtotal 2898 2043 185 161 151 uct loads 1 25 % 421% 732 864 25 % 1 42% 47 68 Total room load 3631 29011 232 229 Air required (cfm) 166 117 11 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4k- wrtghlsott^ 2018-May-10 08:15:00 w•-w.w-•- uT- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 niaRosaGR\Lot34KensingtonReserveSantaRosaGR.rup Cale = MJ8 House faces: E V- wrightsoft, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 hone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot34KensingtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Dinette/Kitchen Bdrm 2 2 Exposed wall 22.5 ft 28.0 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 427.4 ft 427. 4 f12 1. 0 x 184.5 ft 184. 5 ft2 Ty Construction U-value Or HTM Area (ftq Load Area (ft2) Load number Btuhlft2-'F) BtufYft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yf L- G 12C- Osw 2A- 2om 168. 19ad 0. 091 0, 350 0. 049 n n n 2. 52 9. 69 1. 36 2. 85 10. 46 2. 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W11 yt t G Blk wall, stucco ext 2A- 2omd 0, 201 0. 620 n n 5, 57 17. 17 5. 29 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I--- G 12C- Osw 2A- 2on Blk wall, stucco ext 0. 091 0. 350 0. 201 a a a 2. 52 9. 69 5. 57 285 28. 96 5. 29 0 0 47 0 0 23 0 0 126 0 0 120 112 15 0 97 0 0 245 145 0 276 434 0 2A- 2on 11D0 0. 350 0. 390 a a 9. 69 10, 80 14, 82 12. 03 0 24 0 24 0 259 0 289 0 0 0 0 0 0 0 0 W W 12C- Osw Blk wall, stucco ext 12C- Osw 0. 091 0, 201 0. 091 s s w 2. 52 5. 57 2. 52 2. 85 5. 29 2. 85 0 149 0 0 149 0 0 831 0 0 791 0 112 0 0 112 0 0 282 0 0 319 0 0 2A- 2om 2B- 2fm 0. 350 0. 340 w w 9. 69 9. 42 28. 96 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W r' f.. 16B- 19ad Blk wall, stucco ext 2A- 2om 0. 049 0. 201 0. 350 w w w 1. 36 5. 57 9, 69 2. 66 5. 29 28.% 0 14 0 0 14 0 0 78 0 0 74 0 0 0 0 0 0 0 0 0 0 0 0 0 LLL---- iGGj P 2A- 2on 12C- Osw 0. 350 0. 091 w 9.69 2. 52 10. 46 1. 45 0 122 0 105 0 264 0 152 0 0 0 0 0 0 0 0 L-- D 11 D0 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C 166-38ad 0.026 0.72 1,41 0 0 0 0 185 185 133 261 F 2DP-131 0.068 1,88 0.98 0 0 0 0 0 0 0 0 F 22A-W 0.989 27.40 0.00 427 23 616 0 0 0 0 0 6 c) AED excursion 173 69 Envelope loss/gain 2368 1468 805 1359 12 a) Infiltration 410 133 438 142 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupahts @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 2778 2801 1243 1501 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 123 0 0 14 Subtotal 2979 2924 1243 1501 15 Duct loads 125% 42°% 753 11237 23°% 1 32% 283 483 Total room load 3731 4160 1 1525 1%4 Air required (cfm) 170 167 70 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1+" wr/gF t ssolY 2018-May-10 08:15:00 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 3 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E 9- wrightsoft, Right-J4 Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot34Ken sing ton ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Bdrm 3 Bthrm 1 2 Exposed wall 12.0 ft 6.0 ft 3 Room height 8.0 ft heal/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 149.5 It 11.0 x 6.0 ft 5 Room area 149.5 ft2 66.0 It' Ty Construction U-value Or HTM Area (ft-) Load Area (ft2) Load number BtutYft2-'F) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.36 266 0 0 0 0 0 0 0 0 Vet Blk wall, stucco ext 0.201 n 5,57 5.29 0 0 0 0 0 0 0 0 11 t--( 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 yf 12C-Osw 0.091 a 2.52 2.85 96 81 204 231 0 0 0 0 G 2A-2om 0.350 a 9.69 28.96 15 0 145 434 0 0 0 0 wall, stucco ext 0.201 a 5.57 5,29 0 0 0 0 0 0 0 0 TjElk 2A-2om 0.350 a 9.69 14.82 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 285 0 0 0 0 48 48 121 137 W Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 v 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 l- G 2A-2om 26- 2fm 0. 350 0. 340 w w 9. 69 9. 42 28. 96 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GW 166-19ad Blk wall, stucco ext 2A- 2om 0. 049 0. 201 0. 350 w w w 1, 36 5. 57 9. 69 2. 66 5. 29 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P I- D 2A- 2om 12C- Osw 0. 350 0. 091 w 9.69 2. 52 10. 46 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16838ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F 20P-13t 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F 22A-tol 0.989 2T40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 93 15 Envelope loss/gain 609 1048 169 215 12 a) Infiltration 188 61 94 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 7% 1108 262 245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7% 1108 262 245 1151 Duct loads 1 23% 321% 181 357 231/6 329/6 1 60 79 Total room bad 977 1465 322 324 Air required (cfm) 45 59 15 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pl. b wr Fstsol°t 2018-May-10 08:15:00 ro•..•.. - -- -. Right-SuileO Universal 2018 MO RSU23828 Page 4 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E wrightsoft4 Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot34Kensing ton ReserveSa... Date: 3/31 /2015 By: FJF i Room name Mstr WIC Mstr Bthrm 2 Exposed wall 25.5 ft 10.0 ft 3 Room height 8.0 ft heat/cool 0 ft heat/cool 4 Room dimensions 1.0 x 159.3 ft 1.0 x 98.0 ft 5 Room area 159.3 ft2 98.0 ft2 Ty Construction number U- value BtutYft2-. F) Or HTM BtutVft2) Area ( ft2) or perimeter (h) Load Btuh) Area ( it--) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W 12C-Osw 0,091 n 2.52 285 0 0 0 0 0 0 0 0 I- G 2A-2om 166. 19ad 0. 350 0. 049 n n 9. 69 1. 36 10, 46 2. 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W11 t--t Blk wall, stucco ext 2A- 2omd 0. 201 0. 620 n n 5. 57 17. 17 5. 29 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 a a a 2. 52 9. 69 5. 57 2. 85 28, 96 5. 29 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 11DO 0. 350 0. 390 a a 9. 69 10. 80 14. 82 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 12C- Osw Blk wall, stucco ext 12C- Osw 0. 091 0. 201 0. 091 s s w 2. 52 5. 57 2. 52 2. 85 5. 29 2. 85 112 0 68 112 0 68 282 0 171 319 0 194 0 0 68 0 0 63 0 0 159 0 0 179 2A- 2om 2B- 2fm 0. 350 0. 340 w w 9. 69 9. 42 28. 96 30. 36 0 0 0 0 0 0 0 0 0 5 0 0 0 47 0 152 W V G 16B- 19ad Blk wall, stucco ext 2A- 2om 0. 049 0. 201 0. 350 w w w 1. 36 5. 57 9. 69 Z66 5. 29 28. 96 24 0 0 24 0 0 33 0 0 64 0 0 12 0 0 12 0 0 16 0 0 32 0 0 t- G 2A-2om 12C- Osw 0. 350 0. 091 w 9.69 2. 52 10. 46 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 159 159 115 225 98 98 71 138 F 2OP-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 54 52 Envelope loss/gain 601 747 293 554 12 a) Infiltration 399 129 156 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 1Appliances/other 0 0 Subtotal ( lines 6 to 13) 1000 876 449 604 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1000 876 449 604 15 Duct loads 23% 32% 227 282 23% 1 32% 102 195 Total room load 1227 1159 551 799 Air required (cfm) I 56 47 25 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r} t- wrlgt l oFC^ ^---- Right - Suited Universal 2018 18.O.t3 RSU23828 20/ 8-May-10 08:15:00Page 5 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E qw wrightsoft° Right-JQ Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot34Kensing ton ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Mstr Bdrm Mstr WC 2 Exposed wall 34.5 It 0 ft 3 Room Height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 18.5 x 16.0 It 3.5 x 5.5 It 5 Room area 2%.0 112 19.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (112) Load number Btuh/fie-°F) BtufVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjf 12C-Osw 0.091 n Z52 2,85 128 113 285 322 0 0 0 0 I- 2A-2om 0,350 n 9.69 10,46 15 0 145 157 0 0 0 0 W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0201 n 5.57 5.29 0 0 0 0 0 0 0 0 1 t 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 t- G 12C- Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 28.% 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 a 5,57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0,350 a 9.69 14.82 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0201 s 5.57 5.29 0 0 0 0 0 0 0 0 Vjf 12C-Osw 0.091 w 2.52 2.85 148 133 335 379 0 0 0 0 2A- 2om 0.350 w 9.69 28.% 15 0 145 434 0 0 0 0 1 a-(3 26- 2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 5.29 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 2A- 2orn 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.52 1.45 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 16B-38ad 0,026 0.72 1.41 296 296 213 418 19 19 14 27 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 36 2 Envelope loss/gain 1124 1745 14 26 12 a) Infiltration 539 175 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 1663 2750 14 26 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1663 2750 14 26 Duct loads 23% 329/o 378 886 23% 32% 3 8 r Total room load 2042 3636 17 34 Air rewired (cfm) 93 146 1 1- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfgt tm o1 t^ 2018-May-10 08:15:00 Right - Suites Universal 2018 18.0,13 RSU23828 Page 6 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E F wrightsoft* Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-3 3-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot34Kensington ReserveSa... Date: 3/31/2015 By: FJF 1 Room name loft Laundry 2 Exposed wall 32.0 it 0 it 3 Room height 8.0 it heat/cod 8.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 345.5 ft 345. 5 ftz 7. 0 x 6.0 it 42. 0 ftz Ty Construction U-value Or HTM Area (fig Load Area (fig Load number BtutVft2- °F) BtutVft2) or perimeter (ft) Btuh) or perimeter (it) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 yl 12C-0sw 0.091 n 252 2.85 114 99 250 282 0 0 0 0 L { 2A-2om 0,350 n 9.69 10.46 15 0 145 157 0 0 0 0 W 16B-19ad 0.049 n 1.36 2.66 30 30 41 80 0 0 0 0 Vf Elk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 C 2A-2omd 0.620 n 17-17 16.92 0 0 0 0 0 0 0 0 t- G 12C- Osw 0.091 a 2.52 2.85 112 97 245 276 0 0 0 0 2A- 2om 0.350 a 9.69 28.96 15 0 145 434 0 0 0 0 Blk wall, stucco ext 0,201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0,350 a 9.69 14.82 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 W Elk wall, stucco ext O.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2.52 2.85 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 2B- 2fm 0.340 w 9,42 30.36 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 w 1,36 2.66 0 0 0 0 0 0 0 0 Elk wall, stucco ext 0201 w 5.57 5.29 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 L-- n 2A- 2om 12C- 0sw 0. 350 0, 091 w 9.69 2, 52 10. 46 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.72 1.41 346 346 249 488 42 42 30 59 F 20P-13t 0,068 1.88 0.98 225 225 424 220 0 0 0 0 F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 64 38 Envelope loss/gain 1499 1873 30 21 12 a) Infiltration 500 162 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1999 2035 30 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1999 2035 30 621 15 Ductloads 23% 32% 1 455 656 231% 321/6 7 200 Total room load 2453 2690 37 821 Air required (cfm) 112 108 2 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t"}. h anrrtghCsa sa1F! 2018-May-10 08:15:00 A( A. - -•• Right- SuileO Universal 2018 18.0.13 RSU23828 Page 7 ntaRosaGRlLot34KensingtonReserveSantaRosaGR. rup Calc = MJ8 House faces: E 7 A. wrightsoft, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot34Kensing ton ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Morning Pantry 2 Exposed wall 41.0 It 6.0 it 3 Room height 9.3 ft deaf/cool 9.3 ft heal/cool 4 5 Room dimensions Room area 19. 0 x 11.0 ft 209- 0 ft2 6. 5 x 6.0 ft 39. 0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtutVft2-'F) 13tutVfl2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Wf L_ G 12C- Osw 0,091 n 2.52 285 0 0 0 0 0 0 0 0 2A- 2om O.3W n 9,69 10.46 0 0 0 0 0 0 0 0 W 166-19ad 0.049 n 1,36 2.66 0 0 0 0 0 0 0 0 yf G Blk wall, stucco ext 0.201 n 5.57 5.29 103 55 304 289 0 0 0 0 1 t 2A-2omd 0.620 n 17.17 16.92 48 0 824 812 0 0 0 0 yJ 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 a 9,69 28.96 0 0 0 0 0 0 0 0 V6Blk wall, stucco ext 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 14.82 0 0 0 0 0 0 0 0 11DO 0.390 a 10.80 12,03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5.29 103 103 572 544 56 56 312 297 12C- Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 28.% 0 0 0 0 0 0 0 0 2B- 2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1.36 266 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 5.29 177 128 714 679 0 0 0 0 2A- 2om 0.350 w 9.69 28.96 49 0 475 1420 0 0 0 0 2A- 2om 12C- Osw 0. 350 0. 091 w 9.69 2. 52 10. 46 1, 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL.- O 11D0 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.72 1.41 209 209 151 295 0 0 0 0 F 20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27,40 0,00 209 41 1123 0 39 6 164 0 6 c) AED excursion 357 22 Envelope loss/gain 4164 43% 476 274 12 a) Infiltration 748 242 109 35 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 50 Subtotal ( lines 6 to 13) 4912 4643 5861 360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 586 360 14 Subtotal 4912 4643 0 0 15 Duct loads 259/. 42% 1 1241 1964 259/6 42% 0 0 Total room load 6152 6608 1 0 0 Air required (cfm) 281 266 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- May-10 08:15:00 Right- SuiteO Universal 2018 18.0.13 RSU23828 Page 8 ntaRosaGR\ Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E wrightsoft® Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: Ryan Homes 3769 HANWORTH LOOP, SANFORD, FL 32773 Job: LotMKensingtonReserv... Date: 3/31 /2015 By: FJF Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.260 in/100ft 0.260 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 131 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1984 70 80 0.399 6.0 Ox 0 VIFx 15.3 70.0 Bdnn 3 c 1465 45 59 0.383 6.0 Ox 0 V I Fx 18.8 70.0 Bthrm 1 h 322 15 13 0.443 4.0 Ox 0 VIFx 6.7 70.0 Dinette/Kitchen h 1866 85 84 0,310 6.0 Ox 0 VIFx 14.5 95.0 SO Dinette/Kitchen-A h 1866 85 84 0.302 6.0 Ox 0 VIFx 17.7 95.0 stl Great h 5220 238 205 0.267 9.0 Ox 0 VIFx 32.1 95.0 SO Laundry c 821 2 33 0.451 4.0 Ox 0 VIFx 5.4 70.0 Morning h 6152 281 266 0.260 9.0 Ox 0 VIFx 25.9 105.0 stl Mstr Bdrm C 3636 93 146 0.372 8.0 Ox 0 VIFx 21.4 70.0 Mstr Bthrm c 799 25 32 0.429 5.0 Ox 0 VIFx 9.2 70.0 Mstr WC c 34 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr WIC h 1227 56 47 0.445 5.0 Ox 0 VIFx 6.4 70.0 Powder h 232 11 9 0.305 4.0 Ox 0 VIFx 16.4 95.0 stl Study h 3631 166 117 0.296 7.0 Ox 0 VIFx 19.7 95.0 stl loft h 2453 112 108 0.369 6.0 Ox 0 VIFx 22.2 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 865 764 0.260 620 16.0 0 x 0 VinlFlx wrightsoft'° 2018-May-10 08:15:01 Right-SuileO Universal 2018 18.0.13 RSU23828 Page 1 ntaRosaGRlLot34KensingtonReserveSantaRosaGR rup Calc = MJ8 House faces: E Name Grille Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1283 1283 0 0 0 0 Ox 0 VlFx wrightsoft 2018-May-10 08:15:01 Right-SuiteO Universal 2018 18 0. 13 RSU23828 Page 2 taRosaGR\Lot34KensingtonReserveSantaRosaGR.rup Calc = MJ8 House faces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot34KensingtonReserveSantaRosaGR Builder Name: Ryan Homes Street: 3769 HANWORTH LOOP 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. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P 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 framing 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 1 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 spac 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 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 between fire sodnkler cover plates and walls or cellinas- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/10/2018 8:03 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 kitchen vent to 1OX3 1/4' wait cap 3' bath duct to roof cap w/fan Nutone 696RNB 3) 25-$H MORNIN ROOM 265 12x12 1wcd DINETTE, KrKHEN 10 XV wed 10x6 1wcd 7 85 85 6' ED 6' PANTRY 8x4 1 w 1 PUwVhK V-4- CL& Cj 71 5 1211x6 1wcd STUDY FOYER 9'-4- CM 20x6 wall rag LANAI T-4' CLC% GREAT ROOM V-4' CL& 205114x8 1wcd 3.5 TON W/8KW 2240V IPH 18x13 pten 24x14 rad platform by bldr Z-1scale :1/8'=1101 j 2-CAR GARAGE V-41 CLG, Transfer dugtgp/cg 611es sized in compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 inch undercut on door-s-to habitable W-O!"'XIT-01 ow4p--- 42X42 A/C SLAB41- BY BLDR MIN 2 FROM WALL PAD;' Must have a minimum clearance of 4 inches around the air handier per the State Energy code. All duct has an r=6 Insulation value. Li Li 0 Li v--q Lr1 C5 0) V) E 0 U-) 0 L.D 4 C) 0i 4-) V) 77 y) 1 0 11;4- LLJ M Q V) M Y cD LL- z 0 V) M U-1 z 0 I-- m 1 0 Q X 3' bath duct to roof cap 4' dryer duct w/fantoroofcap w/dryer vent box Nutone 696RNB IE P 4-1114 SOFOG 2-6 OF NIS. V4V CLQ6 Mors SUITE 5• 8 4 lwcd W-V CL& lOx6 lwcd 45 lOx6 lwcd 16 qn 4' 5' 35 16 16 rag 14x8 lwcdx ILL 8x4 wcd 145Y'1 L A 4 4 18, AP "5 3' bath duct 8 4 lwcd OXIO lOx6 lwcd 110 W-2' to roof cap lox lwcd w/f an Nutone 696RNB all 12Ox6 w ra 6' RRIORnm 2 1 20x6 wall rag 60 lOx6 lwcd W-W as LM V-ff CLdL W4V CUL CJAWU) 1BOMS EGFEN j Must have a minimum clearance of 4 inches around the air handier per the State Energy code, All duct has an r=6 Insulation value. LLJ LLJ LLJ LrI d 0) LO E 0 l_— U-) 0 Cis L.D I CD d IJ 9- 1 V) I d C M 1 d I- Li M CY 0 MY CD z 0 W a i.— M UJ F- 1 0 :D CO CL i (/) 0 L-ts-rbq i4aA)sk,A rip CFe- 3 4 A ` IL 1 4 50 1t DESCRIPTION AS FURNISHED: Lot 34, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan HomesINVR Inc. LOT 38 LOT 37 Cq O O LOT 33 ti S00*1 9'09 60. 00' 37.13' I LOT 34 10.00, 1 18.7 21.3' LANAI 37.13' LOT 36 13 P (B -2,45o Ok to construct single family home with setbacks and impervious area shown on plan. _34o - (o 'fo snip. 10.00, ELJ in PROPOSED MODEL SANTA ROSA — C 2 CAR GARAGE RIGHT -, A/C W\MORNING RM, WILANAI 6.50' 10.00' 18.7' A,6ruil2. 0' C 21.3' 1 ' 0,00, WAL DRIVE 27.2 C 25.20' 25.20' 25.8 7' LOT 35 10' UTIL ESMT Ll . . . 34.95' P.G. 5' CONC. WALK B.B.) S00*19'09T 60. 00' rP T—THANXOR-1-1i LOOP 50' R/W (PRIVATE ROAD) PROPOSED = FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT = 251 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20 PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE 2,524± SQUARE FEET OR 36.69 SIDE 5' FOR 40' LOTS LOT GRADING TYPE A 00± SQUARE FEET SIDE 7.5' FOR 60' LOTS LOTINGCOAREAPROPOSEDFINISHFLOORPERPLANS = 29.3 a 1,714± SIDE 10' FOR 75' LOTSLIVCONTAINSSQUAREFEETCONS, LAANAIIPORCH CONTAINS 810± SQUARE FEET SIDE STREET - 25' CRUSEjVffEjM? — SCOTT cP,- x,1,S_,'YS_,OC, 1AIC — 1A,1VD SURVEYORS, LErCND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14.36 P • PLAT Plot. • POINT ON LINE NOTES: F FIELD TYP. TYPICAL 01pIROPIPEPJLC. • PO F REVERSE CURVATURE 1. ME UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I PAC. POINT C AlIRONRODNTOF ((IMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C. M. CONCRETE MONUMENT RA& RADIAL MR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. Srtk1/2' I.R. ./PLO 4596 REC. RECOVERED W.P.• WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS a. POINT OF BEGINNING CALL. CALCULATED P.O.B. OR EASEMENTS THAT AFFECT THIS PROPERTY. ERREENO:C. • POINT OF COMMENCEMENT P PA' • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE LOCATED UNLESS OTHERWISE SHOWN. i • CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY is PREPARED FOR THE SOLE armmr of THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N& NAIL t DISK a S L, • BUILDING SETBACK LINE SA. BENCHMARK DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED To RccoNsTRUrcr BOUNDARY LINES 0RIGHT-OF-WAY SmT. ASEMICHT B.B. ASE REARING Er, I ON THE LINE SHOWN AS BASE BEARING ( .9) 7. BEARINGS, ARE BASED ASSUMED DATUM A140 , I B . DRAIN. DRAINAGE S. ELEVATIONS, IF SHOWN. ARE BASED ON NA17OfAL CEODE77C VCR77CAL DATUM OF 1929. UNLESS OTHERWISE NOTED UTIL. • UTILITY CLFC CHAIN LINK FENCE 9. CERTIFICATE OF AUT.*4CMZ4T1ON No. 4596. D. F C WOOD FENCE CONCRETE BLOCK SCALE I- I' By.. P. C. POINT OF CURVATURE P. T. • POINT OF TANGENCY @ CERTIFIED BY: ORDER N., DESC, BE SCRtPtIOH R RADIUS PLOT PLAN 04-25-2016 2601-18 L A LENGTH 0• DELTA HODCCHORDC. B.CHORD BEARING NORTH rt THIS BUILDING/PROPERTY DOES NOT LIE WITHIN vl W. THE ESTABLISHED X. 100 YEAR MAP FLOOD PLANE AS PER "FIRM' T12117CO09OF (09- 28-07) JA SCOTT, R,LO6 RUSEN ER. R.L.S. # 7,74 ZONE *X' IF .S I 4801 I Ow City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 8 - 2 4 50 Project Location Address' (-O 40—AD r c"IQ As required by Florida Statute 553.842 and Florida Administrative Cod e'*QU'.3e(ease 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.floridabuildin_q.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging, Therma Tru Ply -Gem Smooth Star 20461 -R3 Sliding 4780 SGID 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2 Roll 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 Description Florida Approval # includinq decimal 3. Panel Walls 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. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Unqeqa ents 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 Roofing Systems 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 - RI 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 A,64MAml ROMF TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD o FORT PIERCE, FL 34946 PH: 772-409-1010 FX 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT-34 / MODEL:SANTA ROSA/ ELEV:C GAR R JOB#: 72181 MASTER#: WRCSRCLM OPTIONS: LANAI MORNING ROOM I 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 WRSRCLM JOB #72181 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #34 Address: City: Model: SANTA ROSA "C" Subdivision: County: VARIES 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -84 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0181373 A01G 1217/17 13 A0181385 FG1 12/7/17 25 A0181397 FL12 12/7/17 2 A0181374 A02 12/7/17 14 A0181386 FG2 12/7/17 26 A0181398 FL13 12/7/17 3 A0181375 A03 12/7/17 15 A0181387 FG3 12/7117 27 A0181399 FL15G 12UM 4 A0181376 A04 12RIl7 16 j A0181388 FL01GE 1217117 28 A0181400 FL16 1217/17 5 A0181377 A05 12/7/17 17 A0181389 FL02 12RIl7 29 A0181401 FL17 1217117 6 A0181378 A06 12/7/17 18 A0181390 FL03 12/7/17 30 A0181402 FL19 12/7/17 7 A0181379 CA 12t7117 19 A0181391 FL05 12/7/17 31 A0181403 FL20 1217/17 8 A0181380 CAA 1217117 20 A0181392 FL06G 12/7/17 32 A0181404 FL21GE 12/7/17 9 A0181381 CAL 12/7/17 21 A0181393 FL07G 1217/17 33 A0181405 FL24 12/7/17 10 A0181382 CJ3 1217/17 22 A0181394 FL08 1217/17 34 A0181406 G03G 12/7/17 11 A0181383 CJ3L 12/7/17 23 A0181395 FL09G 1217/17 35 A0181407 H03 12/7117 12 A0181384 CJ5 12/7/17 24 IA0181396 I FL11GE 12/7/17 36 A0181408 H04G 12/7/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-t Root 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 for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSIITPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[sj) 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 character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by (Al Roof Trusses or specific location). These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. Tombo, Ill engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. III, P.E. 38 BC A2 2100 00 00 00 4C 12 87 DF Page 1 of 2 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 WRSRCLM No. Seal # Truss Name Date 37 A0181409 HJ3 12/7/17 38 A0181410 HJ5L 12/7/17 39 A0181411 HJ7 1217/17 40 A0181412 J3 - 12/7/17 41 A0181413 J5 12/7/17 42 A0181414 15A 1217/17 43 A0181415 15GE 12/7/17 44 A0181416 J5L 12/7/17 45 A0181417 16A 12/7/17 46 A0181418 J7 12/7/17 47 A01_81419 M05G 1217/17 48 A0181420 M06T 1217/17 49 A0181421 M07 12/7/17 50 A0181422 M08 12/7/17 j 51 STDL01 STD. DETAIL 1217/17 52 STDL02 STD. DETAIL 12/7/17 53 STDL03 STD. DETAIL 12(7117 54 STDL04 STD. DETAIL 12/7117 55 STDL05 STD, DETAIL 12/7/17 56 STDL06 STD. DETAIL 12/7/17 157 STDL07 STD, DETAIL 1217/17 58 STDL08 STD. DETAIL 12/7117 59 STDL09 STD. DETAIL 12/7/17 60 STDL10 STD. DETAIL 1217/17 61 STDL11 STD, DETAIL 12/7117 62 STDL12 STD. DETAIL 12/7117 63 STDL13 STD. DETAIL 12/7/17 64 STDL14 STD. DETAIL 12/7/17 65 STDL15 STD. DETAIL 1217/17 66 STDL16 STD. DETAIL 1217/17 Page 2 of 2 A ROSA WRSRCLMe JA01G IHIP GIRDER K A0181373 Al Roof Trusses, Fort Pierce, FL 34946, design@atttuss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:42:27 2011 Page 1 ID: fXMofrMa Vb?Z7FFUeY3_NdzegNi-o 1 vmrwi5B4FoajEcoJptOdxXsaEfd9XwD416FryB6BA t- 0 7-0-0_- - 13 6-14 - 20-0-0 26 5-2 33-0-0 _ 40 0 0 . -- - 41-0 0 7 0-0 ---f - fi b-14 { ..-- 6 5--- f --- - 6-5-2_-- i -- 6-6-14 - i 7-0-0 I-O 3x8 = Dead Load Dell. = 7/16 in 9 ru it 35 36 11 37 15 38 39 40 I v 41 42 13 43 r ` 44 45 46 1 5x6 -= 2x4 11 5x10 MT20HS- 2x4 11 4x8 == 2x4 11 5x6 =--- 4x8 - 500 MT20HS-- LOADING ( psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0-50 Vert(CT) 0.81 14 590 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017lf P12014 Matrix -MS Wind(LL) 0.50 14 960 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 2 = 3377/0-3-8 (min. 0-1-8) 9 = 3377/0-3-8 (min. 0-1-8) Max Horz 2 - 59(LC 8) Max Uplift 2 = 1211(LC 4) 9 = 1211(LC 5) Max Grav 2 - 3377(LC 1) 9 - 3377(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-7213/2612,3-24=-10274/3791, 24- 25=-10274/3791,25-26=-10274/3791, 4- 26=-10274/3791,4-27=-10274/3791, 27- 28=-10274/3791,5-28=-10274/3791, 5- 6=-10274/3791, 6-29=-10272/3790, 29- 30=-10272/3790, 30-31 =- 1027213790, 7- 31=-10272/3790, 7-32=-10272/3790, 32- 33=-10272/3790, 33-34=-10272/3790, 8- 34=-10272/3790, 8-9=-7212/2611 BOTCHORD 2- 17=-2318/6562, 17-35=-2314/6576, 35- 36=-2314/6576, 36-37=-2314/6576, 16- 37=-2314/6576, 16-38=-4083/11423, 15- 38=-4083/11423, 15-39=-4083/11423, 39- 40=-4083/11423, 14-40=-4083/11423, 14- 41=-4083/11423, 41-42=4083/11423, 13- 42=AO83/11423, 13-43=-4083/11423, 12- 43=AO83/11423, 12-44=-2321/6575, BOT CHORD 2- 17=-2318/6562, 17-35=-2314/6576, 35- 36=-2314/6576, 36-37=-2314/6576, 16- 37=-2314/6576, 16-38=AO83/11423, 15- 38=-4083/11423, 15-39=-4083/11423, 39- 40=-4083/11423, 14-40=-4083/11423, 14- 41=-4083/11423, 41-42=-4083/11423, 13- 42=-4083/11423, 13-43=-4083/11423, 12- 43=-4083111423, 12-44=-2321/6575, 44-45=-2321 /6575, 45-46=-2321 /6575, 1146=-2321/6575, 9-11=-2325/6561 WEBS 3-17=0/496, 3-16=-1513/ 4187, 4-16=-857/603, 6-16=-1310/458, 6-14=0/556,6-12=-1312/460, 7-12=-856/602, 8-12=-1511/4186, 8-11=0/496 NOTES- (12) 1) 2- ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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 ( 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 roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3- second gust) Vasd=116mph; 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 443 lb FT = 0% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1211 lb uplift at joint 2 and 1211 lb uplift at joint 9. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7- 0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-12, 123 lb down and 143 lb up at 17-0-12, 123 lb down and 143 lb up at 19-0-12, 123 lb down and 143 lb up at 20-11-4, 123 lb down and 143 lb up at 22-11-4, 123 lb down and 143 lb up at 24-11-4. 123 lb down and 143 lb up at 26-11-4, 123 lb down and 143 lb up at 28-11-4, and 123 lb down and 143 lb up at 30-11- 4, and 240 lb down and 269 lb up at 33-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 Ib down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, 88 lb down at 17-0-12, 88 lb down at 19-0-12, 88 lb down at 20- 11-4, 88 lb down at 22-11-4, 88 lb down at 24- 11-4, 88 lb down at 26-11-4, 88 lb down at 28- 11-4, and 88 lb down at 30-11-4, and 365 lb down and 119 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. 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- 8=-60, 8- 10=-60, 18-21=-20 Concentrated Loads (lb) i-onunueo on page z tV.-I thee, M1trwpik re M.IN'4 naP: nuns"iEtitt'}. AiA ti (NtIS t(M1fe.i16 aM4. (1`..1-Jk k,'tA dJtlC=k;is^SMEA Iaa-t:Ar kupr raeaNn}ul lest rde.."0", 9r:. 9 nv4;R9;d An WWII isaNe lE lduear kni srh:r n, UAsss MRc.rc<naNnMiDP. sNr MlifX(NNMI Pasmb A, * 1. Oe IN IeNotk5, IIm, h„Ip IGO-'SpG,a',n,40-aelw..IIlih!w"W,BN's.,0IN p,dAnthony T. Tombo 111,P.E. NfQ"flfi eM„f fi q,{i?4.4`mMlliylt M„1,pefiNle.dlN]xtN.0%votljFd.he t.164krIt.,IN'Na.;OU[If:..MS;l; pd f 11f9t imhl; !NfW r l. Tk'ie! Ia14 Too AGO !Wis.dWT.'s.YItl.119aai j. \,11f.Iw."OhN1N AGV A, NNf'rRipflll#A hit µ80083 R pmavph"J,.L"e AVm4imNt1.F.W11sep soeu0rNta (.1. msee,gft. NuaiWI*4a,mwsuAKt.du f f-Ipwau, m.Ia;N. w,t a,e1,1-x„p".I,a,)"fi>pa«w r4451 St. Lucie Blvd. W." W.4u C'tk1 tyr4ew amq e} 0,' fore, emv'd INh, es:n,ph4_is ICT V"1.4, k"V.-a N%sm, Ev-"air woo AA wW,A4 . x, ak6ad u IN Fart P:erce, FL 34946 opytiphI07016A-Itooff,usus- WWII, lumhe 111, P.E. tepeilwioeof this lotumem"aGeV form, ispmhWtilwithoutthe .1'nea petmissiae from A Itooflasset-Authoay Llomho 111«P-I. o Toss Truss Type 1- 6-ty PtY .. RYAN HOMES / SANTA ROSA WRSRCLM A01G HIP GIRDER 2 A0181373 Job Reference footionall Al Roof Trusses, LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-193(B) 5=-123(B) 8=-193(B) 17=-365(B) 11=-365(B)24=-123(B)25=-123(6)26=-123(B) 27=-1 23(B) 28=-1 23(B) 29=-1 23(B) 30=-1 23(B) 31=-123(B) 32=-123(B) 33=-123(B) 34=-123(B) 35=-70(B) 36=-70(B) 37=-70(B) 38=-70(6) 39=-70(B) 40=-70(B)41=-70(B)42=-70(B)43=-70(6)44=-70(B) 45=-70(B)46=-70(B) 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07442:27 2017 Pige 2 I D:fXMofrMaVb?Z7FFUeY3_NdzegNjo 1 vmrwi5B4FoajEcoJptOdxXsaEfd9XwD41@FryB6BA RkASh Yea:t 6YY 1h(MIM Ik linluQp(t5 i"$(LlfCjftl:A1.(EGIS(t.nclt(is1';rlt tl'f rh.{1t`P.".t+/tAI t114.tF`1V(&ft rp/RNMfN/IM AdSSgh31!tli:'ti&Ifflir jft i+,-I fA AIAIIMft IDEb "d;, rt r11q 114 1dItMA't atP }dGSi k fe 5t nflMtaMt MT Wt uwee:wyRn. OMik+rgMIM t30nx 104 4$.1s hmrper+a veum 1.0w,, No "NI wxt lbh npesMr am? eMxe prNsswef re m•»y asfwrMMr i•MIty FRt rapt l+o-s eWdN atk thft rNe skr f 4-i. 'b ks;p as ap ar iwttt npNw:.sMNfM: azz„toss t ism er s a 6n 7+ex Maar';cmo :a H a:. Anthony T. Tomho it% PE, rxfir: ro a;annanez ti4.Araxrde.aagsk«wrxT k@xuzr noManderaAk?mr,clmglM,a-grsnnm easr,.gxe,taas z «80083 NoR:uE y2esyn M(<e»rx.A!.Ma15et ns M10U iM Iw rrasrtn al}dI ftMhe A IMy (.deem May lutnmx rcSr rH s4E rNWSI(Fae,Auwek`x.negrsmne Ip p7ff,fer<rpns exnns a:otuzNA:I,es.lhxpm I.rs, Jesp Eap n sas fnvcMaMltM u,wmx ztlnaserrlaMit ;ann pea uuM mg trdgat s na d. tie 6 ua4 rn G,pmHsswet»,ttaaap any n. r t:;st u!ywe aar+zq m<,r,>a,Kx;n stda>tri-r 4451 St. I_ude Blvd. oprrihkt lUl6 A -I Roof [sasses - AnThony 1. lombo ltl, P.t. Repmdoaioo of This tofomem, in anp Loom, it pwhibiled «illso"t Ike «riven permission tom A Roof Imses - Anlhoey 1. Lembo 4B, Ek. fart Pierce, FL 34946 Job Truss Trus WRSRCLM, A02 Hip RYAN HOMES / SANTA ROSA Job Reference A0181374 Al Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2017 Print: $.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:03 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-dC?0_JL1HiTIQb8zg3onspiePgEMgQ154_TECmyBJeA 1.0- 4-7 12 9-0-0 16-3-12 23 $-4 31 0-0 35 4 4-___ 40 0-0_ 41_0,0 1-0-6- 4-7-12 4-44 7-3-12 74-8 7-3-12 44-4 4-7-12 0 5x6 -= 5.00 (12 3x4 4x6 3x4 = a a 5x6 9 Dead Load Detl. = 7/16 in 18 17 16 15 14 5x8 II 3x8-- 5x6 WB== 3x4 5x6 WB_ x _- 5x8 II 31-0-0 IF LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.33 16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.79 14-16 611 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017IT'P12014 Matrix -MS Wind(LL) 0.41 16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 "Except' T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 2 - 1660/0-3-8 (min.0-1-15) 12 - 1660/0-3-8 (min.0-1-15) Max Horz 2 - 74(LC 12) Max Uplift 2 = 498(LC 8) 12 = 498(LC 9) Max Grav 2 - 1660(LC 1) 12 - 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/372, 3-4=-3120/2142, 4-5=-3007/2013, 5-6=-2781/1948, 6-7=-3892/2625, 7-8=-3892/2625, 8-9=-2781/1948, 9-10=-3007/2013, 10-1 1=-3120/2142,11-12=-911/372 BOT CHORD 2-18=-1808/2789, 17-18=-2354/3787, 16-17=-2354/3787, 15-16=-2356/3787, 14-15=-2356/3787, 12-14=-1818/2789 WEBS 5-18=-391/766, 6-18=-1245/838, WEBS 5-18=-391/766, 6-18=-1245/838, 6-16=0/307, 8-16=0/307, 8-14=-1245/838, 9-14=-391/766 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 498 lb uplift at joint 12. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Katlq-Ekla llx!!¢Il. m#w Hf NI r C` R3Si8'iEtIECA 6EA:rli 1tMNS t CE:NCIiIfiN4t9410x qR7 NNitf{fiiMEN'iww Ee et #bp lwlwxws W rest min nl bb inrs 3et kltyf[ W Ik Allkwcl !k eU.11. EdwlwF Slfr kaa n: 4xnc xkr.isf nnM # tk i-wnr MllfltWYpl r#4. Flxi#lSN Fn ne{4>b#lxa. NSl tnf 4t54l ilNwlp il, sxoh 40-:V, .0a n. 100!W'smoS.M ;w, x 1W ptbtitmotlM i M 11SllI1Adk*W Wr Olk S.jkt 449414M41 110 uh W. IkI ik 1M fR1l4/1#!5 N411j iM01rM1. 1lVNINT Anthony T. Tombo 117, P.E. W ne xneSf Y.s4,WWhIm i, lk llsl!," 0 N N. Nk Q•lrc t 11*110.fNt.16" k,4w. Itt. W,r! 0Ov ,Vks tMi% WekA.,q}* W In1. 74 qv.l. x!# E44.4 Md tx Di 4",. #k k.,kt.:4, b,"*. M W4 Ag b,N llkp i+R x +,86683 ne eaiwg its.lxw[nwenn 3L swd In ax was ton Wlk NatllaMlldx#lsx Ht tnwlt(agafa SAen#uwlnfll<X; pxnkom to W}IXA nt:d#lxti SM EtWz<w!lare tlN elSlfs ee rspszsts#z nma e,xa. is f.Rclpw.trts ks:rn uyrxn #d lnu llswlmaea-wba 4451 St. Lucie Blvd. ena WNU NpafWllu preN lm #.rAUN Fi xi pnxs arxtM. llw 4lu Wslp ignen;S Nii rx fwMal4fc:r+er,IX1. s4afw:gxnrxatt M6q xl cyaxm!fiYawn weakewNRRti Fort Pierce, FL 34946 CopyriRhi Y61Ak-I Rooflruzsez-AothooylAwlso111,P.I. Repoductiono( this dofument,inaoytnm,isprohibitedwithout thewlipeepemssionhonA-IRoollrusm Aethonul.lomteIII, PA, AN HOMES / SANTA ROSA WRSRCLM A03 Hip 2 1 A0181375 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries Inc. Thu Dec 7 16d:24:04 2017 Page ID:fXMofrMaVb?Z7FFUeY3, NdzegNl-5OZOBfMf2?bc2ljAEnJ0OOEulEYQPnZFJeCo CYBJ, 1.0-6... _5_7-15 -t -- 11-0-0 .._.... {------- 5-6 2 1---.. 6 11-11 ---- - 5-6-2 f---5-4-2 f 5-7- 4 -- 1- 0-0 5x8 11 5x6 == 3x4 - 4x6 --- 3x4 ---: 5x6 --- 18 " 1. " 14 3x8 --- 4x6 3x4 -= 4x6 -- 3x8 --- Dead Load Deft. = 5116 in 5x8 11 3R 11-0 0 20-0-0 - 29-0-0 40-0-0 11-0-0 -- -I9-0-0 9-Q-0 Plate Offsets (XzY)_- [2:0-4-3.Edgef[:0-3-0,0-274j [7:0-3-O,Edge] [9 0-3-0,0-2-4j, [12 0 4-3,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0,28 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.58 16-18 823 240 BCLL 0.0 Rep Stress Incr YES WS 0.84 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 16-18 999 240 Weight: 200 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except` B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in j accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 2 - 1660/0-3-8 (min.0-1-15) 12 - 1660/0-3-8 (min.0-1-15) Max Horz 2 - 89(LC 13) Max Uplift 2 - 473(LC 8) 12 - 473(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1275/275, 3-4=-3143/2204, 4-5=-2866/1955, 5-6=-2625/1897, 6-7=-3214/2271, 7-8=-3214/2271, 8-9=-2625/1897, 9-10=-2866/1955, 10-11=-3143/2204, 11-12=-1275/275 BOT CHORD 2-18=-1861/2825, 17-18=-1913/3150, 16-17=-1913/3150, 15-16=-1914/3150, 14-15=-1914/3150, 12-14=-1868/2825 WEBS 4-18=-258/401, 5-18=413R62, 6-18=-812/543, 8-14=-812/543, WEBS 4-18=-258/401, 5-18=413R62, 6-18=-812/543, 8-14=-812/543, 9-14=413R62, 10-14=-2581401 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 473 lb uplift at joint 2 and 473 lb uplift at joint 12. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Ftmq /kae hrttryAl. re,re Ya't I dJO. f19S4i5'iE;IECy 6Etfikl rEW3 # CPF91TIQs1 rtytOte iLt7 kCi[nL1Y;; dtAC Ixm- f A7 ksgt fpenam W ad ndn n nrz htu )"4, 3t "J!IW W Mo AMmsl Irk 4, f f. tdaeni %e , sv.e , ti, ddess 04—, add a 0, 100 At, dalex:arctM'Hud:had ittMnhiak.dd. tahnshesip(peer t ise:alh Gexar,.?tesWunn ttA.egesatsrtwawa:edtkpdeul q+nary resrytuNipt a•ne les:pedne smpei IN or, dnin.IloAtnim.pla, lWel;mpnM:,"OdaPAnthony T. W ad s;ass4rw talN iK ekN`IMandthhe ,rorti ar;e+r•ad nrfa r; tkr $0083 i, P t y is ete9t c 1M'. • fa:ttan d rat M`.. a i x/ ae Neil daaaq;rM w¢ Rs i 'kt trt+ it A iee'46 W w. hell s d M 5.x, nAePaf nad q. sa••rye. asttadm W gttas rid:» i rtsfas+tm d «. 008] ee{ adai dts}arWftnrMr kF wes sti axade ihUWntaesafPld ptdq!IUM[teewert umiY+=cr au Ml kaNtil WlltA me Manxns`b ftm>!pfnce iKI tkiMske esµvtibAmseSnn,ss4ReLmlhsi{rar.l-a;kuue, naf ta:; diWr!srzu-x'ra 4451 St. Lucie Blvd. e:# Mse ldbdtra,Nlwi tpedgrt nphdl ryttasevad ik 4ni xste;opmiis MB @e te7fatt8eer,xl zSraea caaiag>Mkai Ail tdR`tt4k-as xa rsid'adelpl. Fort Pierce, FL 34946 opyiithi® 101dA-I toot6asves-Anlhanyl.lomhaill,P.f. Repiododionofihisdommeni.matYlorn,ispmhlbotdriihoatthaaerenpermtssionhomA-IRooftr...es-Aatliny1.iombol6,P-t. Job ' Truss Truss Type 1Qty Ply 7AN HOMES / SANTA ROSA WRSRCLM IA04 Hi 2 1 A0181376 At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:05 2017 Page 1 pp ID:fXMofrMavb?Z7FFUeY3_NdzegNj-Za7nP?NHoJjTfvlMnUrGxEn 11dxp8KMOYlyLGeyBJe8 1— -6 66-1-- - I - 6-6 U _ -1- --- 70 0 { 7 0 0 I 635 15 6 -0- 1-0-6 5x6 = 1.5x4 11 5x6 14 3x4 4x6 = 3x6 4x6 -- 3x4 - Sx8 II f 10-6-9 20-0-0 29-5-6 10 6-9 9 5-7 __ _.._ 9-5. 6 - Plate Offsets (X Y)- [2 0 4_3,Edgej, j5 0-3-0,0-2 41, [7 0-3 0 0-2-4] [10.0-4.3 Edge]__--_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 14-16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 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 = 1660/0-3-8 (min.0-1-15) 10 = 166010-3-8 (min.0-1-15) Max Horz 2 = 104(LC 13) Max Uplift 2 = 447(LC 8) 10 = 447(LC 9) Max Grav 2 - 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-1194/349, 3-4=-3158/2227, 4-5=-2871/1996, 5-6=-2835/2100, 6-7=-2835/2100, 7-8=-2871/19%, 8-9=-3158/2227, 9-1 0=-1 194/349 BOT CHORD 2-16=-188112840, 16-25=-1422/2433, 25-26=-1422/2433, 15-26=-1422/2433, 14-15=-1422/2433,13-14=-1423/2433, 13-27=-1423/2433, 27-28=-1423/2433, 12-28=-1423/2433, 10-12=-1887/2840 WEBS 4-16=-332/488, 5-16=-173/471, 5-14=-304/662, 6-14=-4691462, WEBS 4-16=-332/488, 5-16=-173/471, 5-14=-304/662, 6-14=-469/462, 7-14=-304/662, 7-12=-173/471, 8-12=-332/488 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 Ib uplift at joint 10. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Dead Load Defl. = 5/16 in wo." Nmu M1xeryd.rt•a.iw'4itdCt iPd458 iFitEl^6(1iti; lltMSt(-!R4111pN4 Ci`..1:M pTr,iSEIOR.i85MElfi(at-te;+h&vp N Mm}rd rret Mrc etlrl ers 4np:6 rrigyfC{f efM4Mari Ic 2,IEldn SAee N*e Uxn:xW.ae ndNeAa 100.*f mle4 yaa,. W"" tm Aelbbnfe,dq. 41.1—kesq ,rleper e.4ye;xer fyuer; »s udw mr tYb miesmsmwunauxne pxnnwleataee cy rzrtwWlmr*N 0,1gd ae :aor tna mR4N rage IN W, *1 i11-L'kif"f. M. UNagrWmxs. crdq m Anthony T. Tombo ill, P.E. wdesed*s1-4-Owitat"to- 114-tipr uel." hu "! a-moti xl8 In or, Cmiht ardeaM Aw:itl1.'kry,r,edlk'PP4*Iw!heN uexllr Lex,a;I"omY¢gw4casaertu me tansy 0 Nee r,"Vidt, d z30083 Ik endsp 9esgrr ne(nIF'eM:.k&mauaawshiQp nl nt trsl osfs0 pddaxxWBfiMifespamtdm lad aenm,ItidesN9 arf?fm/the ue rdwexNbpmn!pnMm.(nl anmiae eyerasl:iaes m9 o.nesr9e Necsmuttw,te4s2ezga Bp4ew mlfnss WaseOww-eta:> 4451 St. Lucie Blvd. eaa.ne lxseflre'edsd errod xeeswrmghdi rwiss lmxrN. Ik insc W yefgneer lr Al:t Re isxsl9es:pa.e to .SYcas iaperm twr I u!ealudrtN srsr m<ar /daNia tilt Fort Pierce, FL 34946ZE (opylight 0 2016 A I goal tresses - Anthorly 1, Tooke 111, P.1, Itforodiraiiiii of this loweitio. its coy Itton, is prohibited without the wMee permission from At Roof Timefthisdoweitid,inooytorm,isprohibitedwithoutthewMeepermissionfromAtRoofTimesAalhonyt.lombolll,F.E. cuss Truss Type Qty Ply RYAN HOMES / SAwA ROSA j WRSRCLM A05 Hip 2 1 A0181377 cusses, ort terse, 4 ,design@at Iruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16d 24:06 2017 Page 1 IDfXMoIrMaVb?Z7FFUeY3 NdzegNj-1nh9cLOvZdrKH3tYLCMVTRKDT1H4sl7Ymyhto4yBJe7 1-0- 8-0-2 15-0 0 0I 250-0 1-1 -14 - ...__ 40 0-0 0- 8-0-2 20 5- 0-0 5-0-0 6-11-14 _1- 0 8. 0.21=0 5. 00112 5x6 I 1. 5x4 II 5x6 5x8 I1 3x4 :.::- 4x6 -'--- 3x8 -, 4x6 -- 3x4 I 10-0-15 20-0-0 29 11-0 10- 0 15 9 11 0 1 9 i 1-0 Plate Offsets (X Y)-_ (2 0 4-3,Edgej, [5:0-3-0,Edge1, [6 0-3 0 0.2-4] L8 0 3-0 0-2 4j j90-3-O,Edgoj, j12:0 4 3 Edge) LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 >999 360 TCDL 10,0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 >691 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 16-18 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 "Except' T3: 2x4 SP NcI 2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. m-.. MITekrecomendsthat Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1660/0-3-8 (min.0-1-15) 12 - 1660/0-3-8 (min.0-1-15) Max Horz 2 = 119(LC 13) Max Uplift 2 = 446(LC 12) 12 - 446(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1136/325, 3-4=-3134/2195, 4- 5=-2927/2130, 5-6=-2843/2150, 6- 7=-2457/1891, 7-8=-2457/1891, 8- 9=-2843/2150, 9-10=-2927/2130, 10- 11=-3134/2195, 11-12=-1136/325 BOT CHORD 2- 18=-1836/2811, 18-27=-1305/2262, 17- 27=-1305/2262, 17-28=-1305/2262, 16- 28=-1305/2262, 16-29=-1306/2262, 15- 29=-1306/2262, 15-30=-1306/2262, 14- 30=-1306/2262, 12-14=-1841/2811 WEBS 4- 18=-386/543,6-18=-437/623, WEBS 4- 18=-386/543, 6-18=-437/623, 6- 16=-130/496, 7-16=-313/293, 8- 16=-1301496, 8-14=-437/623, 10- 14=-386/543 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10. Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 446 lb uplift at joint 12, 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Dead Load Defl. = 5/16 in 3 0 fQ 5x8 II 40- 0-0 PLATES GRIP MT20 244/190 Weight: 200 lb FT = 0% Arky- tkesr Md:"r.xeta'411,.xR'IX1S}ET'ititfr', 6(XiIk EEIMS t(;X lIGl; ST1`;ki A7] kt[Xi15EAvMEX?'ixx-Crfitkup lxwxx, tal rcN.er.xtxc i+n:tti:gv.Mnrat}fFP eti l6t ktA.ri iartlo 3. t.L tdxtxt S1tm 31 t ns Idts: ak.*.rct MN.At 101.n Ekteetwrurtre. tkt:NtsN tx mttl/kx.NN. Istit It:gt:ep.x {tt Sat tl fzXwar,. At teNxett@Irry e3Mt.xitpaa:edMpdtsixM ettaer<itp netKsdtmr kmktp+dne sxttl•txiM+rlN.Attl/.k tNxt?LI. iN dn ry at.nptet:.xNap,t n.s. ttmkq'r as t0+ktE!ns4•tn1x14poutrtspri.Ilh0h9..r.At0.."Aw,NtrorrmXxf4"kupo,.W e01.It( 1,4: Iklemk"A Nt.1R1 -1t Whony T. Tomto ill, .E, kg= gts.tdtN 01eN,hd/titdMinscxMAgl kegsA=lp.tasMlm..akx tM xtg.eyctt+hthd . $0083 wfrY+g kt ar ae(.m"kx.IDi.<e>sx tx MAe t10./mt pamvs.lXaklnntdw kdAgtxgtam Sdul ldxxeMt;k4 pN+rNoh t4 nl Sl(a xt rdttwWM pr.xr;XM.tt [rIb§.,4±<rtprcta hats.d knn dAe l.rt:txuser,l;ess inge Etpxx MFrts, kt.M.mx..ku dker. u lNkd lSe _texd apeN qq u.mtry ll d imux rodtH- Ik lnxe D"s r E'lo—r s AU lie kIXal At,", x Dnt 4"•ert folwx d *Culp 0,41ofaN bran xt es W.ol n iNl 4451 St. Lucie Blvd. Fort D2erce, FL 34946 aprriRdl C 2RId A -I Raal Anthony iJXmba III P.E. RnpmdnRiae At ibis dncumertt Ea any loan, isprobibitnd.ithout the wripen parmudna ham AI Roof TressesAXEhant 1. iambA ill, P-t. Type WRSRCLM„ A06 Hip 1 1 A0181378 u Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:06 2017 Page ID:fXMofrMaVb?27FFUeY3 NdzegNj-lnh9cLOvZdrKH3tYLCMVTRK9dlHvspOYmyhvo4yBJ 1-0 _ 5-9-5 t0-1-12 16-10 8 23-1-8 29-10-4 34-2-10 40-0_0 1_-0j. --_ . __ _ { _____ --___ _____- I ._—.__-_ -. 1 __.. __-_. {___ _ 4 4-4-6 6-8-12 6-3-Q 6-8-12 4-4-7 5-9-5 1-0- 5x8 II 10-1-12 5.00 i 2 5x6 5x6 -, 11 .. ,.. . 4r 13 3x8 - 4x6 3x4 - 4x6 - 3x8 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1197 Vert(LL) 0.37 15-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.67 15-17 714 240 BCLL 0,0 Rep Stress Incr YES WB 0.37 Horz(CT) 0,14 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0-30 15-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except" Ti: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 1 Row at midpt 6-17, 7-13 MITek recommends that Stablhzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1660/0-3-8 (min.0-1-15) 11 = 1660/0-3-8 (min.0-1-15) Max Horz 2 - 133(LC 13) Max Uplift 2 = 464(LC 12) 11 = 464(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1112/343, 3-4=-3121/2227, 4-5=-2947/2113, 5-6=-3007/2336, 6-7=-2219/1738, 7-8=-3007/2336, 8-9=-2947/2113, 9-10=-3121/2227, 10-1 1=-1 112/343 BOT CHORD 2-17=-1876/2797, 17-26=-1187/2132, 16-26=-1187/2132, 16-27=-1187/2132, 15-27=-1187/2132, 15-28=-1188/2132, 14-28=-1188/2132, 14-29=-118812132, 13-29=- 1188/2132, 11-13=-1884/2797 WEBS 5- 17=- 423/548, 6-17=-727/880, WEBS 5- 17=- 423/548, 6-17=-727/880, 6-15=- 47/344, 7-15=47/344, 7-13=- 727/880, 8-13=423/548 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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 D0L=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center, 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 11. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (" SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (" BUYER") ACKNOWLEDGEMENT" form. LOAD CASE( S) Standard Dead Load Defl. = 5116 in 5x8 II 10-1- 12 PLATES GRIP MT20 244/ 190 Weight: 211 lb FT = 0% IAndeX-Meta MreryMX@M• tae'fi IV 11MISi'iEllfr'l pflflk: [ftMS lfufw 116M4 [7Si0MMnr,ifliA[M.iduUX Ino-te itrkup pnadns tat mel wUtwMrslrnt 3ts}s nngil[Qjed MArtYall IeaN 9I,rC tdwtae An+Nkrt mr Udtu dln.ae fleda MlRp. ay f4ttitttw;Mf rex!tM!b.tNWM 1161,kedd.X;t?msPnrp Eapta?if,<geadpbwnr;,Mt udxxt TOO tpesattxpfeNf:rdMe pdnsltedeyrrrigrnftetMXdr i•MmspefMsgelt:skpMdroM[W sne. Wa RN 'm lttipntmprm NMn;;tefinem, noenep An*hany T. Tortitfa ll, P.L. 4o'da,' ti.t b mwit" "0CrtsW50o.eoe I—M0—'tt'.de".Mt.164 Petper.•MewMMdty K A, Ved M Wd b*q*"o lM-I. le pmedM'P&Herr Md nedM'nst,a:IMgl,.pimy.tm+gt nsMleha edkno9 satl!ttfae regps9P:pd 80083 Mkaat Pnyn me ai.mat+W.1% Too* Mpauatodtwo-OCo"(aq no4o, Wwwau po'w" M OSKA 0,"Nww*pwr e ttlee,at2pt.a 5aernx5ret l.n, nesr,h SP s+ drratraeex=x, its 44515t, Lucie Blvd. ebN.att filed t[ 4:AtFM Xpped apt b Yrtoej h d ppMt M19kvt [k If.:t fat4tp.epeMr 3S X(F Me t#dJf PFipq M tM'4 $t4Uil fapmn d etf MXfMt 611 tentsxd #!3 Mf n te6eel M Rif. fart Pierce, FL 34446 epnilgl ?2gl6 kf goet Masses Aathosy LTomholILP.f. geptodeain of th,lommeo6mCRY foon,itpfohibiled witlmol lht -Rea permuuoo hom A goof Imi"- AotboarL[omhollLf"L WRSRCLM ICJ1 Corner Jack AN HOMES / SANTA ROSA A0181379 At Roof Trusses, Fort Pierce, FL 34946, 120 s Nov 12 2017 Print: 8.120 s Nov i 1-0-0 0 11-11 1-0-0 0-11-11 2017 3x6 II 0-11-11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and -re quired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 - 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 - 5/Mechanical Max Horz 5 - 38(LC 9) Max Uplift 5 = 88(LC 8) 3 - 1 O(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 - 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 5, 10 lb uplift at joint 3 and 5 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard nxM-IINf4 iNrrr le Genre sie `A 16Gt fi3 riS i`iEilEr'a6E/it:k:i(Mliii 1Yd71C'Yj(${N<!b'M r:k7G7(ctda7l(X?-Nn4-PE'Ar!(G{1 µ(texn}Fl1 fEA 1xK MWit t 559tF k3rFr{I; xN iM AIfYN[ I flx7 E. f11HlB1 kM"%T't,lf 9Nt54 Wxv tt 4XN ID.f11'00., 1Vlre:aumi Rx cceNiN .ef tx ttet8@p Nrtld, 4!1Tr Desi feperaQ:.#e;nnrf grex; OeWwxr ND repem naaetsnutlnr Mnsiax egarxrn regas.tqAr dNrcga s+rte ca iaNpnNxMlW xNe rein t9l. .Nks{a nuap M lMp nqw;. unx Anthony T. Tomb ili,?.F. xlrudh!cf:rsYa>lai6yicgr srxriNli»droe 7wru.Ik.an.r,Mti.kaytAxlN Mgat(NcMrr•.mlM::xtndiu ll:..4r$[xl ne ix9lufr}:Nt r3 rx.l.'kgxrr a th VrNnnIN 0 to:rsc.vNxeq lmMi q, cn'gf nkou W N"'!r. N ft""W".1! d =fl Q&a roe Nriap'Jrsyaa M C.wx'x. AI' Nis cx an x ik t k rM ix irxiws xA pNYmc el qe killxq (apam SRm, labwxra .,,tor rN ckS N Ix u/ 1N4 xe rdxxael Si exeri prJtxe lRl x3xc e.npMec r>tes a54rxrs YSs tecs (kutrnn c.M r,ys;rlean aa3 tnsi MaMM x-uxce 4451 St. Lucie Blvd. eSrrene lNixt t+a.xxxtrprH aaxemtq M}N'lmas ix+ere! tk[mc4lktrgr fapeex trlCl Crt pLUa4 Sec,pn,xih.44 stts igu4a em enl%r kll cptdaN es nrn W,M us R1l. F41artPeree, fl 34946 epgri Mt 11QIdA-IIaelBveses-A01huepi.iombo111,P.E. Reprodunioanfthis ioronem,inGov lmn,isProhibited wit5cvtthe rrincaptrmistiaabQmAIRooltrauet AmPoonrfiombolA,F E. Job WRSRCLM, A ROSA CJ 1 A I Corner Jack A0181380 truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-_9ov10PA5E52XN 1 1-0-0-- 0-1>_-11 1-0-0 + 0-11-11 2x4 = o-i i-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deFl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 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 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Harz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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 ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 71 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% tkrcyfkeu nwegkl r ie esk'AIp'A'r 4fi-"fEttfrt 6iri4ti !(lNSli`u4114L?K Nt!Jm &Rl;A?nGF,iOGpllA"`Nec lxerlrslp pm aaxs eM rtM een•n,+Cris hsgx 9rnmp{!rk;edM.sMwr!!xeb 9LrE.tMxear 4kr. kpxt nr. Reles+xexnu pMMMMIIKt axe A4!er+wresp+r:ee se+likrulMmrtdPknnlieNe. n:ks fepme!be.See:uneErymesr;.lasxnxMt!69 rpesanmmuum:eMnep4ersgnMegexeoqnsuNlma,nea:adnrs etnssk4 MHMtBOxho-Ntx!?tit. ikkepmseaNaa kelapsxipnws.smN+mt An'hony T. Tombo UT, P.E. Wn.M*"r 5SY. let pnN,y 14 eR 1lSIN)iblihMC'R'Jxeet.nyG}aMl'teM3x1}Mgtkxlk lvdMj Onxpex.+e<xe rtMAr li;. al3:Wge krx l"dip Me wafirl. ire q;+eraMMiOA eM p.lxll ulMlk lro4t l'JlCq F.fMtge, MSR%maM k.4 a* PS em !s anub+.M r80083 nnlNr4h'gww(amM' A!; x w. M im uMMpoN11.1"0lxmklingtagenSrfitrlxaneiw;aA,M'Wsks"MWWAxr1ax:auahmkP4.,.tRl k?x.+M,,td nu wa ant,ka<!:ess Deulnr.i:eSt3t,q;,pxxmtmslMMxh rt a3sa 44515t. Lucie Blvd, Fort Pierce, FL 34946eeaassgNMFre'.xfxs q+eN eweevmighM'M+*s ndvet lk!mst pe Egaar tseQi nit K+Adap 3r:7mr.x {+rSYx a;gMex x'mr>' Ut cgflMVM>lrns xe ne krael u!MIZt (oppri'AIR32016AIRoopl+nssns-AnihoeYllomboill.P.t. Repmbuaionoflkidocument,inonYlmm,hproAibile4witbcotMew ItenpermissionhomAIRoofImses-An!honYLlomboill,P.t. WRSRCLM CJ1L Corner Jack At Roof Trusses, Fort Pierce, FL 34946, d11 esign@attruss. com Qty 4 8, 120 s Nov 12 2017 1- 0-0 0-11-11 10- 0 A ROSA A0181381 2x4 0- 11-11 0- 11-11 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0,00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. 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) 2 = 129/0-8-0 (min. 0-1-8) 4 = 2/Mechanical Max Horz 2 - 35(LC 8) Max Uplift 2 = 94(LC 8) Max Grav 2 = 129(LC 1) 4 = 19(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; 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; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Fxxp Per ntxrpae a»x. ne'A 1 rJO. iInS3 t ir2tE!'0 6EA[trt ittlit t (OFpifGNS (9 tpM'it'8`. k;[lthT-,E6SMfAi fx_ Ye di &ur prx"axx ul M+aas » Ibi Lns 9es g piny i[M`; pd Nn kha l lank tl, r i tdaaae ken seh°ee a. tlani M ...se .MM.lk 100. wry ui: poor rays kYmrsel iw [361, 04 he'eas 6esip fq—e ,e.S-01t ;"V ua uwx 100"F"W na $7 dMNaevxea i•+e'a9 resryndA9t I"Re Wro ik sagz i s ln'nba ne r06 aNr.,M, in.i '•it"Bn"i iwey;p4:.wodee Anthony T. Tombo iti, P.E. A uaA',`rtrtzskx*IaNagisNerecrk:Mtina?4+ee.aeQ rrsem.i=NeyetlugeMNn}&rryre ataemmve!Wt( It&milk WNk>Y New#!PI 1e nns;awe 40Nu.heN uaM'nx a h6+rkaHel mop menlimnwlxxm3 ki-.imRe•e:NawAna 9 80083 rte!# mg Orr p+'xm let x!w 114 aR4tHaa.datOQkllb Pita ial rxNNksnPn kirnqCxryaxa SMP h0.'ae&pKX-H81ttkRM[%tN}N,{x:*tlxt4tGb pNnibkt ihl pAM+'lt nryetincM4w44+315GA,ti nt Skupr t,s er;F»'.xn al inti lM ee w'tu e1x., ae t!Ho:nAsaimieNpauwemgyatprtwufleet ikhem6esrefx{nmisAtixekaani8es_gex,x1n,SixamiV-amr*64 AOlwla¢k*4 xekletmduINI 4, t St. , FL blvd. Fart Pierre, FL 34946 Cepyrigkl i PDI66-I[ont lrnuezAniMuayLlomba lik. F_f. R¢produoiun of l6it dommaa6 in altarm, 6 pwkiDaad wiMaut Mt.ritten paimission from AI Rani )rmsei-FRihnnrCtom6o lli, F.E_ Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM„ GJ3 Corner Jack g 1 A0181382 Job Reference a tional Al Roof Trusses, Fort Pierce, Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:10 2017 Page ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-wYwgSiRQdrMmmgBJa1 QReHU1 Keoboh87haf6xsyBJ 1-0-0 2-11-11 1-0-0 2-11-11 3x6 it 2-11 11 2-11-11 c-.: LOADING psf) SPACING- 2-" CSI. DEFL, in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0,00 4-5 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) O.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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) 5 = 194/0-3-8 (min.0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/257 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; 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 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 5 and 57 lb uplift at joint 3. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard aaq Nnu Elxt.ma"tk`kI IOGe%HSS[SE"iEllErj, 6ElEikt Et#dS 4(E111CX4 rkS15M H7;1^,krnGVCEJJ.EAi Ias. PaGr hsipt prmxas xf trial wrac seas t rss Dehr.ui;fC; ai s4s kialxrl Ea unit tk-Idxear Slmz+see nc Udnsdkr",u stdNmhe toosoh 141ek; xstsx ya'+sld>'kngNNF]D iakedd.ks.ent Desryeiepsene.Sn rMrr Et}ixx`, AasMxmr tOa npesexsrcktepaetdikpdassNd eq»eeiigieslxsM1Ama NhsgtdNsadt st»inNrileloo sde xM lM. 'khaysnsaMx kalay;sdnxs.cmq Anthony T. Tombo A!, P.F.. vIeudtiicl, so, . Won isN etkts00 d Da o.xr.tor o"xr cemar•iip"Wetk wit" yesipar..a rayxtri0NW,A,Vsl ih bid tm*,q.pa xd Irrt'kgpnt dlk'Domlm Wool d M.nis.leax W.stt sa!pe os"" WWry M kN myxs:V.of ez 80083 kt, 9d4 klxw..r. 110WN ot—M pa0%,1otlkp [agninieMkN,r;pNkktntlS(dedxN4 Ihsi `F*.4W.,Kn 4QSl St, Lucie Blvd, tlerauidknpa`.xand«peM nsa«xmq lE dl ixs»s ksd,ed tk tmcDesr#t E«p«auc tEiNtatlad Desna al s4Ssaa `alaza Bar kdW klity;<duk!aas atxtdadnitFi. . w tart P;erce, FL349C6 toprrillil07R16A-Itoot Items - Aotkoay 1, Combo 111, 1`1. Repradottiot of Ibis doromeo47t toy loom, isprehbiltd aithoot Mt -"to pewsuoe from A-IRootTimor- Antfrony 1, lom6o ill, p_t. WRSRCLM CJ3L Ply I RYAN HOMES / SANT Corner Jack 14 A0181383 Al Roof Trusses, i --- --In - esign attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Thu Decc ID:fXMofrMaVb?Z7FFUeY3 NdzegNi-OkU2f2S2O9UdOgmW8lxgAV1Di I-0-0 1 Q 0 _--- 2-11-11 2x4 : LOADING (psf) SPACING- 2-0-0 CSL 1 DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WI 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP 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 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 - 69/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 63(LC 8) Max Uplift 3 = 44(LC 8) 2 = 134(LC 8) 4 = 30(LC 8) Max Grav 3 = 69(LC 1) 2 - 187(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 134 lb uplift at joint 2 and 30 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard O A O PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% acxq tMu pelgHr mN.Me'ki t3C-111Br'iEaEt',(FG,t1A(tUdSif'15i11^}C6ppM j'-t7 k(Ci@Ft[aIEA?'INa ie Ar Nab [oMYxen ul reN e9tt.fx46.r: ors ,3rlry i((u; r(Cee AlM1ngt 41411,t E. ton Awh* ar AAut gke;rYu ueM MMIW-aNr M![e we:Ar ! Fi I:.NNe1M AI IiGt dedd_ 4s L>t saa 4l hglMN?i! SM aR hgYMx;:.a 4LdMM+tO'W';wsMatLpa:e0 Nl V0mi""t—M RV'Wwm I, a, O,rq M iaph{. skannNx at 101) Mlr MW R4i.'N h}ql m,ar- 4Maq mamal."dwin ifi h0llp T. TpRti)0 :ti, a.E. ml sedalcr:ItlS meNW4"1NY<tW NlmdlNZJaNI.INQ#Nr''M vde7wL ILetada}Oetpe atN:MhndhLR(.ar>tiMIININ 6#aar:NelAeflLi lt IMdna:UBMIM.Iad s dal Ilpylpd'Ly:alp..IsdNaaMdkxnMd'.NrN:eyal#:tnd « Tomb a#0. dap JtlyM1 N(M'M pi:Mkl4N Mi #Iht [aQ ill (#taSllaS AajLI/d i11 Nl QtUblt M}NIMN/1M 11iNRNYM ii4,rINYfMd4f iM ik S{[A 110 idNLMLE IMY!',Nltt [r-I MYM}h;ft[M}AiattlR4PYY tr['14:1 N,I,F4S Ill4+R I9Na d0 iYt.Z aAtA1!1SN Mkli laa#Yu wad lY<'.MkNi Lpad+tMaamq lr di pn:ec YMelut @e Gl x Ot4 m:galnS eGt a. tada[ass4 N,N11., Srnra ipeta dal ad%y uitald,IN #gas Ne el Brad Ye lfll 30083 4451 St. Lucie Blvd. Fort P!erce, FL 34946C#p ii6l 2816 AE taa! [tares Aatkoar 1, laabe IIh P.[. tepradaniaa of skis darnmeNi, in aaytolm,it praMibil¢d #iMaut t@e Nrinea permiluaa ham A I Raa(kalset Aathoor I. IamEa ill, F.E. Truss Truss Type Qty Ply RYAN HOMES / SANTA RASA LM CJ5 Comer Jack 8 1 A0181384 Job Reference o tionalp--- - In _Decusses, Fort Pierce, FL 34946, design@altnAss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:11 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-OkU2f2S209UdOgm W81xgAV 17X24tX8OHwEPgU IyBJe2 1-0-0 4-11-11 1-0-0 4-11-11 4x6 II 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0-02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 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 4-11-11 oc puriins, 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. (Ili/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/342 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 5 and 98 lb uplift at joint 3. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% t% blip-Nau MrgM. rnbxta a -I IDC-nUSSISY'iFklEl'16EFhtA;(EIMStE_I DIFILIti(UtIDK N7T,kf[NOi E@4MENP Ibs-IerAU knp rrinbasWnxl+»tt miashaste;.yRMlaq(FPPb7 Me Al r11 N 0t tE.lAbea<SNrtt »hn nl Ulln: qMs+¢l aMHlc7k [DD, x% tUlekclaactx pab sal'.»rtNlx hl F9@Haedd.4sl'•lrss@euq Elpaa il,Sx'Mtr El}an;, me adawF@@nKtSWsmbaYalttd%trAStfibM lq'>,€erlglfyauNliry i+at ttsya etM sn PfF :it{elNbAte IUD ah wM FMI 'M ktpttuaN ms.NMaU tMfmMl. tnldMr Anthony T. Tomba itl, P.E. ai+u 0on,1 h^W1I 4" h'sh eirin}done 0xat.MOxxr's aasr.a lyexe hl MNiq Usrglv.. aFh laendia tR;.. #:9: aN %e Nla MNaq la.a (R i. `k apxnl.dia F@@ls/x. hlN ldlNe ttess.a.iwgEa araq, ssge. urMUMa lid bnxg AoG mbe nstalxi3,4N.d « 80083 nlra%x¢iesNar of (eao-erx Ei xxs sltmaMF6@xahl ryetlatt aQ ybidxa d%l FxlbgCaymsa SAeb lah.ama,USf, ieN sowhF71 WSUA be:dblxeIIk pauB pJwle. Fhttrteesk esµmManitea U.nnF%t bssE%nyla hest 3lsEopxb aU hex NNdbMb, veils eflrauld a lgc:abla 1prgl gaxrrmq 1. df ixt tonatrA. Eklnss&i>Egxab aNDl uSl taUaU 9es»}aer,bl•ls Stwenfgma Aooq aaMq. Ni ip,aalunxosxeakemHnFB f. 4451St. FL Blvd. Fart Pierce,,rE 34946 topyTiR@t 76i6A IRoot(lasses- Anthony 1. Tomlin Ill, P1, teprododiob ofth"doromen6many Win,isprohibited wAhoot the xtoeii pomwoo hoos A-IRootircnes- ANiho%yttomholll,P.t. WRSRCLM (FG1 Truss Type FLAT GIRDER RYAN A0181385 Al Roof Trusses, truss.com Industries, Inc. 2 t0-2 5-4-8 7-10-14 1Q-5-4 12-11-10 15-6 Q 18-0-6 20-10-8I— 2-10-2— f _2-6-6 -I 2 6-6 + 2 S 6 i __ 2 6-8 I --2 6 6 -f 6 f — 2-10-2 I Dead Load Det>. = 1/2 in 4x4 11 3x10 `-- 6x6 3x8 =-- 2x4 II 3x8 -- 2x4 11 300 -- 4x4 II 2x4 II 10 15-6-0 LOADING (psf) SPACING- 2-0-0 I CSI, DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0,73 Vert(LL) 0,23 15 1,999 360 TCDL 10 Lumber Lumber DOL 1.00 BC 0.61 Vert(CT) 0.70 15 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Wind(LL) 0.22 15 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 'Except" W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 3582/0-7-4 (min.0-1-8) 11 - 3687/0-3-12 (min.0-1-8) Max Horz 20 = -39(LC 6) Max Grav 20 = 3582(LC 1) 11 = 3687(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3013/0, 1-21=-7010/0, 2-21=-7010/0, 2-22=-7010/0, 3-22=-7010/0, 3-23=-15509/0, 4-23=-15509/0. 4-24=-15509/0, 5-24=-15509/0, 5-25=-15692/0, 6-25=-15692/0, 6-7=-15692/0, 7-26=-15692/ 0, 8-26=-15692/0, 8-27=-7378/ 0,9-27=-7378/0, 9-28=-7378/ 0, 10-28=-7378/0, 10-11=-3073/ 0 BOT CHORD 19- 20=0/ 819, 18-19=0/13382, 17-18=0/ 13382, 16-17=0/13382, 15-16=0/ 18119, 14-15=0/18119, 13-14=0/ 13776, 12-13=0/13776, 11-12=0/ 871 WEBS 1-19= 0/ 6577, 2-19=-545/0, 3-19=-6795/0, 3-17=0004, 7-14=-649/0, 5-14=-2588/0, 5-15=0/ 884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/ 2273, 10-12=0/6913, 9-12=-710/0, 8-13=01724, 8-14=0/2043, 8-12=-6823/0 Continued on page 2 WEBS 1-19= 0/ 6577, 2-19=-545/0, 3-19=-6795/0, 3-17=0/ 704, 7-14=-649/0, 5-14=-2588/0, 5-15=0/ 884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/ 2273, 10-12=0/6913, 9-12=-710/ 0, 8-13=0/724, 8-14=0/2043, 8-12=-6823/ 0 NOTES- (10) 1) 3-ply truss to be connected together with 1 Old 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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 (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) Vasd=116mph; 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 ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) 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. PLATES GRIP MT20 244/190 Weight: 347 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 404 lb down and 125 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68 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 up at 11-0-0, 282 lb down and 84 lb up at 13- 0-0, 282 lb down and 84 lb up at 15-0-0, 282 lb down and 84 lb up at 17-0-0, and 282 lb down and 84 lb up at 19-0-0, and 342 lb down and 92 lb up at 20-7-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1. 00 Uniform Loads (plf) Vert: 1-10=- 180, 11-20=-20 Concentrated Loads (lb) Vert: 1=4104 10=-342 2=-134 7=-282 21=-127 22=-208 23=- 282 24=-282 25=-282 26=-282 27=-282 28=- 282 2) Dead + 0. 75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads (plf Vert: 1-10=- 200, 11-20=-20 Concentrated Loads (lb) Vert: 1=-338 10=-296 2=-116 7=-246 21=-107 22=-181 23=- 246 24=-246 25=-246 26=-246 27=-246 28=- 246 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Fill. metal=0. 90 Uniform Loads (plf) Vert: 1-10=- 180, 11-20=-20 Concentrated Loads (lb) Vert: 1=-141 10=-160 2=-63 7=-140 21=48 22=-101 23=- 140 24=-140 25=-140 26=-140 27=-140 28=- 140 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) t '1kapllase Mar" f4! rmee tle`A-UJC Ii?tSiS PiEUlt F6<rH+i [nMS1(' 11GrS r3si911f#Itt;k,frLieliSliMEtli`la+!. Wd, its*ed aai"', atoil-rcvdif).rI 1W, aP4e lgMr i ha, q, I E W., skw W.e se Uden ow.","'i retie TD@. IUIe.rwratlr rafarse/ he 2elfiaxewl. rso rnt 0esyrfryrnaf x.!atr Eryaex:9r serlamtDO eprtaltaaapK e rl tq lydros4ad rnrmemrnsrauWnr4 ea/ec:{taFlk;ayr f.:s/el:v/aMtW ale vela Rs.l.'le he;laxcay ws Nrt.y.aanres. c.Mirkry f W ra rl a+.slmx4 a, Mipyithe reepruhla.dt3<gxex.lkp+xr'sre»,.et egala Mekliaq Dtsrlee.4M:ramdMllC. Z:Wtie 6la k lfa€Men€flt.l.'legpae of lk U9 ed rn heNradlle fnrr.rciNrq b+lti;.y. cage rpNM,a xd grta ld #rz n.lavl,fmd AnthonyT. fombo :t?, PE llr kz 9rsaw( ereeat«:. dN arottara+MFG6 rd tie Neaaerad p/daes rl qe talNry Cr aea}ben ismara K4l lydl.sb34 r>1MSxine.dn xWW rmrt 4xa lM nhas 2a espana0orts a&axtKAat ni Reuper,t.rskv4xiyAea erlf gcMkMr'a:a. aku Y80083 Q rtuvla lrllyd kSaxha7 eyed a7aaxabr}li dl rynxs iaahct he lau:kuga:arnea is AG[xe raw,r§es a-xl r., .l^4pa .gars ds7 sedkar A6 cp l xd ara5 aex ldad airtil. 4451 $t. Lucie C1E Skve3. Capylilkl$t1plpAlRoof6azses-AalkanytiombeflLP. f. Rcpeo4u0iunuflk+sincanenl.ioaayform, ispeehtGitt aiPooalrkearittanpmmufiaahnmA-IRoof teauef-AntAoayl.faa6uIII,F-E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM, FG1 FLAT GIRDER 1 J *? A0181385 Inh Rafaranra /nntinnal\ Fort Pierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:44:23 2017 I D:3cbD6QA9icxoTnUU N 8i_XizeZZ I-OLwcB b6sgsL U Y5vbgu455kQtLo_oeY?v7rFJ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=31 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-10=-131, 11-20=-20 Horz: 1-20=-8 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 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 (pin Vert: 1-10=-131, 11-20=-20 Horz: 1-20=24 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 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 (pit) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=-5 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 I AaalA-Rase aarpaamee Ae'illCf>f(iffiS[S Yi41tEC1 tYA@£IEtaSL(Ca',A'tt&iS (aSUk it71'kiR%C1.i&SNEACIar.%aat sit%yaeaaas dyed rare as;a inns kzq Aa.ut;iytaiat Aa.nrl txAt ,yf. tdlrtae Ata kkl:c as adaaaa•ae ada.ae lW. xh later;raanayaAa.CNrsdtal%etD6a.taN. %:e ins6esptcapaen t SNialttEagaH}At.9..1 D!pals,..g.1Oatpacsslxaalatautrtpaslxlar atwr,lNsap<Ir,t"tfxMlot aw Wattll..ksprsrAWx..N.ay:xpnas,uarN#t Anthony 1, Tombo!I!, P.E. aedfusl'. stWm Wirt is lklayxsiNan al.O trt.IAr o+at'sa :a pN tr na MNat (kutas grit rratddtk lC. At t: as qt bta A-aNaa Nt ak IN -I. T"e t 0I. TToo.,$ !will, d at;nts, .a10,"n¢ Arpt sdfl adatas N-q 4*kae f."' 0400 w 80083 n, t,NxyttspaaaeM:ecritxaes,aWeWon a%I.pollsxtyaeaongal 41169%t aatstNnaAa.aasnra,.eaIll NoWAatraaatatat,ray. tm-IxSasat.rsyasa+mtsanaa.sdYst.+csoesyeat:t,satsynee}aaxShrssa, %ace tt,aMss 4451St. LucieBlvd, r!%aau ldixlltald:at ptM pa A.xap /t dl ta.:es ara:,N. Llaxs Cet:EapxaaAGt 4t %AJay ht,pw.al sS7xam EgAar dap allay Allex%da4 a;As aom /a elaRlJ EoFoil,n; c e¢e, FL 34946toprt,lht@?h16A l Aoolbossts- Anthony 1. lool III, P.E. Peproduclion of this lomnent, in coy IN., is prohthiled iMeet the .""to pe(MiSsion ham A Aeoflro%u% AAtAony T. ic.ho lA, P.E. Itn. WRSRCLM Truss (Truss Type Qty Ply I RYAN HOMES / SANTA ROSA ' FG2 IFLOOR GIRDER 1 AO181386 1_ — Job Re (optional) rce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:12 2017 Page I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-sx2QtOSg9TcU?_KiiSTvjiZLXSHcGN?Q9u8bokyBJ t 3.9 1 1-9-7 f 1 4x8 r 2 3x4 == 1.5x4 11 1.5x4 11 3x4 --- 48 4x4 II 4x4 11 1-7-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L./d TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) 0.07 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) 0.10 9-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 2593/0-6-14 (min.0-1-8) 7 - 2465/0-3-8 (min.0-1-8) Max Grav 12 - 2593(LC 1) 7 = 2465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1976/0, 6-7=-2063/0, 1-2=-3825/0, 2-3=-5833/0, 34=-5833/0, 4-5=-5833/0, 5-6=-3928/0 BOT CHORD 12-13=0/516, 11-13=0/516, 10-11=0/3825, 9-10=0/5833, 8-9=0/3928, 7-8=0/460 WEBS 1-11=0/3757, 2-11=-1223/0, 2-10=0/2374, 6-8=0/3936, 5-8=-1177/0, 5-9=0/2255 NOTES- (7) 1) 2-ply truss to be connected together with 12d 0.131"x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and 1013 lb down at 5-7-0, and 1013 lb down at 7-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase= 1 .00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 10=-1035(F) 8=-1013(F) 9=-1013(F) 13=-1035(F) PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% 1 coup Neru>t«epM. rr+ux Me'A I IBC, itetis±'u;tFPy 6FAf4l; [.WS i r'fri (FMi'0.tti['; 7[4WtYP-.EMEA Ms_ Pei ku{r temum wi repl ubs a Ibr «rrss 3u}rrry[P9; w rAe 4Nlrt i hrtu d;. F E. tdaeus 4ksr iebu ns UMnr Nke se :mM ee tk ip@.'r 011,11s 1. ,M'.k .4 hI Re 1JQ i}k BA. A•e fn; Qtilpl fepmn f! 1%Mitt Ee}mu, nt ledM Mf iOO(pltSMh H4iSp9NeNM pelxlNeM tM ele gtiltleeSAlldfA Mks'yndM t.pfi SfY:4INMM1l tpQ ldf a4n IR-1. _ AM*a riSg1A4N NbeAp gdIYN:. 4nuAINry Ann*ny T. E^RmQ:11, R.E. e4+xtl4srn 4•x. FnlgpiclkrtlAmtidlrlrAli<Q.ett.MO.arise+A»•r.4 cleat e;rat luNrry 6n4ee aAea uecr tlMNi ae R: of qe fusFAuy:l;ek eea till "h ppe due'Qp eat ee•hdf dce net u1epp eml;eel n q. dNpue ex(quAnj ed teMuyaW+ard $0083 Re ca ml les af at(mea:. t3l a s:xa.:e,MtM e4 Me pmrue: arl lnlduerdDe kAMp ceecrosu SMq g7ram IXV-IdN W9e t'I t511NA ue,duaxeak pauN Auas. IM1l m§nsRp esp^,Neus eaemssndn.l.x!Oeupml:rs, es upaeu.e7 q.s M+ade;ma .ekst eam.rurrdutl,o:aa•M epe(.Peu..a, Al 01 pmesrmmf.helms Fein, dw.,i, VTt* 1+4ul N,j. . lmt,.gsuc cpnm e.( enixp Artaote a44- ec Ad"4. 011 4451St, Lucie Blvd, C8P!' r!M(C12PIb R-I Aaol6uues-Ambonp l.lomdaill, P.[. RepmAuoiaa oHMiA documtaLmany loan, icprogi6Bed wirM1oui Me nittma permnsien hem AI Roof treAUA-FathearLFort Fierce, FL 34946Eom6e lli, P.E. Qty I Ply I RYAN HOMES / SANTA ROSAJobTrussTrussType WRSRCLM,. FG3 FLATGIRDER P.11 A0181387 Roof Trusses, FortPierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:45:26 2017 Page 1 Q I D:fXMofrMaVb?Z7FFUeY3_NdzegNi-2TDRP7tN 14oOYDPOnPWs8NrAmkFm37eHOQc41 zyB68N 0 4 2 4 11 __ _-501 -- 2 O'15Y45-1- 2-0 148 82-9692f2- 6-11 2-10-7 Dead Load Deft. = 5/16 in 4x4 11 3x8 == 6x6 = °xO ' xy 3x4 =- " 4x4 t i 0- 4-11 2 4 1 t M-12_ t 11 5 0 5-1_ 4-6-14 2-8-8{ 2161 2 --- 2 1t-127$ {. Plate Qffsets_(X,YZj1:Q-3-4e0.1_$] C2:0-2- ,0-1-Sj, C8:0-2 4A-1-81z-j9:0-3-0,0 1.-8] _C11 0 3-0,,0-1-81, C12:0 2 4,Q_1-81 C15:0-2 4 0-1-$j, C17.0_3 4,0-1-81._ . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.28 13-14 776 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.58 13-14 377 240 BCLL 0. 0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.05 10 n/a n/a BCDL 10. 0 Code FBC2017(TPI2014 I Matrix -MS Wind(LL) 0.10 13-14 999 240 Weight: 397 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 'Except" W1: 2x6 SP No.2, W2: 2x4 SP M 30 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 10 = 4043/ 0-74 (min. 0-1-8) 18 = 394610- 7-4 (min. 0-1-8) Max Horz 18 = -39( LC 6) Max Grav 10 = 6000( LC 2) 18 = 5709( LC 2) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=- 12592/0, 19-20=-12592/0, 2-20=- 12592/0, 2-21=-21235/0, 3-21=- 21235/0, 3-22=-25533/0, 4-22=- 25533/0, 4-23=-25533/0, 5-23=- 25533/0, 5-24=-25533/0, 6-24=- 25533/0, 6-7=-21921/0, 7-25=- 21921/0, 8-25=-21921/0, 8-26=- 13352/0. 9-26=-1335210, 9-10=- 4819/0, 1-18=4679/9 BOT CHORD 18-27=- 5/1280, 17-27=-5/1280, 17-28= 0/12592, 16-28=0/12592, 15-16= 0/12592, 15-29=0/21235, 14-29= 0/21235, 14-30=0/25533, 13-30= 0/25533, 13-31=0/21921, 12-31= 0/21921, 12-32=0/13352, 11-32= 0/13352, 11-33=0/1377, 10-33= 0/1377 WEBS 6- 12=- 2115/0, 8-11=-3717/0, 5-13=-789/0, 2-15= 0/9210, 8-12=0/9126, 1-17=0/12025, 3-14= 0/4578, 9-11 =0/1 2706, 6-13=0/3846, WEBS 6- 12=- 2115/0, 8-11=-3717/0, 5-13=- 789/0, 2-15=0/9210, 8-12=0/9126, 1-17= 0/12025, 3-14=0/4578, 9-11= 0/12706, 6-13=0/3846, 2-17=- 3629/0, 3-15=-2256/0, 4-14=- 822/0 NOTES- (10) 1) 4- ply truss to be connected together with 10d 0.131" x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TIC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) 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. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 319 lb down and 168 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68 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 up at 11-0-0. 282 lb down and 84 lb up at 13-0-0, and 282 lb down and 84 lb up at 15-0-0. and 282 lb down and 84 lb up at 17-0-0 on top chord, and 795 lb down at 0-114, 795 lb down at 2-114, 795 lb down at 4-11-4, 795 lb down at 6-11-4, 795 lb down at 8-114, 795 lb down at 10-11-4, 795 lb down at 12- 114, and 1003lb down at 14-114, and 1003 lb down at 16-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (" SELLER), GENERAL TERMS CONDITIONS CUSTOMER (" BUYER") ACKNOWLEDGEMENT" form. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase= 1.00 Uniform Loads ( plf) Vert: 1- 19=-60, 9-19=-180, 10-18=-20 Concentrated Loads ( lb) Vert: 6=- 282 12=-202(F) 15=-202(F) 3=-208 19=-319 20=-127 21=-134 22=-282 23=-282 24=-282 25=-282 26=-282 27=-202(F) 28=-202(F) 29=-202( F)30=-202(F) 31=-202(F) 32=-259(F) 33=-259( F) 2) Dead + 0.75 Roof Live (balanced) + 0,75 Attic Floor: Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 19=-50, 9-19=-170, 10-18=-20 Concentrated Loads ( lb) Vert: 6=- 246 12=-647(F) 15=-647(F) 3=-181 19=-268 20=-107 21=-116 22=-246 23=-246 24=-246 25=-246 26=-246 27=-647(F) 28=-647(F) 29=-647( F)30=-647(F) 31=-647(F) 32=-817(F) 33=-817( F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal= 0.90 Uniform Loads ( plf) 1 16- On n.•dn-_!An •dn_•sa-_on t onunueo on page z fpuq-pace oregdr rexa@e ki G1DF(AUt4i1(iEt(fr"f 6E1;1k1[{IkfSt(P6(At1C9i1C9Slilp"%%h]",k([1fK:f@GMfXi lks-}!rM1{!tu¢}MMdtts NI RA1 tMet 911xtl etf 9u ge lvw}RCd u11M Ae1Wil LOtM d.. ffldaertt Sem!9dxe n5. htS dle r,A aMH MAt i0Q. t8} Amkr;mar; x }+exaNiana Mtge lDDxanMl to e'rns Dezip fgaar e. Saeueme bpmeerj.a: udnwlDD tr}relate mts;epce:edM pdndeal etlaeeaq nNMUNImr*ok la:yrdm<sa 1""do o m oe TODalr "it. 141 Toto'rnnmpim lday:dm", wil t Anthony T. Tomba):H, P.E. d nedn, tw l Ma Detyevaw wotaa(.1" doe Mdl"xa}ekmefpl. le µdue dtM'DDdmMH.tedMirest.aMoglrsMce{nsmp., lRdldredkuo4 tN!Mae esraso,ind «. 80083 ne Onaxt Des sr dCameutR. kY mxs u;kn.t ma y dhe psama eN }MNoepdm NANp Co eam SMlrt xarx t(tfrtdntebN ta.M suk u: rdxeaKb and pJfae TF-I MSias ae-eyarttname+w bus raz l+ss Btsyee cat Des:lrt t.pan ml oas r,MKaee. wbst 4451 St,'Lude Blvd, e.0aatu ddaalge( edald arrme}47 dl fara pWnt. the[ae r"M hr";3 Ila ke tdtat s%" . Im, Slcas iv-d oty)"idq Allot# hose a dtluanfMI l=ort ?ierce, FF. 34446 CoprrilhtV2016A-I Roof Imses 011oey1,Tombo111,P.E. Reptoilvow0 Aisdocument,mooyfur,tspoohfAaed+ahcoithe rc neepomsssioahomA-I Roof how, Amfiomrt.tamho111,P.f. I wua t ass type Uty Ply RYAN HOMES / SANTA ROSA WRSRCLM FG3 FLAT GIRDER 1 A0181387 Al(Trusses, Job Reference (o_ptionalj_..-_--- ARoof Trusses, Fort Pierce, FL 34946, desi n at truss, _—_7 9Q8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07'45:26 2017 Page 2 ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-2TDRP7tN 14oOYDPOnP WS8NrAmkFm37eHOQc41 zyB68N LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-140 12=-795(F) 15=-795(F) 3=-101 19=-113 20= 48 21=-63 22=-140 23=-140 24=-140 25=-140 26=- 140 27=-795(F) 28=-795(F) 29=-795(F) 30=- 795(F) 31=-795(F) 32=-1003(F) 33=-1003(F) 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 Unifonn Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24= 48 25=48 26=48 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase= 1 .60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24= 48 25=48 26=48 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: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24= 48 25=48 26=48 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 (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24= 48 25=48 26=48 ioxgNNtr iexrgd}tnw,N'11 i70 tina4"if.iflr't 6tOHt; fEtdStC:hLf11Gl Cdit"uM{'p7T,kt[Y81;ibaaEAi"Mc le+M kxp lxmxmdrt¢/xtstnta;tvrssdrsys 3rniq;[DO`; xeNidNryl traox 0itl. tdaxar 4nr al:rns. ddarsdM.ru xeNaN100. h ksl. wM ncdm H11:4ssM brNtOkwkrdd. 4se; Ompgas!li SxnnrlgNx.nudxmr 109!w"W'a-rw, ONN 4"VV Nsaykl ,I*q,#xM too W,w,nMI.:k/sia xvayam IMay imxax!. naN+at eil rednn fres kwda4giukre ,NlmdNJ.ur NQ.ai:w•,riwr,NrOMxNtxllwp OnipmaN.:m xdNlC..he3`.WNlxtt 4uMap;rk m9 Pll `k qt,r, dlk'.00 aM m. hdlr rfnet,n.k:lapq bxer4q. sm ge iMlpia aekxay Nl. seN rsya ux ad Arf'hony T. Tptnt)0 ;l?, P.E. IN krMay OmU.ar ae(s:xw,: ul nas se: arc AelOD W4MM sm/pddwes dlmdxlnq [,xyunt Sdx}ka+aena UU, ue,a 9r tn,d SNtxe NxMtU'x &OR$3 pd ypxYy.aax: tt,Ikhx, ria ee.pm:s+F:tmes ak snn rtie Ins Mnpx.t.Ms Jerq, [ep.><a alf ps kar6tax mwr, 4451 St. Lucie Blvd. Kdes.nnkhaeeSs:Nwxryrrk qa wxrmq hdl yxsr; rerdN tk Ges;uu,qut,,.AGlea da lay &aysx,rtl rs.nta igwex dat mlMq Ni rgaffisst a=as xe rr ld»Nw[tr4. Copriitkt >t) 261d A -I teo(6 asses dalhaap t. lamba lU. P_I- teprodaaioa of lhis 00MINnl, in Gay fmm, is prohibited .4001 the wmea pewm 'ioa from A4 dool l rmei - FolhOoy L lambo lll, P.L Fort Pierce, rl 34946 Job__ WRSRCLM, Al `Roof Trusse: 0 18 FL01GE ....... GABLE1 e. FL 34946. designAa1truss.com Run: 8.120 s Nov 12 2017 3x6 FP--= 3x3 = RYAN HOMES / SANTA ROSA 1 A0181388 Job Refe_rence_(optiona s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:14 2017 Page 1 7FFUeY3_ NdzegNj-oJ9A14U xh4sBF IU5ptVNo7flYGB4kVfjcCdK4dyBJe? 01{ 8 Q 1( 2}}-- 3 4 5 6 7 8 9 10 11 12 13} 1$41 15 16 0 STt STt ST1 ST1 ST1 ST1 Wi ST1 ST1 ST1 ST1 STi $Ti ST1 L 1 Y 0 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 FP-- 30 -- 1- 4-0 1-4-0 1-4-0 1-4-0 Plate Offsets {X Y)- j1 Edge 0 0 12j, j33 0 1-8 0 Q 121] LOADING ( psf) I SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(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 ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-5-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (" SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 8- 0-0 9-4-0 10-8-0 i. 12-0-0 _1..._ f13 4-0 14-8-0 f- -t f 16-0-0 17-4-0 18-5-0 1 - F- I- 1- 4-0 _ f 1-4-0 0 0 t-4_0-- 4-0 t -4-0 1-4-0 3 0-0-12j CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 17 n/a n/a Matrix- S Weight: 82 lb FT = 0%F, 0%E NNtmp . TWI.IR, I . khn ;Wkkuxt. mtt .'saw,tsVt(wMM ufr Miiei, onaM llg stMdktck is Eh llikknkt. As t. sEetq..Esp,,e,e.yakh!;a)"rm.ne teUaon lsiepece%saY.rphRa t3 AF F+Nrvivaz.. wpaa rag+ecpoarn:nM hktiip dm.1k.e;,t"4aM1^&W, eWt iftI 1% 1,,, "to"; Anthony T. Tombc) IN, P. E. W.; eAmiiiWa. At+'M iihe ralecsntk±rdkrGa kuC aa'i»Iq+tM yexuAx f.aty.tyro.pkr redt!f<.WN:ab':nd»rPo+W'.Mafe>d'bt,A'aew.r full srddt Gtn:}e1iu}upnxaMkwp;uilam e.Msixihd=80083 a. wiuyp: ,evaanm"-Aa +.a»>aroza w<n tares+x•++^x* '.*n samw".n»ltrs re Nna nwsni.,++«=ad as*+. 1 '+ t Fie»f4 n>t.vaw:x;,<r<mt t «.?t.,,s,4o-t „a stttV tw- mot, 4451 St Lucie Blvd. aw„, ts+»Irt xtmed«:.qap,"md..xl,n;o trpE«,i;w,nrlwayarty+.a,rss.u[q.d.*r«ux k,pign,dw„oo sa+e"?r.; For*Pierce. It 3a<346 Emplt ighl +IQt6AtReat (msus-Archon}Etumha 1p, F-f. Rtpio6moo 0lh,s401—1,tanaylot—,ph.W0 vdlW the w,Mto pmm wo ham A I Rout Iow Audinap i. lamha lCl. F.E. Ply A ROSA WRSRCLM FL02 Al Roof Trusses, Fort Pierce, FL 0-1-8 III 26-0 1 3x6 _- 2 Truss Type Floor 1.5x4 II 3 6 1 1 A0181389 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1524:14 2017 Page 1 ID: fXMofrMaVb?Z7FFUeY3-NdzegNi-oJ9A14Uxh4sBFIU5ptVNo7fa 7G?JkL4jcCdl(4dyBJe? 3 { 0r 0 Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 II 3x4 3x4 3x6 FP -- 3x6 =-= 3x6 -- 4 5 R 7 A o 3x4 -- 3x8 MT20HS FP 1.5x4 II 1.5x4 II 3x6 -- 3x8 3x8 =-- Plate Offsets (I LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 18-5-0 1 Edge,0-0-121,-[4 0-1-8,Edge] [5:0-1-8,Edge1, [10:0-3-8,Edge],_j11 0-1-12,Edge] j17 0-1-8,0-0-12j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0,32 11-12 685 360 MT20 244/190 Lumber DOL 1.00 BC 0,83 Vert(CT) 0.41 11-12 528 240 MT20HS 1871143 Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 10 n/a n/a Code FBC2017/TPI2014 Matrix-S Weight: 92 lb FT = O%F, 0%E LUMBER - TOP CHORD 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 980/0-3-8 (min. 0-1-8) 16 - 992/0-7-4 (min.0-1-8) Max Grav 10 = 980(LC 1) 16 - 992(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061 /0, 3-4=-3061 /0, 4-5=-3668/0, 5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0 BOT CHORD 15-16=0/1837, 14-15=0/3668, 13-14=0/3668,12-13=0/3668, 11-12=0/3668, 10-11=0/1908 WEBS 8-10=-2081/0, 2-16=-2031/0, 8-11=0/1326, 2-15=0/1352. 7-11=-300/9, 3-15=-296/12, 5-11=-911/0, 4-15=-947/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. xaaq-flku daaykrmNeiN'AI tJO rM!Si4(>EtttC}bfAilF. fE1M51(:fltptlt%S lDtl%,"p tl,ktll4R Cg;N[A'gr I"rt, knppaa,ax5 aq rrmf Mr:weps l.sr Oe;Mtrs ItGG`ase lkt 1plptl lamas a, tE-lAaesn 4lan zeiae me Ddss.Nkr.,sr ndUa qe l6D. a'y d+p4;panaf W'k ssl Nr de tDDNk nM/. A: t'rnsDnge (gwas!;Ia Sx,aHr Eepax. Aa udws.lD@reNesedswacsxa;edM pdasneed eryasa-ul ieynsiallh b•Ns lasys sA Dr sap I kl^Ib rode t00 adr afa lql tk fecq n:enpnas iapiy eadnw;. nnk4tl Anthony T. TOffi ho ili, DE. erol eu dMsta; •Nel"IlNgit lie lsspasik4ndNt'l.aa.lkB+xfs eriMak ejlale lk MkNy OerMee a N;-0 d lk lfL. Ae l6i al de lwd a"Nagyak Mf IM 1.74 gpasn d on Too sal tef M1eN dde'nss. as:leda laMi!ry. sArpti Nllahea eN MrAg sld kNa rt4:eclaxrd rTom delmNN¢1tSywltQCaNMK.A71Nxt{vw.ealowl.F.U"ektelrDeetdNalalogtC mw.e1r-`t'RLIINfiFou,,,C,in.*WAa3ldatQlO*t'..LP4.ti1FICF5/HQtR5aJ5{Y.hnl4Mfki!nYdSi`a4`Dtilfltt,l-}s5 f5i rL1]IMaYalteffYAMY.Ata.gYS elxnu ldluth aSd•ar eN nnrn A dI a+ss mrN,ti re hest De is lPl rk lAd 8es a. 80083 atasstcrze4 C M 4451 St. Lucie Blvd. M r r uyA EgNea aq pe epeaa da kdN All ca*110Nc 1—ldeed Nitil. r0(L P'.erce, ft. 34946 opyriRD1C01PI6A-IRortt6nsses-AnikonyLl.401101.leproklioeofflindorument.incoy form, isploklilitdwithouttitwritoepermissionhomA-IRoof lfwes othunyl.tombolll,R_E. U4 7-0-0 i Q 1 6-10-8 Plate Offsets (XzY-- j1 EdgetO 0-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-R Weight: 32 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 6-10-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 13, 8, 12, 11, 10,9 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 4x.ap 13Mte S k6pile,ts`t.!bs litC.474gSFSj°it[r;. o-E tl,'tMS t,c1Ct'glfS;tl$2^ult-'W!€t"Ai1%QlrtfB6llAT!M 7n!ku n rgsartuswltMtNx NtRt?m;fix:pF 0.'[fly iD(wC 0.`SkMa(! f!l111M.t:.l@mMp'ktA kMt+s}. 4dtsSp s,tt tE@MMBA IDB. NI. w'rk,uePaNNnsMNMwNkA `M MMN axtt , , taq ra ugae:e ti aa,taa,xn«e m. rdn, .pr pa,p a,e ms>x aM , ma a twa t !n ner, nsma q, eM:,artan AiAbony L Tombo IIL P.E. W abtM;irnsNsmfi..'hq:she .wxrrd dMCww.Ar aF's:YM:roigtMaAr2"dxq.p .aOtfMtadArtq'.AeAtwtAe rcMMNYgseNwt Ni. I%qp 10A,WWofIMI s d(Mirxsx csA4nxqu4.s5xsxlo." MMlMusgxtAA l +` BQ083 ax FaUUP 6tsi pi:ak>;lu. AA+m aaay;k tOGWMpxm,W".,V, Ax EeMayiamlmrtW, xaosx n.txazi,P 4e.+xx, yr e+a,axeled :Mc,u(x,q.[+ ruu: t.mrar,x<«.x,,snk tpra a.A"u . x q ,Nx,.:.x xa+,e»tn<. J t. Lucie Foil er(f, FL 3494(, 4Pyiglil C 7016 A- i toot how, Amkn4)tl"h4llLP-l. t0(li Qiq[t RR Fl lk tV ItlA1fRl, tF 9Qr ®fT,iS+Qk,k ted•ilk0Ul lkE xl!1f4@PGi 91145 Pk 19A1AiAp41 t}; 41t APIkOlY t. IOmkQ .Q f. Job Truss Truss Type WRSRCLM FLQ5 FLOOR Al — -... - - ----- _ ARoof-Trusses, Fort Pierce, FL 34946, design@a1trusscorrl 0-1-8 3x8 =- 3x4 '- 1 2 3 4 Qty Ply RYAN HOMES / SANTA ROSA 5 1 Job Reference (optional A01$1391 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 10.24:16 2017 Page 1 I D:fXMofrMaVb?27FFUeY3_NdzegNi-I(HxilWBDh6vUbeTxlXrtYkua3ezCD203V608VyBJdz 2-3 4 1-3-0 2-5-8 1-3-0 0 -8 Dead Load Defl. = 3/16 in 3x4 3x6 FP--= 3x8 :-- S A ] a U 3x6 =- 30 3x3-- 31;31112 3x6 7, 3x8 - 3x8 MT20HS FP -= 3x4 -= 3x8 .- 3x6 FP - 3x10 - 3x6 1.5x4 SP-: il LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except" T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) `Except' B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 26 = 1090/0-7-4 (min.0-1-8) 16 - 217/0-3-0 (min.0-1-8) 19 - 1603/0-3-8 (min, 0-1-8) Max Grav 26 = 1095(LC 14) 16 = 311(LC 4) 19 - 1605(LC 13) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/0, 3-4=-3506/0, 4-5=-4382/0, 5-6=-4382/0, 6-7=-3227/0, 7-8=-3227/0, 8-9=-3227/0, 9-10=0/636, 10-11=0/632 BOT CHORD 25-26=0/2065, 24-25=0/4295, 23-24=0/4295, 22-23=0/4382, 21-22=0/4382, 20-21=0/1714, 19-20=0/1714 WEBS 2-26=-2283/0, 9-19=-2451/0, 2-25=0/1593, 9-21=011692, 7-21=-269R0, 4-25=-872/0, 6-21 =- 1458/0. 4-23=-261/571, 12-16=-290/282, 11-19=-733/0 NOTES- (7) 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) Plates checked for a plus or minus 0 degree rotation about its center. 0 CSI. DEFL. in (loc) Well L/d TC 0.94 Vert(LL) 0.57 23-25 430 360 BC 0.94 Vert(CT) 0.79 23-25 312 240 WB 0.81 Horz(CT) 0.08 16 n/a n/a Matnx-S 5) 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. 6) CAUTION, Do not erect truss backwards. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 134 lb FT = O%F, 0%E xaap-Nuu riauldr mww ae'k: tJQ, fl+'tt?1{"iCtE['(6E@}!i tftM4 4 (:4pllCAi4 (rSi-:1M i'WT' ts[AGnC%2&%f%i" les- }aM %n¢ ymaam ott real odes a Ifa lieu ae:. 5rhu{jrlK! n%iM Ardlky 1 }aet>=i, } (. tdaeae 4nrl!`e rsz daa dkr.ae Baal a Me tDR. ag Mal . raxetix }:re. rW!. x rrHta M I30 a ie dd. 4; r'. n 0 rp fegaa 1y a 4x:a%r Faxea;. M ud a •. IUh aprsmas a acexw:e d ae ndn:wd ayweaK re4aulnnr it M ett:la d of swipe }. ss fry-JN a 1e IW ah rda i-1. 'b de.'p n.rnlna: bNw};aamns, cmdrnT ml sed&s Gas9 rn taNrysiM re ia.iW d3b:l ur %e Owaiswnr:arµar M1lal}a Onr ahf taaadiu My, dr x: al %e Nrro }"ro, Ne ax fxl 1r rrne dlk'W eN a!all redae c.wa% 1w1 Anthony T. fambo ili, P.L. t +t q +t 'Imw aranaaroi-t Me4r.e .*rsa>>nd e tears; Jn}a M(aaa•r kt!aas srt ar>..MlOpwile pvn-urs a}gddrasdue an%q eww}aaa w}myla;Ya.an assr HNrsgwah r'a7l;usqae=da aesa pxrr roaun iR-1 anx.s ar n,µa,ea,e:mt.u>: aael,n as pa.rmate,ycts}saw .a tr.zr w,Aa:rc:rwusc $ 0083 1110.111 4451 St. Lude Blvd- zt CappipM Qr 201d AI Roof bones -Anthony Clombo lll, R.E. Repmdu4(an of this docunent, in any form isproAibilnd without the wince permiszien From A Roo(Imuos-dathonyLlanbu lll, F,(. Fort Pierce, FL 34946 WRSRCLM 4 FL06G Al Roof Trusses, Fort Pierce, FL 34946, 0-1-8 p 11 F-- 2-6-0 0 30 4x8 =- Truss Type Qty Ply RYAN HOMES / SANTA ROSA Floor 1 1 A0181392 Job Reference joptional) truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:16 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3-NdzegNj-IiHxil WBDh6vUbeTxlXrtYkt43gpCFgO3V6Q8VyBJdz f 2 - I I 2-1-4 370 , L 2-5-$ 1-3-Q. i 0-11.8 Dead Load Deft. = 3/16 in MSH422 3x4 == 4x12 -_= 4- 3x6 =_ 3x6 FP=== 4x10 = 3x3 II 3x3 2 3 5 6 7 8 9 10 11 12 W3 TS -- .— 72 - - 29 28 27 26 25 24 23 22 21 20 19 3x8 MT20HS FP 5x8 = 3x6 I 3x6 11 5x10 `= 3x6 FP=: 4x10 5x8 1 1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Cade FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` T1: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) "Except' B1: 2x4 SP M 30(flat) 134: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) `Except' W306: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20,18-19,17-1& REACTIONS. (lb/size) 30 = 1689/0-7-4 (min. 0-1-8) 20 = 1899/0-3-8 (min. 0-1-8) 17 - 168/0-3-0 (min. 0-1-8) Max Uplift 17 - -48(LC 5) Max Grav 30 - 1693(LC 14) 20 = 1902(LC 13) 17 = 263(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6033/0, 3-4=-6048/0, 4-5=-7209/0, 5-6=-7209/0, 6-7=-6340/0, 7-8=-4257/0, 8-9=-4257/0, 9-10=4257/0, 10-11=0/851, 11-12=0/851,12-13=-114/323 BOT CHORD 29-30=0/3358, 28-29=0/3337, 27-28=0/6918, 26-27=0/6918, 25-26=0/6340, 24-25=0/6340, 23-24=0/6340, 22-23=0/1987, 21-22=0/1997, 20-21=0/1997, 19-20=-323/114, 18-19=-323/114, 17-18=-323/114 WEBS 2-30=-3709/0,10-20=-3018/0, 2-28=0/2962, 10-23=0/2485, 4-28=-1444/0, 10-1-4 CSI. DEFL. in (loc) I/deft TC 0.97 Vert(LL) 0.50 25-26 496 BC 0.82 Vert(CT) 0.69 25-26 359 WB 0.70 Horz(CT) 0.08 20 n/a Matnx-S WEBS 2-30=-3709/0, 10-20=-3018/0, 2-28=0/2962, 10-23=0/2485, 4-28=-1444/0, 7-23=-2401/0, 4-26=-357/319, 5-26=-309/0,7-24=0/674, 13-17=-1491421, 12-20=-890/0, 6-26=011384, 6-25=- 720/0 NOTES- (11) 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 17. 6) 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. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With IOd nails into Girder & 1 Od nails into Truss) or equivalent at 5-11-4 from the left end to connect truss(es) FL07G (1 ply 2x4 SP) to front face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (plf) Vert: 16- 30=-10, 1- 15=-100 Concentrated Loads (lb) Vert: 4=- 845(F) 3x3 = , 2 13 1415 18 1716 3x6 _ Ltd PLATES GRIP 360 MT20 2441190 240 MT20HS 1871143 n/a Weight: 163 lb FT = O% F, O%E Ifaaq lklu l"dr r"" ak'tJ IOC`[f7SAS riE4fY'}6[r:lR [FINS t(2FAOICI}i lu'I9 11'U.rN6R3>•iwtEAClxe-Fertrr Nup r"aelnr at ee an Nlxih"s iesln l:.w1[rpC ai is AmMrl faeir U,.tf-td"ant An+k+ci use Udu: MIC+,SegMl nele IDp, NIIRf (NMM(rMk {111.MtiN i"ia l4Daae f. 4:t tti flEs rl a ie" S1fl11RY tq_: 111W..I IDO.tMtIor41R"fit#N:t IIM„d34SN1N flrYfA'Hr" "'4W4 I'm 6n4a01e4rylti 1di•1N"ra lW 114 klM.i. Anthony T. Zomba 111, PE. Gel pl if T31'.'o' mr"N"ri4rNltipivgimdh!ItM1.MC"lttilt4S!'I.NIjIM '.1k{afMj 451rM'.fIN(M1'AMII. hil p la IN#wkfYj.l ild M1. 11 Cry1t11151 Qp N1 N!Illiff!(11t iMft.";{lfMf 1911'Jep CA?IrE RYM1nN N Nd kltJp IiI NAtt l!1Gldfid z80083 n Ix a}R,4a " 1c a cr, xu: « "n taear aMo 1a as 1"a 1<Ien anagr wm av ,mw-au=pµisw rna ua nr ax avrm pfun mla ,l .np , «u avara t ,i D"' ", i,: _,?-W1., t:Mttnu 14Na14i a:ahrt " 1 qa"+ Wd mxs e!eN tk I"u u x":, rtt re F" as, "tsSve E rs arta pN rxn.l t k"I"e" 11R4. 4451 Lucie Blvd. Fart Pierce, FL 34946 taprciidl l 16l6 kl loaf [ rustetAndueYLtombo 86 P.E. Raptodanioa of lRis locunern, in orlimm,it pra6dBed withoN ll2e"dper peamistion hom A -I taol ireues AasAonrLlemb"ili, F.f. RYAN HOMES / WRSRCLM FL07G Al Roof Trusses, Fort Pierce, Ft 34 Plate Offsets 1 Floor Girder esign@a 1 truss.com 1 1-3-0 8 0 A0181393 un: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1, ID:fXMofrMa Vb?Z7FFUeY3_NdzegNi-DurJw5Wp_?Em61DgU?24QmH8L 313 1 0-8-0 I 1II 3x3 3x3 -- LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0,01 5-6 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.02 6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 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 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 - 945/Mechanical 5 - 953/0-3-8 (min.0-1-8) Max Grav 8 = 945(LC 1) 5 - 953(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1076/0, 3-9=-1076/0 BOT CHORD 7-8=0/1076, 6-7=0/1076, 5-6=0/1076 WEBS 2-8=-1311/0, 3-5=-1311/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 14=-350(F=-250) Concentrated Loads (lb) Vert: 9=-623 PLATES GRIP MT20 244/190 Weight: 20 lb FT = O%F, 0%E MBAMr ice$. dQSM it tNNa 0, I ni}fiSf.,ii:;ft:ba.t4, siw t ittwi,14S ir$2t`Ni-;t!)<6t'; AiEX*iMlIASMt41"'MR. 10, M,r r8.S ; Ml c* W" M45 hn, 4.p t' qaJt'.W ^M 4",7 40. I9. r;. tLWM(}G4ti Slut" :khu ai," "*MNMId W. k o+xror Nlk th9ho;kM Nl CAM M+k A"i a :w n-,r, 8 mn isgaa'..A W m;iJ,tirl,wl..,W.Il "Fr l nsmpnis nf."U,nk, 7yacq.d..I; .,tgrcw $,I"o o, a ,,R, Anthony T. Tomho III, P.E. W aro ,IMa.Harajs .psd.dw"Ca.ra. M1N11YldirM aet. 3z.,gra..w"Oe,mnittMam lU+tdMgtNaW'M_E€kaNl*aidAlraAlgaifml n,r„M .+w a a,M.wrn ,auaM.,w,aa+„e t8Q 783MtM1NtM « W .ahaN,. tM#a N M 3t i W #t B W }++x:». # A tm G } EaaplaM SQne 4fMma: Y i rail 11 rf W lkt K hetx 14^ rMNtl radlXf prl !}lqp, Ir" miaxAA+x, W IMf, d ,M hes; 81,:.t "asF 4"r EJ_ W :.. Mantt?xr 4", nM«i. ,igorMrc,,2.gedm+ •,aM.c.rr'pn", ..in t,.an.,,r.t..a«,r,c,,n<1«iaga,pan."s.s,ci..[q;arada,a.aan. A i,Pw,x r-a.:.res nt,.tnr 4451 SG Lucie Blvd_ Fo Prc res,, F(- 34946spTrig6fs2'2G16AiRao(fiu F¢Aa74oey f_fombo l, P_f. Qrp,nirnron of AiAQcmm eyia ony tala.3a FreFiQilnQ.ifkuuf i6€M, insn pamissiart I'm ktteul lluscc AatMaxq t.kmbo lll, P_E_ Job I Truss WRSRCLMk, FL08 At Roof Trusses, Fort Pierce, FL 34946, des 0-4-0 f- t 3-0 i! - 2 6-0 5x6 x= 3x4 1 '1 d I! 3x6 Truss Type QtY Tly RYAN HOMES / SANTA ROSA Floor 1 1 A0181394 Job Reference {on Nonal] _ __ truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:17 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-DurJw5Wp_?Em6IDgU?24QmH80T1 DxIX919s_gyyBJd) 0 8 2-1-0 __-_-_-__ -_ 1-3-0 2 4 4 1-3-0 0 1-8 I ...1 1-I 0.12-12 30 3x4 =_:: 3x6 FP 3x6 = 3x4 : - 3x3 =_- 3x3 11 7 8 9 10 11 12 13 14 3x6 _- 3x4 3x6 FP== U8 = 3x6 q 020-11.0 Q-4 .... _ 13-8-820-512 - __...-.26-1 1 t3-4-8 -- 6-9-4 - 0 0- 4-4 Plate Offsets (X,Y)-- [1 0-0-2 Edge]x_[11 0-1-8yEdge]z j21LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) 'Except` B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1 = 700/0-3-8 (min.0-1-8) 16 = 336/0-3-0 (min.0-1-8) 19 = 1220/0-4-15 (min.0-1-8) Max Grav 1 = 723(LC 5) 16 = 345(LC 4) 19 = 1224(LC 13) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-747/0, 2-3=-745/0, 3-4=-745/0, 4- 5=-2023/0, 5-6=-2023/0, 6-7=-1768/0, 7- 8=-1768/0, 8-9=0/423, 9-10=0/423, 10- 11 =0/423, 11-12=-322/0 BOT CHORD 23- 24=0/1667, 22-23=0/1768, 21- 22=0/1768,20-21=0/1215, 19- 20=0/1215, 18-19=0/322, 17-18=0/322, 16- 17=0/322 WEBS 10- 19=-311/0, 1-24=0/989, 4-24=-1020/0, 4- 23=0/393, 5-23=-412/0, 8-19=-1516/0, 8- 21=0/893, 7-21=441/0, 12-16=-420/0, 11 - 1 9=-730/0, 6-22=-315/0, 6-23=0/667 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. CSI. DEFL. in (loc) 1/defl Ud TC 0.64 Vert(LL) 0.17 22-23 954 360 BC 0.75 Vert(CT) 0.23 22-23 714 240 WB 0.47 Horz(CT) 0.02 19 n/a n/a Matrix- S 4) 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. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 108 Ib FT = 0%F, 0%E w' Katj hMfkuroiam.t,' W 11401, iow ln::4s0x<w If talk low, 11-41IErdaeat—wt-5u0-0ae'--dMKtlD..1 MA1ei; ttanx pn a4;kaelM nle luutlk tm/. 4et lYts teSHl ilgnrr lt. ixnmr ftpai 1e utlaar NDlt1lGea4a aRStdKt it at p4et9ad xq'amntr aaauulbC h'Mlts :+qR tart 1. uboe/m Me IN adr. M. M1 11 h1f.1140ai Itdq UMn«s."naam Anthony T, Tomho 111, P.E. a4ltFFMSlli4»?? ae la4iy lttkleSptvNINeF1AeJlal.M1tOlalilQk•Itd eltaKlk kdHtl ulSMo,,.'em""llkll-*11f.1kW0k.*ojj'deWl,t-Ie(M-elS' ..4kdf16A4r.o-at_IIiNNmH pb kK 4ldr 41—"Wdtt11 z80083 0,M4s3h' rt,.1(a"t 41Ne1,FlA.a, Igo arlkgxkxsOfon"na,0a,On" (tKpe Wt,IFK ".it!f:POMt0lindWA x+Nataah!}n C?4ate ly,Ift—'krtylsWAateltl W110ietls:@eu{tK,I es1kTEMW10tmtK.od, —.to- 4451 St. Lude Blvd. titk!RI511{ NfkeiMal!}M!]aalYlilirkme^^tSRta}etLtklilSSi'N1 11iMlaiiAtl{AerN*PitFi4lK,Kly4Srt?enflllaaK#7lKdkf!11(.F*adk'KSKtrildaNull( Fo(tP:erce,FL 34946 R Ceptlltht T016t-fReaf6nsses-tnMaayi-IombelltP.f. Repmdettionofthisiomarm,many bee,isprohbitedwilgCult6c-Rep tetmusien6eaA-I teal lrauesAntM1oertlamtolll,P.E- J00 I russ Truss Type Qty Ply l RYAN HQMES / SANTA RASA WRSRCLM FL09G Floor Girder 1 1 A6181395 Fort Pierce, 8 1-3-0 Job 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1624:18 2017 P5ge 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-h5Ph 7RXRIJMdjvos2jaJzzpLrtV6gGdJXpbXCOyBJdx 3x3 I -0 5-4 s 3x3 --= 3x3 --= 3-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.01 6 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.01 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0,00 5 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5A oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1094/0-5-0 (min, 0-1-8) 5 = 798/Mechanical Max Grav 8 - 1094(LC 1) 5 = 798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-565/0, 2-3=-791/0 BOTCHORD 7-8=Of791, 6-7=01791, 5-6=0/791 WEBS 2-8=-958/0, 3-5=-958/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) 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. 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1 .00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-779 10=-749 PLATES GRIP MT20 244/190 Weight: 19 lb FT = O%F, 0%E tneep 14M}t ticw r stttt» N'ii t `df tdS4t "Sfti:r_ NA 1A' 1W t Millers-@ %*''wit- liC4t7,ii'.PH Ar *. fx$t kt p lataettr; M rnl M4s w R[S !txs 0t41pk t".:a?p@i *'M! ., I I, * IF,rf IMCtltf LkN klar ak. mu a' ...... o. VWX. "dr lN: tl OneA ppts cbA krwd frc at D 4I"Ot 4"It :ce:.elkMr{, ye.N3h;mMm 0e ntieo- ner I''a t><:ertax:epexe M A" FMes.ves rydn rl fspk 4r fn. 4t kip a m.11, ita;i k"Min9a Ir W,'4" 11.1 1r kspeSteR{M.a;, W4;tag.t "! '4 r# edlNs t. Ii . W h+gstx.Masrxla.dke Gea 4e '.e4isuAn NryMakR t"A upv.ntxi ttrkt4tUt.9e Ik:PC'k!ap k Naq sak al.t. Ik gNowl z<'k f16W Pieid edlril wiromq+elinq. acre}. mix8nw ledkrcep kgktk t.pnMl^rd Anthony T.80083 t;, P.E. A ! N l i Ipei rd krrl¢. FIl uk I M q Mx IW Md a pcn s W ryxptMt d Ae kxiFiy QnpMM tdrtt Mn Ewa 4`.i7 p#I ciN k N W Skt rr ida N Mr pnttd prf.Ke tNl frMe 4Ae rapesttil:.it i M"s d 5 l sat v°uq+et. nyv Csy iry teE .mts Mwd¢ x. wht - 84D87 W e;<kfa"1lrtia9a0 grad epe."nughxt panr •rnd :k7„uRe, p,{nmr.ne.^. ke Ynk,ry 0.es,pai.e ni S slwEdw!Faknd d kind k+a. ax a>iA,xdia'R E. 4451 SC. tGCI@ Blvd, w f upright 2(ti 6 k 1 leaf I ueset Aatkaa. I. Irmba Ill, rC tep adualin of tAic dainm<al-in enp lalm, h g ahi4aed reilQout Ihr_ wdncd pm issian Imm A-i tunl Irasaac AntEnaxl_ Po.9n flt, P_E. Eo,* Pierce, R 3`4946 T--rus---. Job Truss _.s Type WRSRCLM FL11GE GABLE At Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com 011T8 t 2 I 4 26 25 3 4 5 Oty Ply RYAN HOMES/ SANTA ROSA Jo 1 1 A0181396 b Referencz_ootional) 8.126 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Thu Dec 7 16:24:18 2017 Page 1 ID:fXMofrMaVb?Z7FF UeY3_NdzegNj-h5Ph7RXRIJMdjvos2jaJzzpRXtYOgJeJXpbXCOyBJd x 011f8 30 6 7 8 9 10 I18 24 23 22 21 20 19 18 17 16 30 1-4-0l - 2-8-0 4-0-0 _ _5-4-0 1_Q - - 1-4-0 1-4-0 Plate Offsets {X,Y j1'Edge,O 0 12j _(27 0 1-8z0 0 12j [ LOADING (psf) SPACING- 2-0-0 TCLL 40.0 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) BOT CHORD 2x4 SP No.2(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 ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-11-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16. 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 6-8-0 8-0-0 9-4 0------ f -.. 10-8-0._.. 2-0-0. 1-4 0 1-4-0 1-4-0 1-4-0 1-4-6 3,0 0-121 CSI. DEFL. in loc) I/deft Ud TC 0.08 Vert(LL) n/a n/a 999 BC 0,01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) -0.00 20 n/a n/a Matrix-S 12 13 0 ST1 _ i v 4 15 14 13-4-0 14-8-0 15-i t-0 1-4-040 _. I t-4-0 { 14 0 PLATES GRIP MT20 2441190 Weight: 72 lb FT = 0%F, 0%E IANra RIWif S.mMpilt FNu+!b-A-ICJt iA@SSK"Si'.rh?M:LAI t,d6;L(61WTiGA$;4K'v'N;Mti", AtALCY12E0GM'Si'hrn raft detge ta-"ALtNS NLial ANKNmt S*c;lk.iKRi.Np iiXt,.Rd As bRMdv'tAaN .f[-kfatNt keN kWt rN. mkAx lSM!*lk cAmdNMI:O-xdr w?,tlsaAa p4Ati d N A s&aNd atAt.:zt m?gaa o. N<snt R ,a A reduceNc,NelgN ufi k cxeiNpx og ntptNtmh NNu}an wp iNprnaNeolAN. Nda n: tkktq n, FN wtat aapN: ,N. Aathoap T. Tb 7bu (tF, P.E. ANN4i N; sht ar ixUaAgab ifrymm&ndNxG wAuC N+.'s N4Fw mqu e±at+ky§t,:pm xkA re: hrnm Ni.M#'. a+a x8 r+mp New,n! rN imo Ad lxJ Ne N, ndd et7b irat +NASSq. 1waL+. .N&.N od NCe}1NnNw euNtau tk p ao r sa.Nm w. ss , 4aMn ei Max naasN1 xset" a« . ax-t o4no:<,w.,aa ,e 0:0.N,E a:n, Bv083 w.,! r t,s«art,au".,.rt,rm:+v+A PNdShL.;da.M4, s yr[yan*Ncs<uwM«xa.Ntc 4451St, LucleBlvd, ika« tlMmdnAtaet ql,N go.+icspke{eate. »a d :N tt4e NagARes'u L,I MinIANl Mika « .,: s.NAef+xrd N:Ip q. A,,Nx:,,t.u4x ir-t For. Pwrp, FL 341)46 41fefy1l1Mtom' 7016 A I14a11.n:tet Asthosy[- Iomhelll.P.t. I,P,9110,000 th" do wa's SAY Ws, Z$ Pmh,bted wfMeui the* V'. Pmmaxsiort 6omA{Footlmttes Aathusl C toat60111 fir WRSRCLM jFL12 At Roof Trusses, Fort Pierce. F( truss type (uty t'1Y RYAN HOMES / SANTA ROSA FLOOR 4 1 A0181397 Job Reference (optional) truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 10:24:19 2017 Page 1 ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-9Hz3LnY3VcUUL3N2cQ5YVBMS?HjYPf WSmTL$IgyBJdw 1 1_-9-0 I I Q-8-0 I 3x4 --- 3x3 - 3x6 c 0(8 Dead Load Dell. = 1/16 in 3x4 3x6 3x6 =- 3x6 15-11-0 15-11-0 Plate Offsets (X,Y)-- [1:Edge 0 0.121r14 0 1-8,Edge], [15:0-1-8,0-0-12], 117:0 1 8 0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.20 12-13 941 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) 0.27 12-13 692 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 81 lb FT = O%F, 0%E LUMBER - TOP CHORD 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 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 - 852/0-3-8 (min. 0-1-8) 14 = 858/0-74 (min. 0-1-8) Max Grav 9 = 852(LC 1) 14 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2512/0, 3-4=-2512/0, 4-5=-2727/0, 5-6=-2488/0, 6-7=-2488/0 BOT CHORD 13-14=0/1555, 12-13=0/2727, 11-12=0/2727, 10-11=0/2727, 9-10=0/1588 WEBS 2-14=-1720/0, 2-13=0/1058, 3-13=-299/0, 4-13=-513/59, 7-9=-1743/0, 7-10=0/995, 5-10=-713/50, 5-11=-96/257 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. wa{xg1nlnMrk}xannale-Ftmc. n ssar;cutt.r,Ew:u[[exsat-wziu[srynox,^x,t t a tta ts>wttrrttw.}t,tlnptalwattl.>tttEt.,tEc lxct,matc anwt,ttcwmEtawtt tt.t:nat.LtaaE«t mai,<t.,< aaEctax.{zEaakkattoar a/tl kk'n, }wn! ux' M t9!(nl14l tlQ S k aa. 4.1 • HS wtllil lt}IkEt!1 k nlh (l kN;. I tla k N) tUw'!(ttSM4 M enHwl:t a lk }ta159ikx Nlik'il} «ykcaawt,,' nt k4'}h iq Sw}(E t , 0014 k NE IDD W, kt IN I. 'k 1}11A i59Mpk1. Ikb};kewk:. uaa" ea ,taa:{r,lc=a•k t.u;y„n Ml.;nun NO.. ZO-6""'m tgca n-tk W6.1n „}n• mo, Wm a lx ltt as at w nt 4,0 t.wr;tk akr 1 Y ZRk ala?owoxk nat kaMrua. znnq sxa erg. sx=pt. nlnnant al kem k =!t}»u; a Anthony T. Tombo IIi, P.F. wr 45nv}9lslvr k.6at.Em lIz..u=w,nl lwwlanxtnt9wIr,00 emke la4c t,.Mwo!tvu.m vxptkw"lnttlsutut,anaea*"..?wft, it trt:9k; ar etc ,.mt, a 4 asosra.ra:[rupe.I,xt eet.ilpan aN n.E{eter nx,n-.kc, ^ 80083 t3oM{E kfllk 11 s: a•at yrtea ap!!n.,mg1r Ia'ms :me4EI,.0 s,' is lG[mt+:fel9m ,xI!.; S7sttx iy,xaas>Msa}s: ap ank n,es et as IeAaein[tl 1. 445tSt, Lucie Blvd, w Fort Pierce, FL 34946 wphliM 1201d A -I koef bwszes-Amhony t.lomAm III, P.f. Reprwdaaiow of igis iauaawm,lw wwt tme,is Prwk itwd «ithaNlfit rdnen parmitsien hom A -I Raot Grosses Fw hwnrt. I acbo Ili, P.E. Jab 1"fruss Truss Type Qty Ply JRYAN HC WRSRCLM t FL13 FLOOR 2 1 Job Referen Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M I D: fXMofrMa V b?Z7F F UeY3_NdzegNi-9F 0-1-8 1-3-0 3x6 1.5x4 11 3x4 - 1.5x4 11 3x4 - 2 3 4 5 6 lSANTA ROSA A0181398 istnes, Inc. Thu Dec 7 16:24:19 2017 Page 1 VcU UL3N 2cQ5Y V BM S5H iq PebSmTL51q yBJdw 1-3-0 pp-4- Dead Load Defl. = 1/16 in 1.5x4 11 5x6 =_ 7 6 9 oq 3x4 -- 3x6 1.5x4 11 3x4 =-= 4x6 --. LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 - 847/0-6-14 (min. 0-1-8) 9 = 847/0-3-8 (min.0-1-8) Max Grav 15 = 847(LC 1) 9 = 847(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0, 5-6=-2587/0, 6-7=-890/0, 7-8=-890/0, 8-9=-892/0 BOT CHORD 14-1 5=0/1 530, 13-14=0/2587, 12-13=0/2587, 11-12=0/2069 WEBS 2-15=-1692/0, 2-14=0/1049, 3-14=-335/0, 4-14=-484/140, 9-11=011182, 6-11 =-1 30310. 6-12=0/859, 5-12=-433/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. 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. 15-7 15-7-0 sj,_jt6 0 1-8 0 0 121__-_ CSI. DEFL. in (loc) I/deft L/d TIC0.67 Vert(LL)-0.2913-14 >643 360 BC 0.80 Vert(CT)-0.3713-14 >497 240 WB 0.56 Horz(CT) 0.03 9 n/a n/a Matnx-S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 78 Ib FT = 0%F, 0%E f{uug fiase llxepllytwMeae'S IX RIMNUIl't ARAM, r£U0 tI., N;Im,lowf 1 lexlt aU f. tdn mt4nr9riae as W1 ow.rsr Doti .6, Too.,f ailtx: Matat taa44eexrSti tp lnt i66roktod, A!RTn, beat it—e 1 t. SWDA, t000t; at"o et Ay MFnW' ttpa,e o IN For WA te}+arlp fSygSaanY ' Do in y:r aasxpe l 'wood ee ati66 W,'4r TA rk k5 p te3eattM,.iW tgkaNS. ttaexxN itlPlly T. lQrnl7o ;Et, .t. M ne0W,I—io oq Wool n no"rpni'low 0 Z.9 W0.."*ad.e=Re1"4oagre^.amasa eeK%,4.WatWuk.":*waMI'It4r,tabe?WMn, htusdlk?se...aglt"t iw:w atnuam.t W4 un; n•nwi;w*o a30083 n, Fnilnpa.,hyCnan. dA xurxn.melC9at renxtt gtidoaosoMrxMq(wlxtrn Soh}ire aeaw tCX-pN,ktm'ao%A(ApssAxevd4p lnrcM#nkx:tr-a5a,;atts{rnncau,emamtsrta:I wti, Renpmr.Ln: 3rstpntx IN rmi+leavew, situ 4451St. Lucie 6lvd- faxmtrdaltrj-Att! IrNl i(Fd Mgiq.[Ihq l{7 pfl%SatP#lti lk llRSifu'It:b lOH it Ail lfti '£9d4S t91{I SStGdi!tpNRlrRj Nda1 FII til 1`1d3FAI ttt Ya t kld l3ltll. Fort aterce, FL 34946 w fopytilbt07016 A - I toot bussts Aalhooyl.lomholll,P.E. teprolottbn of this iomnent.ia coy lorm, is pcolDbatdwithoanht."Ven putoinioa hoof A -I toot hopes- Anthoartlomho lll. P,E. WRSRCLM FL15G At Roof Trusses. Fort Pierce. FL 34 o-1-e 1.5x4 II 1.5x4 _- 3x8 =- 1 2 a 022 I a 3x6f- Truss 1Floor 1 truss.com Ply 1 1 1 A ROSA A0181399 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1Ef:24:20 2017 Page 1 D: fXMofrMa Vb?Z7FFUeY3._Ndzeg Ni-dTXSY7ZhGwclzDyEA8cn2OvY-gOi8?ic_74e'H GyBJdf I - - 2-2-8 3 00-11l-8 Dead Load Dell. = 1/8 in 3x4 1. 5x4 11 3x6 FIR - 1.5x4 11 3x6 3 4 5 6 7 19 18 17 16 15 14 5x8 3x6 11 4x6 11 3x8 MT20HS FP- 3x6 11 10- 4-0 12-11-8 1i 19-7-0 10 4-0 2 7-g 6 7 8 Flats Offsets (X,Y)-- 11:Edge,0-0-12], [2:0-3-8,Edge], [5:0-1-8,Edge), 9:0-4-12,Edge], [11:Edge,0-1-8] [13:0-3-0,Edge], 16:0-3-0,Edge), 18:0-3-12,Edge], 21:0-1-8,0-0-12],___. LOADING( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.38 14-16 602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.53 14-16 434 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-S Weight: 117 Ib FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except" T1: 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, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 11 - 160910-3-8 (min.0-1-8) 20 - 1202/0-7-4 (min.0-1-8) Max Grav 11 = 1609(LC 1) 20 - 1202(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4041/0, 3-4=4041/0, 4-5=-4041/0, 5- 6=-5468/0, 6-7=-5468/0, 7-8=-4674/0, 8- 9=-4674/0 BOT CHORD 19- 20=0/2290, 18-19=0/2274, 17- 18=0/5468, 16-17=0/5468, 15- 16=0/5690,14-15=0/5690, 13- 14=0/5690, 12-13=0/3093, 11- 12=0/3115 WEBS 9- 11=-3449/0, 2-20=-2532/0, 9-13=0/2004, 2- 18=0/1918, 8-13=-858/0, 7-13=-1108/0, 5- 18=-1741/0, 7-16=-733/166, 5- 17=0/463, 7-14=0/296 NOTES- ( 9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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. 5) CAUTION, Do not erect truss backwards. 6) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 15-9-4 from the left end to connect truss(es) FL09G (1 ply 20 SP) to back face of top chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead f Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 11-20=-10, 1-10=-100 Concentrated Loads (lb) Vert: 8=-698(B) I 4adq- Hutt#afgd.rfnfx l#t'A-11-JG.Oa(SSfSEllEl"s IEtl:r}IIdS1[2'X.x71CJri(0?1Gie, 0t1`1 RUL'E9udEXi Irca.PMr kuppfrcNfrlw1 tfdfdn MIN,i•f510tsga 0fi.w1([CMG', of IN Ad1n5E tu3f Jiff. tdnaff SIfN!surf m4 Udff3 NFrent"ol u M To m, qlu uu:url:eYs tlN. eerelMM1x nUtfM.Nd,l:f.rmfUesgtfpuaUe lH.NlhffpuN;MsulxurE00'tpfsedsux[tpaKfdlkpdaviudfquu•u}refla M141 MNxp:NAesa f!•ns imorl.r.a,h+A. MI.M N"pnsfupiu. Mft.u."s. t 000! Anrliciny T. TOrnbo ti, P.E. N d#;.rl:tf'M•u.tulligitM fsnt.iNlmdtkO trc.M4.+'NiseNan}fegeNaf lal°q OeNlAr a7k rNhNNAnH(.M1t ulMlrcN taN.O:lN MC rNI'k gyuf NtM'UUWtw lrcll NdMtnss;t:Npq hdtEelt>isge lNlMNf NeMrziy,kN NlN rfquW:;Hd µINI 1N 4l;h4'uE(: raft Al NkAst#t 3 III M[Qe W.FN M °sul pdNNnr NMUNqPWWtZoom WA N6'd!(19tH'N j.-r4mor R08Q lhl p. Y{ hi#f.tStNitii'Nhff M3 Mutt if #1 rte51 fG111f IeF3llS s it PfN Clf ftsSi MNdA'ff'1f R355 f#Hf Afi NEf f;fN^ot/!p<N yuNttM41,01w o"I 4e hfsEktrpa}gNex is 0c15e tfk6a0 ufsluf. rct.fs .yf xnpuer NurudYa{ Ali eN'MaN k'u Nf as tNaaiw tlEE 4451 St. Lucie Blvd. Fort Fierce, FL 34946 Cepwilkl0Pki6d-I Feettfnztes- A#ilo-eyi.lamb* llLF.E.fepfolVOienofMtloronent.in#allafa.isprohiditedrriMcetMe.fitteepumiuianfrom AItoot lrmses-Fethnart.[enk#III,f.I. WRSRCLM,, FL16 Al Roof Trusses. Fort Pierce. FL . 0-1-8 3x6 =_ 1 Floor ss.com aty Ply RYAN HOMES / SANTA ROSA Job Reference (optionalT Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-dTXSY7ZhGwcLzDyEA8cn2Ovc t gi 2 4-0 1-3 0 0 1-8 I If----- -{ 1I Dead Load Deft. = 1/8 in 3x4 3x4 - 3x6 FP -: 3x6 -:- 4 5 6 7 8 9 A01814001 10 2017 Paoe 1 10 0 20to 0Y 3x6 - - 3x8 3x3 == 3x8 -= 3x6 FP -- 3x6 - LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) "Except` B2: 2x4 SP No.2(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) 11 = 1054/0-3-8 (min. 0-1-8) 17 = 1060/0-7-4 (min.0-1-8) Max Grav 11 - 1054(LC 1) 17 = 1060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3335/0, 3-4=-3335/0, 4-5=-4159/0, 5-6=-4159/0, 6-7=-3380/0, 7-8=-3380/0, 8-9=-3380/0 BOT CHORD 16-17=011980, 15-16=0/4159, 14-15=0/4159, 13-14=0/4072, 12-13=0/2023, 11-12=0/2023 WEBS 9-11=-222110, 2-17=-2189/0, 9-13=0/1 500, 2-16=0/1498, 3-16=-291/43, 6-13=-765/0, 4-16=-1154/0, 6-14=-228/548, 5-14=-282/71 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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. 5) CAUTION, Do not erect truss backwards. 19- 1-8 Edge], [9:0-2-12,Edge1, [18.0-1-8,0-0-12j L20 0-1-8,0-0.121 CSI. DEFL. in (loc) I/deft L/d TC 0.72 Vert(LL)-0.4113-14 >563 360 BC 0.91 Vert(CT)-0.5513-14 >421 240 WB 0.71 Horz(CT) 0.08 11 n/a n/a Matrix-S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0%F, 0%E IAAtny- tNr:r NerrgAq rwMn Nt'Auoa nssy=s; seitrl otAtAu, rtttts u?Actm'rrunox tn3n xttaatr=.&GdtA^ mz. limy lenyr Namaw, ari real rdrs w tws 1=ram or,mt.wr,rc; wa d,+anr.n tm,Aa At, tf_tawwAt aril Msa-e wr uatr, dk:.rr adN ernr loo. ra Wlrs;aae.^.rryadr pd'..krsefNnk t]ONkraa. hr4es 0.*fµ ,, ., smaoh tape}.Ar u0wx1109 eryrsra!swwapaaanr yrtlrsaad rgste ay rtsireWaar#Ne kx,rdArt,,ptr Lis bOnknAt l00 wh. ww nid. 'k WiA x:reMw 1.0'"mow".4YAlh Anthony T. Tomho ill, P.E. wf rsedMstn=. Sr xh twNNgisik rnfasikmrdtk 1.ur.MQ"rrisraa•;ktyaxrMr tulhrg Desipr=.,4k rur sdNr N`.dr;K Whe Nra t<:f,y Nr wd ns l.'te ggrrr dtk'OO aNmAell nrdMlme:!%Al1M7ir}.rarer. asMidw uO kw.n raa:kMrtsµrkidird µ80083 rotMlwgksgatat(watre itaAs=errnanttDOWNtpaoaasrNyrddnrsdarlwlpy0graratdm,twnmra'xR-MitrkaktMWsuswnawtxWMpemripNtar ihter5rr;w:<sOrm±dax:adharzd#rinshup w.UnsNswtapawaNrrxuNr,aaiwuwar 4451 St. Lucie Blvd. elw.tw dfiro tsr rerttt rpM yaaomykdi rytxes xAartf. tktrns twp lel—, €i A. TOT 4,4. u l r., s"Ins -s,f "AfiawuakA-wrx44"-If, l. Fort Pierce, FC 34946 4pynglifE126fdAkItodimsts Amhonyl,Tom4oIII.P.t. teprodoaioaoflh,sdo(Owni,inOAT few ispru0i6dedwifhootflit wooersptrmissionhoarA-ftoofimms-AAthonytlomOofll,P.f. WRSRCLM 'FL17 At Roof Trusses, Fort Pierce, FL 0-1-8 1 rruss type luny Ply RYAN HOMES / SANTA RC Floor (2 II 1 Job Refemnce (optional) ttruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu I0:fXMofrMaVb?Z7FFUeY3_NdzegNj-5f5gmTZK1 EkCaMWRjr 2-2-4 1-3-0. i 3x4 1.5x4 II 3x4 -- 1.5x4 II 3x6 FP 1.5x4 II 3x6 3 4 5 A 7 a o A0181401I 16:24:21 2017 Page 1 n4NHtVglDnq$pjyBJdu Dead Load Defl. = It8 in 1.5x4 11 c 3x6 ' 3x8 == 3x8 MT20HS FP-- 3x3 == 3x8 3x6 1.5x4 II 19-3-12 19-3-12 Plate Offsets (XY) _ [1 Edge,O 0-12j,_j2 0 2-12,Edge], 4:0 1-8,Edge j9:0-2-12xEdge] j18 Q _i-8 0-0-12j LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,72 Vert(LL) 0.38 12-13 610 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0.51 12-13 452 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S 1 i Weight: 94 lb FT = O%F, 0%E 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-" oc bracing. REACTIONS. (lb/size) 11 - 1048/Mechanical 17 - 1048/0-7-4 (min. 0-1-8) Max Grav 11 = 1048(LC 1) 17 - 1048(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3289/0, 3-4=-3289/0, 4-5=-4075/0, 5-6=-4075/0, 6-7=-3304/0, 7-8=-3304/0, 8-9=-3304/0 BOT CHORD 16-17=0/1956, 15-16=0/4075, 14-15=0/4075, 13-14=0/4075, 12-13=0/3990, 11-12=0/1959 WEBS 9-11=-2166/0, 2-17=-2162/0, 9-12=0/1487, 2-16=0/1474, 3-16=-291/35, 6-12=-759/0, 4-16=-110710, 6-13=-227/532, 5-13=-270/74 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) CAUTION, Do not erect truss backwards. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard kn.a fi u?ktd+>aeRx t`A-A }# t9iSt 'X:i:r '. e.FA, I:AK4t Man xS 9i?"oM';'IU(E"-ti[AgfltPuY.'A?'Gra.1"ihkt+rn(CtiM.bs MirM aycndas'srxs M:sp ttte.P6a/ IwNIN t: Itenrcriaeet kdwe.0 Mks .sst i'-6eEaMt. MI. rGt!."'V N;1-14Va k.ue!a ik "x"hk•¢N. Asti $t a.AjiMer'y'f Ne e(:q'M«y ale re ure, f.}2rtrtieuswx M +aka Fsk:t:ad e m.Mraq.nt W !±a'rkt gAe uyle;iv:tlquht ae a l.'h^, w. eNr iFl I. Fk karp ktunl^r ba ;MT.'. r. suRq+uuxHIxdne: inlsMer t" s tw>amdtk C.a t4..wNlaAn :H w t Anthony T. Tt2nii30 Ill, P.E. p bMMyMslnu xh gran x n u ReM xw4a;axa niapttdxl»ttaa« t t dM1 t4 « nay iman m.ax«r,ax aarM nd R 80083ntlulkqMinasptiunkuikl»N twin Ar(MpA+At un[ Mr"Otivx k'6tAz,:fk}raaga kid+t. MtIRP rA {M ue11. Ytd Skl. A" el4'rtr"iea.I141e!«af, lit ic[gauk LMs®N Iq a A'ht L•n}z M:>tc.:sn. MF+p Cly+m,W nss Maxe7rtvx. mkss t nza,t€.d : t,t„Mays,y .,,,a?a tau.gMtMax e•aM.sax[ , 4»ls.=fa . e 4mw, :.,aonah.atEin.,. 4451 St, Woe 81vd- gj"gAt 4t 7016 A I RP01 tmit i blh"t I I.W 111, N, Itp,060,00 0 1" AQtumeQl-IA 4Rr Ima ES RlOA pit4 Q MdA00i 1RG "i111tW RAl ISSt@rt ltOfi A I I00t 1"'m ARtAo y t I.A0111.. F t. FC F i'iE+{{n, tt 34446 Job Truss WRSRCLM t FL19 Al Roof Trusses. Fort Pierce. FL 2-6-0 { Truss Type Q1Y PIY HOMI Floor 2 [ IRYAN ob Reference Itruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek I D:fXMofr-Ma V b?Z7FF UeY3_NdzegNi-5f5gr 1 10-2- 1.5x4 11 3x4 -. 1.5x4 11 3x4 = 3x6 FP--:: 1.5x4 11 z d S R 7 R Aa181402I Inc. Thu Dec 7 16:24:21 2017 Page 1 3x6 9 Dead Load Defl. = 1/8 in 1.5x4 II 10 I 17 16 15 14 13 12 11 3x4 -- 3x8 == 3x8 MT20HS FP=.:: 3x3 == 3x8 _ - 3x6 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 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. REACTIONS. (lb/size) 11 - 1030/Mechanical 17 - 1030/Mechanical Max Grav 11 - 1030(LC 1) 17 - 1030(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-3213/0, 3-4=-3213/0, 4-5=-3937/0, 5-6=-3937/0, 6-7=-3223/0, 7-8=-3223/0, 8-9=-3223/0 BOT CHORD 16-17=0/1916, 15-16=0/3937, 14-15=0/3937, 13-14=0/3937, 12-13=0/38'72, 11-12=0/1919 WEBS 9-11=-2121/0, 2-17=-2118/0, 9-12=0/1442, 2-16=0/1434, 3-16=-291/20, 6-12=-718/0, 4-16=-1021/0, 6-13=-242/484 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Qd (Q.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 18-10-2 18-10-2 CSI. DEFL. in (loc) I/defl L/d TC 0.56 Vert(LL) 43212-13 >711 360 BC 0.79 Vert(CT) 44412-13 >516 240 WB 0.69 Horz(CT) 0.07 11 n/a n/a Matrix-S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 92 lb FT = O%F, Q%E Yaaq nwse t mf+gNt'ens. M'F1 UN +ItlAES. KA r>:rikfl ff1Md a iCAWE JMS.PS'4M t"MEi b(rrGMiID511lYY `<+a_ rer#: kf+q Fxrexmt ad W Muc n Ms 5rss Ge,ipP'r"p iD7; MAt MaAaer i (ta} II'. i?. I rzwz iae.N Niwe+,t. ksc kaox u [Me! mAa 13p- Ni 0,70 Wlukttbi—ee}a WOO nk,Mu ae i:4i ttnat veow : da aMssnafgaeetng respes mM eke kep 0W,gk?less 49e.fu 12$W!too, fI I. rM Wp nre:Ite+s, paNaliMrt+M:-s Nh Anthony T. Tamfto IIi, P.E. M redro htMre7Sn a'.eprsnd der wM erctxl alrywa4ea h„pu..nb+rexraprNf.As&.meaakdke!ky>.Mrr.na tpAa d{4et7GakrpMdi eaml,.esaxhdatS>wliuiikrge.nia?E!uWkaYglkdikAxtnpetNli id=841183 ea h4uy h, t 6ntxa,. 4e,w aroma roe tSa ne ttaa s"d a±.ee e a .+,,w taw waa ` err* ,Hn7n s[tl ae, 4w apd.. ens ., ,.ew,airw, ,+kw,mr iex; ,gm..e,un,:p!y e"ar,«;e wnd«;>" .,u 4451 St, Lucie 61VT r0""se McWryeCttaa geedmk'""'.xgh laaesa +•a k 6rss hxT 4ta is 4rke 0,nw, a Feu 4.4ta Egaea 0x e" V,,,W44 A kat w't es krwen Fni For' Pierre, Ft 34946 E6pni9kic, 7016A lk"Ittom A004lt[."011111 1ep10dVUAQ1th4daecW41194.y101M,dpeh.bited.44o1Aeer, Mee p"Mmice 1, wA I toothusses AaMeelttaa4o III, R_t. Job I russ truss Iype aty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL20 FLOOR 6 1 A0181403 Job Reference _ optional Al Roof Trusses, Fort Pierce, @- FL 34946, designa1truss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Thu Dec 7 16:24:22 2p17, Page 1 I D:fXMofr MaVb?Z7FFUeY3_NdzegNi-ZseCzpayoXs3C W5dHZeF7p_uYUIPc?euSRZIM9yBJdt 2-6-0 1 10-2 1-3-0 1-3-0 3II . __ . . -- I I ._._.._ _ -.1 I _. V? Dead Load DeB. = 1/16 in 1.5x4 11 3x6 -== 1.5x4 11 3x4 1.5x4 11 3x4 -- 1.5x4 11 5x6 -=-- 15 14 13 12 11 10 3x4 -- 3x6 -= 1.5x4 11 3x3 - 3x6 - - Plate Offsets (X,Y)---_It_ageeo-0.l2 a o-1-S,Eagej -(so_1 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING TOR CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 - 820/Mechanical 9 = 820/0-2-12 (min. 0-1-8) Max Grav 15 - 820(LC 1) 9 820(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2361 /0, 3-4=-2361 /0, 4-5=-2432/0, 5-6=-2432/0, 6-7=-859/0, 7-8=-859/0, 8-9=-861 /0 BOT CHORD 14-15=0/1474,13-14=0/2432, 12-13=0/2432, 11-12=0/1986 WEBS 2-15=-1630/0, 2-1a=0/980, 3-14=-319/0, 4-14=-418/170,9-1 1=0/1 141. 6-11=-1246/0, 6-12=01746, 5-12=-347/0 NOTES- ( 8) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 5) 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. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. CSI. DEFL. in (loc) I/defl Ud TC 0.97 Vert(LL) 0.2413-14 754 360 BC 0.75 Vert(CT) 0,3113-14 577 240 WB 0.54 Horz(CT) 0.02 9 n/a n/a Matrix- S 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 2 PLATES GRIP MT20 244/190 Weight: 75 lb FT = 0%F, 0%E Many Faa:e mew:;fieuw he'4 I0•I9SH,ni;t.C;.:calta;i;tk44i 4D:QAi:YSii.Il "N!!1", I(4t3n1E8'atkill'mat. tM ke4a xtaeNr:WuN u+etNoes':nas besgt latFret;:@m4 Ae 4MMfi![waaa €.FLkineua uen Salinafitia kei aaa+w tte4t as as 48G W. tliek; afar 110 411, aekr;k `pGnla emti. iral. 9 sa?yMrer iq:am ixg»aa na ts mmx i$6,eaemeaemxsera fi r!mfixwn:Mr rerww++g nsKaua:i@q, le ar8p dna Wll :krymawme l Mla Mier Rd ru laq¢r:ur4 ra :adq;w3 rfi:. ,+maws Anthony T. iomE'0 III, P.E. WndMtant6,en t+; i, ntea. hdnr el neC a.. he No, M qW. t<!rs@ry §erpaw.n he;ew o* IH. h Ut W.44ul e+;/4 4e W'N.{ 14"go I Ole 100 W trr hula 0r: 1..m1"o"q Mq, WieR. a4 umeglltll a Nraptndn0 me od", 0 uln W;MiWe. a eo, NM .,'9W+btpaca lk 4451 St. Lune 6lvd. tWtwmeaadAfitmf4'rt,.rrrwnt 4Aett 4brsa,Mti-W3isrN1 BWSEf4 xaefrrenrfkµwk plwe tPl.4Naar tknuM e*'n WfmtdFla i,ae: Ce,mx..uu 4ta 6Q 83 1'' pEtpr+« W:.astMud;n!"a M+ers fihe[ rtilem4iM(1!IiMAci lt(tM etM ft "afb4 ¢y lific...al mehN LxSs te,¢.I+MS!I1 tQ lit tgl4Mt ikit FR. nf. S 4!fa EM¢INe 11 M7a a'tlrihb3N IH »`, Ct a4k1PA 4IR i. ep} right C 1916 A t Real &nx4s krttheay t Fo®64III. F.E, keptnbai4a of tAis do,amcnr, is ant farm, is Feahi@iie4 "ilr?eur it, •; Meg pmmissiaa ham M I taol 6nstec Aalhaay 1.lamdn III, t-E. Foi' Pierce, F1 34940 Job Truss WRSRCLM FL21 GE At Roof Trusses. Fort Pierce. FL 349 1 2 I4 25 24 3 Truss Type Oty Ply RYAN HOMES / SANTA ROSA Floor Supported Gable 1 1 A0181404 Jab Reference (optional), truss Com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 M17 MiTek Industries, Inc. Thu Dec 7 16:24 22 2017 Page t ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZseCzpayoXs3CW5d HZeF7p_6LUwtc7cuSRZIM9yBJdt 3x3 -_ 4 5 6 7 8 9 10 11 12 13 c 23 22 21 20 19 18 17 16 15 14 30 3x3 - LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 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. All bearings 14-10-6. lb) - Max Grav All reactions 250 lb or less at joint(s) 25, 14, 24, 23, 22, 21, 20, 19, 18, 17, 16,15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard CSI. DEFL. in (loc) I/deft L/d TC 0.09 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 14 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 68 lb FT = 0%F, 0%E iawq P.+au AmpslA7t zpxw WAiI[).':mlfSiti.:.r;.AMEN!1:wUOtO11119'11)1M9,'itl'fl` tag!&"rWtox+:W'loo",uMc;o,y6e:yrM+.g{i&Naik,i0m,' Gap IN Pi. i'.''AwlAae za. Ma4 or—i;TW.N13 Mr 11 3rt RmtM rfaes sp9le s QMne fdah,aa. isol s5c +a:pea« .$ '+ixpxa' DerMrar!:4 exe rac4p wsereaa xn hs yaw eaiAxu grtsrrerevi+sa. rK lK ptipd+p sigh. iep?eta #¢i 4uir nk1111 Fpp ryR u>ar+a*,wNq-aarias.' " Anthony T. Tombo I , P.E. ade:rxth: fn pan R: Jaqu e re MsakndaeC as k..m`cuM iN tnfabWiw es g4a aa.'ra'+MIK.MN: aCMiad M+fNp-eaa a{1ri.I. tp ryy A!Ae 25G aq rl Mtf dMi.resM ee/hy pay.ewia eMkaxq GpHgar su»cq knK >"&00$3 4451S[ 1.00PBlvd. zt MP iiR ftfatE M t[w9 ai tpM pw n,sphkFaps anhd.;tti„Si Gtulk G}'Aff A`+tM 4aMal Proqu r n. SesQa {qx*adM?1.u(kq k egp4e#R+a}at is iefuet a?hS Fai? 4%ierre, FL }4g46 opynshl t 2h16A I Roof fimseA AathoarT Ton66lll. P.E. tep adaaian of tkis dc n m,-ia aay(atm,sp obibiMd ai!lom ibe•i Atee Peie issioa lwmR4tool6esset Aethangl tolobolll, P.E. Job Truss Truss Type WRSRCLM FL24 Floor Al Roof Trusses, Fort Pierce, FL 34946, design(cr.a1truss.com AN HOMES / 1 1 -IJobReference (oQtional) 5 Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16 24:23 2017 Page 1 ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-12CaA9baZr_wgggprG9Uf1 X3Tu3MLRG2g5JIubyBJds 1- 11714 I 1_3-0 + 2 2-12 I Dead Load Deft. = 1/16 in 1. 5x4 II 3x4 --- 1.5x4 11 3x6 FIP , 3x4 1 2 3 4 5 1, 5x4 11 3x6 a I 3x3 11 3x3 is 3x4 3x6 1.5x4 II 3x4 : 3x6 FP:: 3x8 =- 3x3 LOADING ( pso i SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.28 15-16 >640 360 TCDL 10.0 Lumber DOL 1,00 BC 0.83 Vert(CT) -0.37 15-16 >487 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017(TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP (flat) M 3 BOTCHORD2x4SPM30(flat) "Except` 4) Provide mechanical connection (by others) of truss B2: 2x4 SP No.2(flat) to bearing plate capable of withstanding 141 lb uplift at WEBS 2x4 SP No.3(flat) Dint 11. BRACING- 5 Recommend 2x6 strop backs, on edge, spaced at 99PTOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied, except end 0.131" X 3") nails. Strong backs to be attached to verticals. walls at their outer ends or restrained by other means. BOT CHORD 6) CAUTION, Do not erect truss backwards. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 11-12. LOAD CASE(S) Standard REACTIONS. ( lb/size) 11 =- 0/3-10-4 (min, 0-1-8) 17 - 776/Mechanical 12 = 1283/3-10-4 (min.0-1-8) Max Uplift 11 -- 141(LC 3) Max Grav 11 - 188(LC 7) 17 - 778(LC 3) 12 - 1283(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2194/0, 3-4=-2194/0, 4-5=-2194/0, 5- 6=-2109/0, 6-7=-2109/0, 7-8=0/862, 8- 9=0/857 BOT CHORD 16- 17=0/1386, 15-16=0/2109, 14- 15=0/2109, 13-14=0/1007, 12- 13=0/1007, 11-12=-388/139 WEBS 2- 17=-1533/0, 7-12=-1730/0, 2-16=0/893, 7- 14=0/1223, 3-16=-326/0, 6-14=-370/0, 9- 11 =-1 58/439, 9-12=-618/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 0 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0%F, O%E rh+ t Rnu »ate. e."x M'F±i£J ilU{SES, Oi!'.C; 2tel4i ttM4tf 1a YJNS 6 ie"M-"!g'E1'; d(xrir(fCSMtFr <a. teM!teu w uza;W ai esn Ms i,nz Oexp Ry.n1;>9@ ai Ar 4tt} ftmM lN.f LlArceae tiM N Nraa use. Yehss n'MmutatN w'S 150-W. - W: t mmnce llM SFkik ud fa ik .hh pU, iitt St aa'rynta?t 1'h Jgnen`..Ik ep M96x (ba np`l taa vtgae tdbrdt t:MX e91.Ne. m$nffesiF+h giMhtyidift uyle Skj " .?e 1'v9 t ir r".M.. Ik iag4 ntvehmn.:tMip Ssk9M:. is Yilh ofd s im a+i r,us:rw. dune ay M eel wlM N+yea"Mk Pxy x.lx..nfu;va'errt Mix. pe x'ak an .I in;4q:ah W.fl-! IN gpxd dlr 1pp at rer 7nU dnel s "d44 am0u# ooi, tatty: ced karq Mica .tit—dfid Anthony T. lombo Iti, P.E. wrnwm., exqutrs is wrssmeak w a ,xne,wyi<"wRrnta+r,a+« 1i.xNt1.RWSKt«.4arx ts px,ax iq..ar,.F;ro+edsnteaam d;ar<,,n,..„,n.y,.,M»«n;«",,5, =8008' 3 4. 41r,. 4451 SI. L,icie 613W. Fo- Pierre, FL 34940 Cegy; igkf -v''.- 2016 d t Roollmrsas Ariheay L laa6u U3, P f- tapiuJumaaof iAu dcro eat, ka Day larm, n gro4i6irod €itkaai tkr "irtaa ptrmiuina I'mA 11oe! Guvut Amboy i_ lewba 111, P E_ lSANTA ROSA A0181406 WRSRCLM r IG03G I FLAT GIRDER 1-____-1__----. _. _ - I ____-1- .---__l_! =W= rues , av _ _ - __ J RcoAlf Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:24 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNi-WEmyOUcCK96nRgFOP_gjCE 3LU IPf4urBvl2sQ2yBJdr 5-3-12 10-3-12 15 3-12 20-11-0 5-3-12312 5 0 _ _i --- a.0.._ . - - f — 5 7 x = 3x6 it 4x4 - _ 4x6 10-3-12 20-11 Dead Load Dell. = 3/16 in 4x6 `-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.17 9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.34 9-11 728 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.20 9 999 240 Weight: 110 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.2 "Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. MlTek recommends that Stabdizers and required cros , bracing be installed during truss erection, in accordance with Stabilizer Installation gwde. REACTIONS. (lb/size) 12 = 1385/0-7-4 (min.0-1-10) 14 - 1409/0-3-12 (min.0-1-8) Max Horz 12 - 88(LC 6) Max Uplift 12 = 475(LC 4) 14 = 520(LC 5) Max Grav 12 = 1385(LC 1) 14 = 1409(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1291/504, 1-15=-2648/940, 15-16=-2648/940, 2-16=-2648/940, 2-17=-348911225, 17-18=-3489/1225, 18-19=- 3489/1225, 3-19=-3489/1225, 3-4=- 3489/1225, 4-20=-3489/1225, 5-20=- 3489/1225, 5-21=-279W988, 21-22=- 2790/988,6-22=-2790/988 BOTCHORD 11- 25=- 940/2648, 25-26=-94012648, 10-26==- 940/2648, 10-27=-940/2648, 9-27=- 940/2648, 9-28=-988l2790, 28-29=- 988/2790, 8-29=-988/2790, 8-30=- 152/401, 30-31=-152/401, 31-32=- 152/401, 7-32=-152/401 WEBS 1- 11=- 964/2771, 2-11=-853/472, WEBS 1- 11=- 964/2771, 2-11=-853/472, 2-9=- 324/914, 3-9=-454/308, 6-8=- 908/2597, 5-8=-783/438, 5-9=- 258/759, 6-14=-1479/550 NOTES- (10) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 lb uplift at joint 12 and 520 lb uplift at joint 14. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 12 lb up at 0-2-12, 72 lb down and 81 lb up at 1-10-12, 72 lb down and 81 lb up at 3-10-12, 72 lb down and 81 lb up at 5-10-12. 72 lb down and 81 lb up at 7-8-12, 72 lb down and 81 lb up at 9-8-12, 72 lb down and 81 lb up at 11-8-12, 72 lb down and 81 lb up at 13-8-12, and 72 lb down and 81 lb up at 15-8- 12, and 72 lb down and 81 lb up at 17-8-12 on top chord, and 50 Ib down at 1-10-12, 50 lb down at 3-10- 12, 50 lb down at 5-10-12, 50 lb down at 7-8-12, 50 Ib down at 9-8-12, 50 Ib dawn at 11-8-12, 50 Ib down at 13-8-12, 50 lb down at 15-8-12, and 5O Ib down at 17-8-12, and 167 lb down and 100 lb up at 19-4- 13 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). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (" SELLER), GENERAL TERMS R CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( pin Vert: 1- 6=-60, 7-12=-20 Concentrated Loads ( lb) Vert: 1=- 17 4=-67(6)15=-67(B)16=-67(8) 17=-67( B)18=-67(B)19=-67(6)20=-67(6) 21=-67( B) 22=-67(B) 23=-44(B) 24=44(B) 25=-44( B)26=-44(B)27=-44(6)28=-44(B) 29=44( B)30=44(B)31=-44(B)32=-167(B) 41 Itaap- tense lkoryile iamaae'1-1 t00`1fP44€S CiEtIECj.. QAilli ttlrlSa t`.AlFtllil 4 C731ua ka Y.ie#GxNA;IUXP fah Yerfir kuppaam Mred aanata, Lev; 9esap a,.;[[t!aiM ApMrI laot. Pl, R.tAaexeSkeerArkr esr Paev: pPt<»,u oeubne iGD. wtr AUtekrMumrpce,;lAlknel fahlPPmk.aJ- 15e0ns Pesga.pme ", swonr tq*n;.aeuan•t V—pions uan " aria palnsaeN eeytnnp npauMos ter 9ewroft,oO,1're 604Nn1k 100 aae.ai1a1P41 Anthony T. TQmbo 111, R.E. acme 0%! Ir » 80083 a.P. elag hs}eae»C.ra Ooa. tei mas 4a ntaMt iMiu Hasnn ad,p»dwcBmallay[eo}aiaa Sony Hia aama aJ.pN Ma4t e9W1N4 xc xdaaxaeb 8a+x grtNeee iru le.Ma>ae rpm»d:neswe aHurae L.+set»npa firms 9esEyiaa ne Gns aaanr+a. aau 4451 St. Lucie Blvd. eae:aa Man 17a:0a<at ogee! pn u.Naghmnn+s »edee9. lk tra &c:pe:paea rs lQi>*. ke[ap §esgasr ahucSss;a»cyusarxr nMap lll mpVa#aras asnktae/a{16L Fart pierce, FL 34g46 opyn ihi 0 7016 A I Reef Lasses Aailoo.y Hombo lih p.l. Reprndociac of this doorman "n oat term, is prohilided aiihoai the arisen permission from A I toot basset - Aaihony 1. Iomho E6, F-(. wv nuaa Fruss type uty DIY RYAN HOMES / SANTA ROSA WRSRCLM H03 Common 2 1 A0181407 At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 Job Reference o tional s Nov 12 2017 Print: 8.126 s Nov 12 26T710ifeklnii6stdes, Inc. Thu Dec 7 16:24:25 2017 Page ID:fXMofrMaVb?Z7FFUeY3_NdzegNt-_ RKLbecg5SEe3_gCyhCylScXghoapTHL8Po15yUyBJi 170-01-- 1-00 1 1-9-12 1-912 i -- 4-4-0 8-10A 8-8-0 8-0___.._II - 264 1264 9 1-9-12 10-0 3x4 .- 4 5.0012 1 1. 5x4 II 1 r` 1. 5x4 II 2 6 61 3\` A' 1 5x4 I I 2x4 2x4- 1.5x4 II I t912 1 6-104 1- 9-12 5-0-8 p- - 2 1-8-0 Plate Offsets (X Y)-- 3 Q 0-0,0-0-0),_[4 0-2-O,Edgej, j6 0-0-0,0 0-0j LOADING( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 8-9 >668 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0A0 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Mat fix- MP Weight: 32 lb FT = 0% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTekrecommendsthatStabilizersandrequiredcross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. ( lb/size) 2 = 299/0-8-0 (min. 0-1-8) 8 = 514/0-3-8 (min. 0-1-8) Max Horz 2 = 36(LC 12) Max Uplift 2 = - 180(LC 8) 8 - - 284(LC 9) Max Grav 2 - 304(LC 23) 8 = 514(LC 1) FORCES, ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 175/280, 4-5=- 194/310 WEBS 5- 8=-295/340 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 180 lb uplift at joint 2 and 284 lb uplift at joint 8. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard F aM ihes<ibreryNzre.y. nc `.F )9t Cit4in t`iE,tt%6Flt tl: (EtlIS tC t511iCYS {yS1tIMf ST 3 AA"ci?Fdu'MElft M V,4,hAo W.V.,VV"4 m1i; ml., N"@ez}a 4rmq;flK; we. uuo fl Im. d, If. to— 4xs bdere me Ada,: 41-1e 0"..M lo@. W, lol raa lot. "'04 s;a so sga!agna!(a Sx.up. Eapmxr; ux udmer iA9repesensmauyamrdna„dnruad rgnea n4 reyazdNNx ne i rttk ;:Wlf,:siyNef aadt [Pow, win M IMftngt nnopna IaNap aad^:aa:. saMmN'e xda;. Es y m« snare Nlmd ea„x tte a.risrx, sH An -horsy T. Tamba ill, .E. Nhqspvagcxepel"N yAezp+°.ahr!MandlrltC.4'.sfhelrtdl d:+s:Nemltn•i. AeatryaadM?WWmhelt udha sz,yiwglY.v}sa:gensMidmwdkmar} ad:a!x.eyss4.md $(}083 IkFadalAaz;n W(an''era•. Ciwes seaalvMiDo pf Fu ry¢aia: ml grvNMae of lb pnNq (a oam 4aMr tda:nen t(d-NN sbkHfilMSN4aa rdurxadax laamdpziname lrlaomsarrestemA,nas w M', 0 vl.rssoenpar I: a Aesln EepurzotiferlLMt_rnse a4z5 e4a• lu dfNM lra ux,cdyrxd alone xrmq if ill rym:Es kaa,eA @elan 6e,,,;gnron KAGtikt AdB ei oentap,xl cSntez Egxm ew".l%e! Ao cq.MVN4cal he o-cONO wifFi. 4451 St. Lude Blvd. CoplrifM 2pE6A-Iteot6usses AmAoalt.lom@oill.p.f. Foot ?fierce, FL 34946 tepodooionofA' sdorumeol,inootfor.,isplaMaedd xiskullistxt,neopomiwmIsomAlooflnsses-AUAonrClamMill,p.k_ h Trass Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM H04G Hip Girder 1 1 A0181408 Fort Pierce, FL 34946, design altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:25 1 age I D: fXMofrMaV b FZ7F F U eY3_Ndzeg Ni-_RKLbecq 5SEe3_gCyhCyl Sc W Kh pQpTYL8 Po PyU yBJdq 1-0-0 1-9-12 3-0-0 5-8-1 6-10 t___-- _- __, 8-8 0 9-8-0 L_...-t_00-_- -t9t2- {--- 124- 4 - _--- —281 ._.._. i- 1_23 } 1-912 -- 1 1_00--I did 2x4 --= 1.5x4 11 1-9-12 FZ-1111 6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.08 11 970 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.09 11 902 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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 6-0-0 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) 2 = 358/0-8-0 (min.0-1-8) 9 = 616/0-3-8 (min.0-1-8) Max Horz 2 - 27(LC 27) Max Uplift 2 - 253(LC 4) 9 = 406(LC 5) Max Grav 2 = 385(LC 19) 9 = 616(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/334, 3-4=-360/332, 4-19=-339/315, 5-19=-339/315, 5-6=424/367, 6-7=-304/306 BOT CHORD 2-12=-295/348, 11-12=-295/348, 11 -20=-295/339, 10-20=-295/339, 9-10=-285/323, 7-9=-285/323 WEBS 6-9=447/286 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 253 lb uplift at joint 2 and 406 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 Ib down and 119 Ib up at 3-0-0, and 39 lb down and 47 lb up at 4-4-0, and 93 lb down and 119 lb up at 5-8-1 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 44-0, and 52 lb down and 110 lb up at 5-7-5 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). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 4=-26(F) 5=-26(F) 11=-41(F) 10=-41(F) 19=-11(F) 20=-17(F) PLATES GRIP MT20 244/190 Weight: 35 lb FT = 0% Zt11- ofN. U,901--r.'&IMsfl 41'AlIEPtRIM, IRMfM(C+MAM4(89A,!4TijEUM9tF'DworI.e_W& .no;Bess)s.J-4JO"..%WWI I.betaul,Mf.Mneae4wsty, er. hlt,s OW— 1#0.6e 10.:Nr NlteitMltNM ttMtMasdluna11O11NOM-NlkniOenpfl(LM'if.spmNll;IglNrc`.naurc..f@OrWow.."W,Oneks+1One110N tMeMMNONMcMr.-robs-t'kMrs4annnNos.ne14-H@.:."aw" Anthony T. Tombo 111, p.E. a,M eudnrr1.z:a:am laUiefisnerxsrsihlmMYx Oarc.MQ.m`s xaM^!aNe xruiM tadhy OeaNw.+nc .NttMne lN. da R.ane sFaaq•ae au lN.L 3t qp+adiaa'rrowat.Mdn,erfM1e k.rs alaaef kM?eq. snrgn. naNMm eN 6arca Stu se nanyauVraTd 7$0083 He R+ ik+b Mes .ltxeasi ki .xv a. e.xne tonMne xes.M lxNlnas dqe lWMM(rsts.a iONY ia4 .gtSr,-ryOrckM 4e tAMtxAaarelueaaFM snu` Jaxa tR-1x.,, ae e+ffnsanmes ek mr ,sla l:ar; &vprc less k:{si vn ees [os; McMM`-rc..kxs 4451 St. Lucie Blvd. eM:a ukla.M aCM:m Mepta rrmghd?ryRes ind+ai Mlnu irs:cgnercis MGi fae l+eY+{2¢s4m xi r<syn f+Mrarr.r nAlO} qt raN6Jr7 x u a es MaNulMl Fort Pierce, FL 34946 epgritAt>761dAIf etbusses-AnlManpt.lurapelitP.E. tePiuiadionoflFisiocu.em,muaylmM,isptuMtOiludeit6uullfie+rnnenPermessluaboo A -I tool [reset-6utM1onrLlamboip,F.E. WRSRCLM 1 HJ3 FL 34946, Truss Type Diagonal Hip Girder s.com Run: RYAN HOMES / SANTA ROSA - A0181409 sNov Print: .120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 1,:24:26 201--7 Pa--- ge 1 ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-SdujpAdSsmNUh8POWOjBHf9mM5FKYw6UN3XyVwyBJdp 4-2-3 2x4 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Weight: 15 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 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 - 100/Mechanical 2 = 269/0-10-15 (min, 0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 19) Max Uplift 3 - 63(LC 4) 2 - 196(LC 4) 4 = 42(LC 5) Max Grav 3 - 100(LC 1) 2 - 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 14-9, and 49 lb down and 7 lb up at 1-4-9 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). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) Ilaaq (Nast naeNN en r. i e'S-i 1xQ riN *iu!r1itv1l, rim t( KVIICA tB;l kr'NTI,ktK_i=6iFT,MEA I., lnA7 ksq ra aaen td real xtes nNa.i•ns ;.}k Mei,yijv".O Aa1ni1 [, lr T, It . flow'n lY-air ea Adnc ow.", oo uhe lOB. n1r Nie eeae:w roan 4laiktufM Am ixDl eh/. l,e'r Oe qe iapron le 4k'an, 4etina;.at ua wa7 fPA repesenewanzeoaeaM pans+eM eryues•xfayettiNinr B•MNs rtdge is e!•ess /efnN was lOP Nd•rMa [rbl, 'k 61P-n #-11-014;eebeN:. ueetll at aedRis Len 4•ar lalaegh lM errye.ianatlh 6.ea lk Pwiseatsa.Na e. Itt Mifin Mxpn. ntk;meaaMttt. ae !F: >w(Iki aMel/eg;W wE fkl 'k giteee alk'UON eq hell wan xs. ";IMgrcaln. sage neMlam re ka slel aPx esrcauidma AnthOtty T. TpIflGO ili, P.F. rte km 8a wtteec er. At .ea sa aee ne lW ml lee m-.1 aNeenl lk 4lla ( ' x 30483pP a klie rID',Mmeen st"", isAnkforfl Oa=xdasaWW Menu prlfece if tfe5ee,+kvesreoto- ltes+e0 te<:rse+tetieysfks pa,l ese lesryls teµua as loss kexNnra. erar= 4451 St_ Lurie Blvd, niexeu lane k[e:raal t}rcel ryulaamq kdlrarss ceexieet [k6e<s Oecge:gnea i;lil3>ac taay 8es}ea,ates Siren Equea 8n7 a lA AtlIW ISNN®s ae ns lMxlre!ll 1. Fort P}erce. FL 4946ZtCaFyrifhl32bldA-Itontllasses-AattnayLiombollLRE.tepro6uaiunefl4isiomnenl,io*my las,isµrog3iledwlMsatthe wrirteepermzssioa4omklRoof lrvssv-AetArnyt.iomtolll,P_E. Job WRSRCLM ,. Truss Truss Type Qtv Plv RYAN HOMES / SANTA ROSA HJ5L Diagonal Hip Girder Q 1 A0181410 e, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:27 2017 Page ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-wpS50We4d4VLIH_b46EQgthpa VUuHN MebjH W 1 MyBJ 3x4 -- 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MtTek recommends that Stabltze-rs and required cross bracing be installed during truss erection, in accordance with Stabilizer)nstallation guide REACTIONS. (lb/size) 3 - 180/Mechanical 2 = 370/0-10-15 (min. 0-1-8) 4 - 991Mechanical Max Horz 2 = 92(LC 4) Max Uplift 3 - 112(LC 4) 2 = 265(LC 4) 4 = 80(LC 4) Max Grav 3 = 180(LC 1) 2 = 370(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord five 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) Refer to girder(s) for truss to truss connections. Load Deft. = 1/8 in 7.0-2 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0,24 4-7 347 240 MT20 2441190 BC 0.60 Vert(CT) 0.25 4-7 337 240 WB 0.00 Horz(CT) 0.00 2 n/a Was Matrix -MP Weight: 23 lb FT = O% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3, 265 lb uplift at joint 2 and 80 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 47 lb up at 4-2-8, and 37 lb down and 47 lb up at 4-2-8 on top chord, and 62 lb down and 5 lb up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17 Ib down and 47 lb up at 4-2-8, and 17 lb down and 47 lb up at 4-2-8 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). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=11(F=5, B=5) 9=-19(F=-10, B=-10) Ua1{ UAfyiHln•nst:fad w t4 iR@..1 mrHsee pvt soot* sdremerreu»,at. r,ran,ks r h r.y:arc<t een,.oxuansr =pesen,k ncw<anefsan,u ap +..nq eywwnar nr a! ,. r stwit" eTooah war+!.!.?a* k,r ,.!m, Anthony T. Tombo lli, DE, wn<d4 frkmtmNagisM etaekhdre x Q.ris, r;dy e kMNagUsq.'aM:ra tln,N;780083ZEeIF,it,astnIrtss)"*3txaarthnsu,u,rx.a-1, 444E St. Lucie81A. 1%,N (INd k8:l tM?.I Math o" of d1 W. nnxill Ikh,li kiii,:4A<a"$;"I r. twlap k,4.1{1 iS)*. Ev-0m7 sod" Ail(i1"'d W., aE P4"tw"PrrFort o€erce, FL 34846 Coprtithl02016AIRoofhusses- Aalhoopl.lomhoIII,Pi. tepiolunionofthisiowiseot„mnngiotm,isprohibnedwithoutthernaenpewssionI' mAltoolNsus AatAon,1.lonhoIll. P-f. Job Truss Truss Type WRSRCLM HJ7 Diagonal Hip Girder Al Roof Trusses, Fort Pierce, FL 34946, design@attntssc-om Run 1-5-0 4-11-0 1-5-0 i 4-1 4-0 AN HOMES / SANTA ROSA ` A0181411 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:28 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-OOOTEsgONdCwRZnepifM4ElYvrvOljngNOAZpyBJdn 9-10-1 4x4 it 1.5x4 II 3x4 `-'6 I 4 11-0 9-10 1 4-11-0 4-11-0 Plate Offsets (X Y)-- j2 0-1-8,0 0 4j LOADING (psf} 1 SPACING- 2-0-0 I CSI. DE_ FL.- in loc) 1ldefl L/d TCLL 20.0 ( Plate Grip DOL TC 0.55 Vert(LL) 0.04 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0,10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MS Wind(LL) 0.03 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min_ 0-1-8) 6 - 323/Mechanical Max Horz 2 - 169(LC 22) Max Uplift 5 = A 13(LC 4) 2 - 261(LC 4) 6 - 106(LC 8) Max Grav 5 = 155(LC 1) 2 - 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/117, 3-13=-754/259, 4-13=-698/260 BOT CHORD 2-15=-351 /696, 15-16=-351 /696, 8-16=-351/696, 8-17=-351/696, 7-17=-351 /696 WEBS 4-8=0/255, 4-7=-748/377 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9. 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 Ib down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 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 (6). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, 8=42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% xaaq Rw "Mecqrxalk"f-117C=ftYiS'.S."if(IEl•'?.6EAitAI rEWS L('tCd1ICY4 rV11Gk,"SIT:I",k{K!ff ;E@SxIX" I.,ixry Imp p ndxs u(aM+an Mlail=rss iec >,o-ny{[pG`WIM AaIgCt. far%z 9i,lE. tdatatker. as4 t esr 4dn:Nkr",zt AaN s ne lPO. a§ Wiee tnaeiixrn.lbl+ttl acN to rAe nBaxead. 4<r ns 9esye Eepeeaj a SrF qr Eegxx;.,a sed em/9D!raesettswaanaaeaae pMesswaegaar•at rxtpm+Nlar Mksp.NM sartr Uxnr/uM10Q ah. Waffilk ms p ntx pges IWaj caanMe. unalus! Anthony T, 1ambo 11, P.t. d Ra.tiln.«ants!agisea ectn•ialn.btk},ur.HeQ+xisrtnrae;exxnalaifa4Drxin•al+r;mr dtaiK.aEx;wlara<akaial:Mcwdr+tl lsMkac dpe'4RearmMN aM1ftnte.a.f }Iaiip}ca:gtaalloi—eteaarM "eWe"U" «80083 aerwaag9esaxetMvxx•. kHwas e naMtp6 w1lr pttluetaN pdaaesaae falRry ew ea Slla}taxaar tt,f pEliseeeht+i ml4mtae=dmxsa 5s prait pafane lhi g5mt is rnpma mr.ak6.umf9akmt4npa, ,=ess ks c sppa a9[racxMxx+a-sass e' daMu atba:HSY qeM an ar.Mgir Bspmes iaeiret rk insc Gs p Eyaeais eGt>$ixfia; Ge,a,x €.s Stx2a:otam xar tairsq m[4ffi rsi a;a, se es letaNa[It l445t St, Lucie Blvd- Fart r' e20, FL 34946 zt epn{}Mo101Q A feat llasses-AetfaapLlombo €IE, P.E. RepmQaoioa oNlis iotumam,in aaglorm,h profifirtd a4Mant Mc xrina pelmtstioa hem A -I Taal itatset-Aalhonr 1. tam6o BI, P.L Jab Truss Truss Type city Ply RYAN HOMES / SANTA ROSA WRSRCLM J3 Jack Open 3 1 A0181412 Reference optional) Al Roof Trusses, Fort Pierc-e, FL 34946, design@a1truss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:29 2017 Page ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-sCZrRCgL9hl3Yb8zBXGuvinikJGUIHrw31 md5FyBJc 1-0-0 3-0-0 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 FBC2017(TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Sit abtl¢ers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1} 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. 2x4 CSI. DEFL. in loc) I/deft L/d TC 0.14 Vert(LL) 0.01 4-7 999 240 BC 0.14 Vert(CT) 0.01 4-7 999 240 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% ZtFuaq pgtRMRgkrtplee ne'k149Cf fttii}"iElkEr}HrriA, tftM5rc3AptICAS n tJk aR1,A(eRel:i3SAtER1"IMR.IeMt Nu¢ApRudntratlM Rtieswnli t.ess3 11rRlq{R9';W MAggatI loR#ast Yt. tdaeata Ata Pr*- UeMtt Mkcnzt gettl wlie iDB. a , gleuam r e'Aal?AnN hi Re naNegd. Ai +ins pesgefepwx1e..9R;tlgr Eepax, AR udHwr IN epRrnk aapaxRdlA pg.iloo de ln:p NPoe sage Nt' t",R *NU.1, .4IN 9R fn4+nlroplm irohq;tigna..mMmY AOiony 1. Tombo ai, P,E. rd Rxd4ntF N. a7 Manyillrl¢IAwtiNlmdt eQ at.Mi rrt sRaarN yeel Rafe MNal4n pR`: ata:eMenare la. v Cunt ne Ntd Ywiay. asl L7,hgp Mlk'09 EN aR MM ex FMtnx. vlWq MA!tq.salge. Rs qm rd kn ,sql le M.•egaubkmtl Y80083 M1RM iespx eRdCM'aRtal. AE-Reas;ner,RM1e 160 W,w paaaes al r4o.' N at Mleq ttnr" Al!MtReaa aA'"W40"In W AU.1-0a 0%Pena P4., tta NORee 1>evtEronAAea eRC Ewes R'nel!m MnpEr. t.m:9tt>apRal at ltsn MngRtMa-rau 4451 St. Woe Blvd. ClravtQRet iytiRnnettAped Rwenytmq lr,R(Aa.: sRnaIlEl lklnss CRrgREq+Rat II RC'tMelRl dezipa.xl. t rnea hpna asr MA%q rlf tA:lra:RM baS xenleMe/la tFla. Fort Pierce, FL 34946 tOpY[ Itht 11016A 111001I[tlI4ES'ItR1 ARY 1. l01RQ011L1.1, tRPf0 UQ10A0111111 AtAR1EAt, IR0RY i0fA1,ISpt06tEQCE wiill00(t1lFwrklrCA aErm41SI0AltOmAIt001 ttCASEt- bADRY1,1040110.1. WRSRCLM IJ5 RYAN MONOPITCH A0181413 1_ _--------- _-----------_._. .. I __J .___LJob Reference Lptiona ) 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:29 2017 ID: fXMofrMaVb?Z7FFUeY3 NdzegNj-sCZrRCgL9hl3Yb8zBXGuvInCdJAYIHrw3lmd° f .- 1-0-0 1_.. - 5-3-8 i 1-0-0 5-3-8 II 1. 5x4 11 3 2x4 = 1.5x4 11 LOADING( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.53 TCDL 10.0 Lumber DOL L25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP 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 5-3-8 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) 4 = 20010-3-0 (min. 0-1-8) 2 - 272/0-8-0 (min. 0-1-8) Max Herz 2 - 107(LC 12) Max Uplift 4 = 116(LC 8) 2 = 139(LC 8) Max Grav 4 = 200(LC 1) 2 = 272(LC 1) FORCES. ( lb) Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. I 0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert( LL) 0.14 4-7 >452 240 MT20 244/190 Vert( CT) -0.07 4-7 >867 240 Horz( CT) -0.00 2 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 139 lb uplift at joint 2. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Weight: 21 Ib FT = 0% sleep Ilona11aryMt,naxlaa'A-I13c,iArS34%1111r,,011,194Saf,"Y*ut1lVKC3tlyitiMi.nCaF,i2>9iaPI.,Waykuprp.O.,Waaloaw1=n:3esp*h lt WtaeAMxariIxas;.tf.Refu<+et% ,"30"I't..... AnIuna1D.., xIk NMMt i4b iMlikl:a IN i&idCl x,qd. A; a' 9nga'apaec llr Ste uae Eapaea;. Af uNxn!190 tlptsMtat!laiti0.adlN(Yi43tiNll ly4,ev(raypt Nlatk M/rwp; e?na4tt 1 In: iMUMI P aah wWth.l.&NarpnsaapYros Ud+Ij:a¢Itfw;, tNlaaat as < e s,,.,,a w+r"u.q„ rws almdmeo, mt=n,a+»ur.agnariaM aigrksrp,•.atk,wnaraltt a>4;»tn,wna" e;aa.,[nl tln.,a9ia oh ad«n 0 7,x ,.oagWLiq.mh, ",mxn.«¢kx oac„'o,•sp.uAtnd Anthony T. Tomho ill, ?.E. u rwa„e ee<r.rc knK.,x t.n 3a ar„aae,awtpadn,dn,r+hgt r xn x ha•om rcuru tnMthwau,.na>.au van a mla,a,.,, t,u,s,ra,3<,:om,r,k. , xnaHt":,aa+„i,,, z36083 Ar au eAaeea a`,q¢tt, eclaxu vn i di #03`+ 1 1 +! AM P 4451 SC- Lucie Blvd. Y8Ntryttx, iaaot,H-14 hna hs> aC[ry t+rJw gas, -„I. s.5 aac nm t'al »d Alt tip ,2Nk m; at a, eN,aNnflii. opytiiht 191kA-I Roof bones Anthonpl.Ronboll[N.lepowioeotthislownent.inaayI..isprohlhitedwilhootthev"llenpe,nissioohoaAIRoofLanes-Anthon'[1.4alll,p1 Fait`D: e(ce,FL 34946 Qty I Ply I RYAN HOMES / SANTA ROSA bVRSRCLM. J5A Jack -Open 9 1 Job Reference (optional) Al Rtwf Trusses, Fort Pierce, FL 34946, design@altniss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu I D: f)(MofrMa V b?Z7F FUeY3_Ndzeg Nj-KO7 EeYgzw?tw9lj91 En 5707-0_ -- - --- - -- - 10-0 i 5-0-0 AO181414 2x4 1I5-0-0 500 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 I Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL. 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 - 64/Mechanical Max Hors 2 = 115(LC 12) Max Uplift 3 - 90(LC 12) 2 = 80(LC 12) Max Grav 3 - 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard karrq r4*sr Mr§i.m"n on, it nor W"sNtUfr,;7oA, f16Xs i C:Fg1I[Yi Ce(IGX X11;AA(*p#if75lieP Mc. iKnr kiip *eesxm mt eea(laawf§,Ircss k:gpWmy fCs Mtrbetl itCN 9t et lXnex: L3xi Nose nn eda+: Mxrnse uad Mfie f6@. o-kf N1IAn iAtlQM t'e!!5 t* Molt lb Ml iHkeXA.1;'1fiS afYt fR¢19fN, f. $p:IdYfI IAEN. StdM11{t84`If ISMSMbi!#3Ht 11MptfltSigd llh 6f4'II;tSt(MShllnf 4,`MmS.fNIMf t.ltltti ftr'INNbI IL#4h eNH t?l.l 'Bt {H-O riSIII iMS.4i1 :gNM1g5. 5rtIMfk1 Amhoriy T. Tombs 711, E, W ludau>t xis ms 4ni614iiXe sFllsmim XtM 9zal.PolO.xi cr,lae.r+N gene nl lNXile .7 WWONlt;. it iR;Wtl*Wd Mial Me ao<K-i. is lrym dim'DbMxn h141seXXlimi.•1,04kbns*pt.am*ma ae kmay sod>ar ru re!µa4i N.d a80083 m Nwngsrro*fmnsu Al.m saw+.a ronwu ra e,xpaxa.an:a yf.n aryunem av-nX rapt ntsuAarmxlaaa«nx e aw:al .ma,«s m arf.:a"pKf,so r r, ~an.,.rs nlx mus 4451 St. facie Blvd, 1!nu mtilN lt*[mi:*A*KeN apannmryit IN Mtac mrirl>_ IT, fnr ttls gnf11w ACT 7*10 gMunn, N!i Snroa taiDfl Vat UdlAl H(ixnasN kiu ne ni fdunenihd. Fort t ,co, FL 34946 opydtht0P61dAItoothusses Anthonyl.lombolll.P.L tepro6r0iort*(thisdotumem,inuyterm,ispwhibhedrrilhoutthemiacnfelm"sionhomAIRoofltwes-Anihonyl.lombolll,P.L Job Truss Truss Type Qty Ply RYAN HOMES( SANTA RC)SA WRSRCLM J5GE (GABLE 12 1 A0181415 46, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 18:24:31 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNjobhcsuhbhl?nnvHMJyIMJsfa6z7DApDWLFIAByBJdk I -1-p-0 { 5-0-0 1-0-0 5-0-0 6 5 2x4 - 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-P Weight: 22 lb FT = 0%4 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 5-0-0 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) 5 - 42/"-0 (min.0-1-8) 2 = 170/5-0-0 (min.0-1-8) 6 - 235/5-0-0 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 56(LC 8) 6 = 107(LC 12) Max Grav 5 - 42(LC 1) 2 - 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. II; 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 to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1, 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard MNfa1 P.;' tfaoir?!§ rnx %,'I-iul 4M`6 Xi_r°ke TL EWt 16t L"In?MM,'Mr;A3W)#1GGt/LSC;P:rR iad+PHq'-pttalMrFtM W wksk9kF`rnl6tiyl hlrp`p: pq kMtglr'1su1t IW-r:.ltNaet t iktl ithtt *tR EHts a'kts,xf .bNAa&4135. Nte M :e1. tMr FMx' paV k.ttd ht 4e 4,. ttkt N dtf! .ps¢+iry¢tee,; Spfak!+!z{.t:t. Mr iequon i?$e}MaMt ai x 4 t+u Ar Mehii:wo-'rayxn Ry Ysl tibtaa iet Art leSe dRe v 'irvr kfK`Mm9v 1."R a7r +un ifFl Fu ksgenw.:.frr' '9 •mb9 e:.f li+ha Anthony T. Tomto If T, {%.F.. xr.am t,tsq eq t+Mw}=. acn q+4xm ARnam Nx ercttxq,« ara.ru.ar«xaerat.u;Mn+xMsAtwep,.et rv..t+, ire drnr:wa.t n.n:eeami=tt,.»,. taare.,»+ew aautaeaarrMamr P4 of WX an 0 N a 1-* r4w, tN M!roes t++t>f9}RleiHt Mxi A `k t es:9e s hs ni .rert MwAwtmr +nc m ft9 Ci M t+lla}@t ipfr Al ;aeaMr. 083tlfwkNMR.t irL eR{tae patty of ryr9raat dbAeN"{`tarteeM teert. Xdn e rii ewbAeQ frt j a 'rxt fePe+t! Rer.+,<MmN 1. etxnra .rw-, ar r.,r <t., ,,a:ar, t tQi Mr i" GE, m-« r.,; saiwa€ ls. w4w a , tanz ra.r aeeo- ah.Nam. 4451 ov 1.uFt 34 Q- F0 'i9R9, Fr 349C6 opy'gkI ": 7016 A i Raaf lwm Aeibaay t- tombs flr R£. tcprndmtion of tdfs dammtet. is gay latm.3 p ohtbOed .40.1the a n" Fem"w lram A I loaf lfwes Whoay t 1om6a fU, P-t. Job WRSRCLM Truss Truss Type J5L Jack -Open 16 RYAN HOMES / SANTA Job A0181416 Fort Pierce, FL 34946, destgnQattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:32 2017 Page ID:fXMofrMaVb?27FF UeY3_NdzegNj-HnF_3EiDSc7eP3sYtfgbXwOkrW DCyebNl?_HiayBJdj S Q 0f100f— 50-0 3x4 f 5-0-0 500 LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 4-7 533 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 983 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 65/Mechanical Max Horz 2 - 93(LC 8) Max Uplift 3 = 83(LC 8) 2 = 179(LC 8) 4 = 55(LC 8) Max Grav 3 = 126(LC 1) 2 = 264(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3, 179 lb uplift at joint 2 and 55 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard fiC4q Ikttt QatgA! ttrue ae'1-I i ri fi4iil5 PiEil(. p fkAili.i rErM.i k C Mpli101ti [N`.i:1M tFi r::liuRii'`vYfAr'tM6- 1k-At IfUr4 iRlUdlfs W tM Fdltt u ALi t e5: 1t5 }*tYlq{{rk;1r nM1 Altk{/ t iemN Ni t E tdNGar l,l hT O54 UdSii MM i[! UkM M Ik i.4r:P --- V.,r __*foa at,ktulM tnt tbduN,Ad.tsa'rm hntp Etpv.,,il.swoi ique«`ra.u9 roar In to im,asorgatctA nt PAtsxaA a4»eeot{ttgauMof'x tot l'o mesupt Liss 1W.10 a M lbb ah toToI. ?k hs astuPms-Napq;amnal. nnWMt An"harry T. TCmCa lti, ?.F. 4tst Affn!. sk ut mti,*" asrroo-ibm!AIuI—lie Q"ats tas.eM ePae 1'.a 1." h'I",.": r Aut l4"*Vs *It, bta k'" de aA In lc gNta A 1*06.4 ahM ! A4l t#q t:sc. 1.6.1.sm,q"uspNaut at Ma3y a* tt rim rayasb. A 30C 83 yap:y,rwcac« . u a:, ,n.aetaat turmttt,rosy,bHacxutatn gcovatalamrAtatntt:auPth axe*tarsutat wasuaM taA,atn ix ttse:-ut,:maaaomt,Ab=t,t,cfactpan c s fgt»aarr scw+Ats:ua,: 4,451St. Lucie Blvd. tSaatta ltEaN Ar e: av grea Nau.mtghAf PPus wAred le hau eupf aa:AC(ae Fnag 4n mt tit t., lsaaa;ghat r`ar adky ki(sq¢s(¢:t kas arn7Aud rtlRd. Fort Tote, FL 34946 C ht ti ttlt A -I toot hours-Anihon l.lombollt R.E. to rodnoiom of this dowirool in oa Win, is prohibited without the vdueo ermusion hom A I tool tresses -Anon Ltamboill,P-t. Wni9 Y R tPPt Job Truss Truss Type cry PIy RYAN HOMES / SANTA ROSA WRSRCLM J6A ROOF SPECIAL 1 AO181417 Al 1 truss. com 1 3x4 =- 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07,46:37 2017 PAge 1 ID:53sci 1 V XK54ii0nMGAB 1 x 1 zZRKZ-T70GJPkwJukKZBLfRpIV WLI RJMegCPhiizJL't MyB67G 4-11-4 4-11-4 1.5x4 II JAY ...... 4-11-4 4-114 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 ( Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3-4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 3-4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 400 3 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matnx-MP Wind(LL) 0.00 4 240 Weight: 54 lb FT = 0% 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 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 4 = 18610-7-4 (min. 0-1-8) 3 186/Mechanical Max Horz 4 = 88(LC 10) Max Uplift 4 = 76(LC 8) 3 = 81(LC 9) Max Grav 4 - 186(LC 1) 3 - 186(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14=-139/254 NOTES- (10) 1) 2-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row 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 (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) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4 and 81 lb uplift at joint 3. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard n,ar,,;l..n•a r a Irr,tit.,...:=r;.s+[Irli€rxsrQawrraes:n ox;'an{r,RtK Q+n e r,i-rrsF r«.e:«r«n+,.,t,t..,:a<n ne n,y;>oe;wsvl f; il>n ixrt r•w,rlwtlw .,,.F4:ne ile-an Iq:l woaRa rMes ke tr a:w Mnre wr kcl 9es+p Eyneep tM,m"iaeer n aAw ay l9d t u,ax:er:uaxrm,„,apse :asw:;,, q, ,a esr tgMe x ra. !n+. rx as ay" unpaas aawe sm sq A;ythpnq T. Tombo [ti, RE. exd dro §„Ixw i*daq.Or ,repst+RrdQat+.« h .H+sxgFlHdue emrnVx46e;+ppv n6e,rms aSMrl(. oelFeane AxaN Gear n NppndtAeF r4nnlnN CNN, ec;,dvq.*4 nr t s=aauaadl.n+q,gtixaa spaza k d * 80083nePniMFReMttW.IMzux. AU as Ila e9e lG&akax e+x alc«Ne!+ oae t*ra :aeeww $%NS hN+x we i.[ rsaee Se NeN Fhl erde+ Nia Fa++kt 1N; Idreec 9e sesaif.,us and lme,drie t.:<: p,+P r. MsEµwk »1 °iax pnlat«a akss 4451 St- Lucie Blvd. Zh gY(frtit k!atC ltk(u?c t tp ef/gpRaet Ny kp tl; Nfy ary7 H .Ot ierst&Ygk.t xdf: rs t.-:'flt iati,Nl4t[q tt.R i, iS11p t1¢m[a 11 N"MdfHIr i; u(N Frp; pt lS hFaYl aE 7I53 ( opyngm t 2016 A I Roof f-w Ar*om E. Iambo ill r_t_ Rcp: cda thin of ipi, dsl,mcal-(o one cow " pmAl@[tcd.doul r!,, 4foo po m7sziort hem A I tool l-i v Aat6eer i.1.0.111 R4. Fhfi PtCSI N, 1 44t}Q ( Truss Truss Type LM . J7 Jack -Open a] Ply I RYAN HOMES / SANTA AO181418 Al Roof Trusses,- Fo.- -rt- Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 METek Industries, Inc. Thu Dec 7 16:24:34 2017age ID:fXMofrMaVb?Z7FFUeY3-NdzegNj-DANkUvjTzDN McMOx-4s3cLUyJKpcQY5fCJTNnTyBJdh 1-0-0 -- 7-0-0 Dead Load Defl. = 1/8 in 3x6 II 7-0-0 I 700 Plate Offsets (X,Y)-- j2 0 3-8,Edgel .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 405 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 - 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 - 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 - 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/27 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Fxxq Ran rwrxlA.rnue ne`AitJC: [iYtiCS."S LiC OIL rim t t9W1CW 1S1J11V1'r;Aulcir.izWortxse.Wof kuppraxis MrtN%Att rNtarstur' 9rorm1w, W lk wwe [taxtaAs Ik. ldaxxe UM!1 rnc UMessnle.rzr uae4xne1W. w`t tNtre;wxw rg.s,aP.NetN Sx Wr t9pxNnlJ. hrirns Atsgr'.rprex ie Sm.Ah Erp.x; ar ugaxm tDR•epesextxxrrpaxeAen ptMss+axa}aa+a}rtyas+Nifi O•lar/nle+r xe calf tr.se»xNaAe tPP ah. Wx tRk. 'b a,rp nsrapas hNal <axeas, saiNfirtl Anthony T. Tam Go III, R.E. W ne 0*uN ss'. W"" Wula4wo0N 9+are 14 O..'f ve 'cN.pxrah WNx} aespa .V*:rW A xr K Is, V* Oe Wo k." Nr W pilxr eI, ga. x ne766 Wa! 10 a 0 m l-. a 04 takar. sage xadrpa ad kxq ra4 at ns npwv*ahx , 30683 gnF.nNu{ Cec}srw(aiFxdrc. ki kxs.x axae.and Wlk paMes mt pdxansAaf tMlxtCxr{m sMR n?e awa-KN`pYllsklNlRWSItAxa;xxtars`M pumlgNwr UI Nrke at espaua imts sEN!s AlaLmgnpx Lns3n;, i.}rax ael Grss Walx>r'xaxsa 4451 St. Lucie Blvd. raance fAerf ti r:N xi grW gxsxwmgkAt ptts uialut Teo U"p I" ss 100e L.Aal9t"" xl csnin r—eop aAxg Al` 44*"t 4'.xe m ldd to 1111 t FartRerce, FL 3494G toPYNlhl tbl6A- ltoolMasses-AelhoayE.lomho111.P.E.tepmdxaionollhisdommeet,iaortloem,isptohib0edaithoutthe utfe.permissionhimAItaofllaucrAothooPLlembolll,P.f. aver "" buss Type city Ply HOMES /SANTA RCWRSRCLMM05GHipGirder1_JRYANJobReference (optional] Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu ID:fXMofrMaVb?Z7FFUeY3 NdzegNi-9YVVvblkVrd4ugAJ6VuXl 11-0 5-0-Q 9-5 15 13-10-1 18.4-0 21 8 0 26-1-5 30-6-11 35-0-0 t-0 5-0-0- -- } 4-5 15 i 4-4-3 F 4 5 t 5 1 3 d 0- -1 4-5-5 - -- }- 4 5 i _.._ 4-5-5 4.00j 12 5x 4x6 l 4X31 2 5 x4III 6x6 WB 80 _ t_ 9x4 3xi 41 x8 Jf . _ } y f:.':.. tIN E- 23 43 22 44 45 46 21 47 20 48 1949 50 18 51 17 52 t6 53 3x6 r 1 5x4 II 3x4 == 300 3x6 == 5x6' 1.5x4 II 3x6 = 5x8 -- A0181419 Dead Load Deft. = 3/16 in 12 13 V 1 0 54 t5 55 56 14 3x4 1_ 5x4 II 3x6 -- 5- 0-0 9-515 13-10-1 F- 18-4-0 218-0 i-- 26-1-5 _ 1-___ 30-6-11 5 0 0_ 4-5 15 __._ 4 4-3 4 5-15 3-4-0 4-5-5 4-5-5 Plate Offsets (XrY)-- [3 0-5-8r0-2-8], [6 0 2 12 0-2-0], [7:0 3-OrEdgej, [11:0-5-8,0-2-8],-[16 0-2-8 0-2-121, j19 0 3-0 0-3-Qjs [21:0 LOADING ( pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.34 15-16 763 240 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.35 15-16 751 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2, T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W3, W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide___ l REACTIONS. ( lb/size) 2 - 879/0-8-0 (min.0-1-8) 19 - 3395/0-8-0 (min.0-4-0) 12 - 1161/0-8-0 (min.0-1-8) Max Herz 2 = 32(LC 4) Max Uplift 2 =- 479(LC 4) 19 -- 2260(LC 4) 12 -- 840(LC 5) Max Grav 2 = 882(LC 19) 19 = 3395(LC 1) 12 - 1163(LC 20) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1993/1177, 3-30=-1647/976, 30- 31=-1647/976, 4-31=-1647/976, 4- 32=-260/201, 32-33=-260/201, 5- 33=-260/201, 5-34=-260/201, 34- 35=-260/201, 6-35=-260/201, 6- 7=-2316/3482, 7-36=-2316/3482, 8- 36=-2316/3482, 8-37=-2122/1638, 37- 38=-2122/1638,9-38=-2122/1638, 9- 39=-2122/1638,39-40=-2122/1638, 1040=- 2122/1638, 10-41=3199/2373, 41- 42=-3199/2373, 11-42=-3199/2373, onunueo on page 2 TOP CHORD 2- 3=-1993/1177, 3-30=-1647/976, 30- 31=-1647/976, 4-31=-1647/976, 4- 32=-260/201, 32-33=-260/201, 5- 33=-260/201, 5-34=-260/201, 34- 35=-260/201,6-35=-260/201, 6- 7=-2316/3482, 7-36=-2316/3482, 8- 36=-2316/3482, 8-37=-2122/1638, 37- 38=-2122/1638, 9-38=-2122/1638, 9- 39=-2122/1638, 39-40=-2122/1638, 10- 40=-2122/1638, 10-41=-3199/2373, 41- 42=-3199/2373, 11-42=-3199/2373, 11- 12=-2857/2053 BOTCHORD 2- 23=-1088/1863, 2343=-1102/1885, 43- 44=-1102/1885, 22-44=-1102/1885, 22- 45=-924/1647, 45-46=-924/1647, 21- 46=-924/1647, 21-47=-3482/2389, 20- 47=-3482/2389, 20-48=-3482/2389, 19A8=- 3482/2389, 19-49=-585/379, 49- 50=-585/379, 18-50=-585/379, 18- 51=-585/379, 17-51=-585/379, 17- 52=-585/379, 16-52=-585/379, 16- 53=-2281/3199,53-54=-2281/3199, 15- 54=-2281/3199, 15-55=-1897/2703, 55- 56=-1897/2703,14-56=-1897/2703, 12- 14=-1878/2681 WEBS 3- 23=-164/346, 3-22=-263/215, 4- 22=-188/362, 4-21=-1949/1269, 5- 21=-379/238, 6-21 =-2201/3527, 6- 19=-1685/1057, 8-19=-3253/2308, 8- 16=-2011/2882, 9-16=-420/264, 10- 16=-1159/787, 11-15=422/601, 11- 14=-214/341 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeouate drainaoe to orevent water PLATES GRIP MT20 244/190 Weight: 185 lb FT = 0% 4) Plates checked for a plus or minus 0 degree rotation about its center. 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. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 2, 2260 lb uplift at joint 19 and 840 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 223 lb up at 5-0-0, 67 lb down and 95 lb up at 7-0-12. 67 lb down and 95 lb up at 9-0-12, 67 lb down and 95 Ib up at 11-0-12, 67 Ib down and 95 Ib up at 13-0-12, 67 Ib down and 95 Ib up at 15-0-12, 67 lb down and 95 lb up at 17-0-12, 67 lb down and 95 lb up at 19-0-12, 67 lb down and 95 lb up at 20-11 A, 67 lb down and 95 lb up at 22-11-4, 67 lb down and 95 lb up at 24-11-4, 67 lb down and 95 lb up at 26-11-4, 67 lb down and 95 lb up at 28-11-4, 67 lb down and 95 lb up at 30-11-4, and 67 lb down and 95 lb up at 32- 11-4, and 208 lb down and 223 lb up at 35-0-0 on top chord, and 120 lb down and 187 lb up at 5-0-0, 49 lb down and 76 lb up at 7-0-12, 49 lb down and 76 lb up at 9-0-12, 49 lb down and 76 lb up at 11-0-12, 49 lb down and 76 lb up at 13-0-12, 49 lb down and 76 lb up at 15-0-12, 49 lb down and 76 lb up at 17-0-12, 49 lb down and 76 lb up at 19-0-12, 49 lb down and 76 lb up at 20-11-4, 49 lb down and 76 lb up at 22-11A, 49 lb down and 76 lb up at 24-114, 49 lb down and 76 lb up at 26-11-4, 49 lb down and 76 lb up at 28-11-4, 49 lb down and 76 lb up at 30-11-4, and 49 lb down and 76 lb up at 32-114, and 120 lb down and 187 lb up at 34- 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). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. navy Nau haryX! rnna Ak'a 1 Uct [IVSi3= Rtir Rkii. ffm Y GV11CM C9 LK6 '#R1 Vk1CWJNXEN'I., Wil, I., porcoWl"t,'A" Io N, Nskrgs9rsr 4!TCC wat Na k0ow, 140, q, t t. In-, 4w wveae 30n:0h 1, sMN. to IN Per WI ,aanar isa rM:.#aa/fv Mlihua d f.f,ara: hecryafymc!te. IttuNlr'a eta; Aa eNnr.IDh!enezracaacrgxare alMNdarsMad ayoea•ai nyaasdarcr a'Masp:INM sgkl. afl IN ae he(hO pNe wn1 4.1.'nr /euyansnanaes eaMaa raaA, lmPsutryacaria»: ata. daanww.anxpa.eraa.m.n«axe'z au-:ageea nr twrut ar pv .m.:rmxaar m.+s a:wm m kN :w ue rn.l. n M a rt baai,m.sow" Anthony T. 3To0m08C3o ;t'.,.t. nlr my axes "ma a rarcza ainn«.rtraarlatMu<.ap"s amwtatlxe.Ins( parks , nwuu axx«aaioaP4., Iru Alk.,w6an:rt n.c:aa..I-tiq..'w tr.:zr.+ar ax we" kare•Iu 1AUN l7s:wMapak yaao vary li N(grn iadrd. 1W." Cealo!yenr st 40 me dniaui 5",_ nlessreea orteer "04 11t,wmr",o'o .'.4# ge91I 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Copi idht Q72U16 Al Rool hnssez-AnthaayLlombo lllr Fi. Reprodonion of his dmononl,in Pal form,it prohbiled«iMoat the vrinnn permPnloa from A too( Geier-AalM1onrLtombnlll,R_k- If Qty I Ply I RYAN HOMES / SANTA WRSRCLM I M05G 1 Hip Girder Al Roof Tresses, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20 Concentrated Loads (lb) Vert: 3=-161(B) 7=-66(B) 11=-161(B) 23=-116(6) 14=-116(B) 30=-66(B) 31=-66(B) 32=-66(B) 33=-66(B) 34=-66(B) 35=-66(6) 36=-66(B) 37=-66(B) 38=-66(B) 39=-66(B) 40=-66(6) 41=-66(B) 42=-66(B) 43=-45(B) 44=-45(B) 45=45(B) 46=-45(B) 47=-45(B) 48=-45(B) 49=-45(B) 50=45(B) 51=-45(B) 52=-45(B) 53=-45(B) 54=45(B) 55=-45(B) 56=-45(B) A0181419 I _LJob Reference_joptional_.__---- Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:36 2017 Page 2 ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6VuXhmZKm7TGuDWygdyUrlyBJdf Fr=.Mnv Mrery+Jt re+xz ne AItJC=112Sif4 aiftttCr uoita ttlM$tCOM41t1YS fdti'7t iCTI`,l:fX@M?i05gEAi"Ine-teFer hvp taeaN+rs ed redrxxx xtkclr€r, dn keny;((i'; mk Ae ArNaerl feab . tf. dd.eae kaa?e'em 9elne Mr.rse aaalxpe iDP-a't Mxlearwy'es rul nr;dm@e PMH dd.4:r`rnspes+)4 rN**'.ie,Sie:+teg»n, ae unaw.IC9 rMrnmsuKu;eNM rBnWMrgarrx¢aywsrmldrMkxRM rape tmsdmruexlo- t66 akr. M.I?EI ,d kep xuaeaxs may:wemnx.smd Anehony T. Tomb0 11, PT, m rudaut ssb m MNa}islk rtpsiNlmkne)„geMQ.xi:eArak gnluta LNn{6tcry»..atx:ra naia lkkr,Mf da 1pgM%q,Ne ml to i.?bq{.madrr'66.A ap AeNrxAMiras..nlwq nmktier. skge xrHilpw Mk kaag udtboa reyaunM.A «80083 and uap9n}t odca . u- a wam tamrx Knne: ar.0 nsxunt npe mrann nnamen uu,px eknmM l l.erA. as apxeimbme in w sa vrm+nm ew er:datraaavp r,tz p maso- rnaM e;,, 4451 St. Lucie Blvd, Ili —A ddied is 4[MrM yrM qa n.rm" is 01W.—'s ; ih lnukeuln:apeex is eft fatJzlt ksyw-x trrsx 4rour.yruaEai sd l ui ap+N iN o rc xen/daeln ttFl. Fort a erce, FL 3494& 1 epgriphto12016A-iRaeUrusses AatAoayLlombotit,P.[. Reproduaionoft6iskumentiscoy torn,isprnhfblted.UhouThe .dtteopormusionhomA-1Rooflmses AothonrCTomboll6P.f. u1. Al Roof Trusses. Fort Pierce, 11-0-0 7-0-0 4.00 12 Truss Type _ QT__, JPIY RYAN HOMES /SANTA Hip 1 Job Reference _(optional)____ s.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. f 12-8-14 f- 5-8-14 5x6 ---- 3x4 == 3 d 7-3-2 3x8 -- 3x6 1.5x4 11 5 A 7 5x8 8 A0181420 1.. ___I Dec 7 16:24:36 2017 Page 1 XhmZK07 U iu FsygdyU rL yBJd 40-0-0 _ 9-0-0 7-0-0 0- Dead Load Dell. = IA in 16 15 14 t3 12 11 3x6 3x4 3x6 __ 5x6 - 302 1.5x4 1 3x6 3x6 -=- Plate Offsets LOADING (ps" 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 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 or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 1 Row at midpt 4-14, 5-12 MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 2 - 62210-8-0 (min. 0-1-8) 14 = 1917/0-8-0 (min.0-2-4) 9 = 781/0-8-0 (min. 0-1-8) Max Harz 2 - 43(LC 12) Max Uplift 2 =-185(LC 8) 14 =-931(LC 8) 9 =-561(LC 9) Max Grav 2 = 630(LC 23) 14 = 1917(LC 1) 9 = 788(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1081/334, 3-4=-970/367, 4-5=-1064/1155,5-6=-1044/1628, 6-7=-1044/1628, 7-8=-1044/1628, 8-9=-1541/2028 BOT CHORD 2-16=-188/972, 15-16=-83/335, 14-15=-83/335, 13-14=-1155/1251, 12-13=-1155/1251, 11-12=-1835/1434, 9-11=-1812/1422 WEBS 4-16=4061739, 4-14=-1557/1137, 5-14=-1103/1241, 5-12=-2827/2271, 18-4-0 N-2 7-4-14 CSI. DEFL. in (loc) I/deft L/d TC 0.82 Vert(LL) 0.3114-16 719 360 BC 0.87 Vert(CT) 0.6014-16 366 240 WB 0.88 Horz(CT) 0.03 9 n/a n/a Matrix -MS Wind(LL) 0.2811-22 936 240 WEBS 4-16=-406/739, 4-14=-155711137, 5-14=-1103/1241, 5-12=-2827/2271, 7-12=-475/407, 8-12=431/411, 8-11=-370/322 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; 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; porch right 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 185 lb uplift at joint 2, 931 lb uplift at joint 14 and 561 lb uplift at joint 9. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 175 lb FT = 0% 1,." Ilee:e UM8l,"e TV%II C rV"5?S{'5f;ttli UNIT', INNS t(WITICYS(111 It Snl VtVW"EVOW tu.. 441 ktip W."., W"d"I, M e#, I x 9esp xt.4 i"W n. WWI 1"J.i n. idaeare 4ez i.M t etf ddesr OW.rn IWO1 ark TrO.-1 Iktta am mlxx ul;xe;am ae tuhkkma l,:rn::tepaar re.. sa Mh l"K,1e.0. W, Th epnm, -OW, Oft roeirwaM •M,.uMwanr*Mks,pxne;.pet.,, onnawa, Tao all .as IIII :kde,pnswp+ .kaop;nanH:.:ma+ An*hony T. Tofr&:11, P.E. W, tea±,I:e„-Mer.dpannslaklmaca).arr«a.anrennra.p elktgwyaspw.Nvwwo1wit"1rC.1r«ksrl-rsak-srn Ir nndkaoWana amTws,.WIM,Wt.,ve.MION00WIT sx Uene a80083 rt+MM.} ksyae ad (nr kYt. aIl x3lt iel a:xhiM Wtm p nas x7 peMae,Unr [xlkpC Tmm iMr}hheen KSI'NNnktwi>I WSNA x::dx eh p.ne fut Tr k*i 0z raputwwsa *9 ,e`heini, ku" 1«r de,ys ipmo m4 Ues, Ma+ -m -Rss U.. kook 1, a:eevr} aril ."N 1,or ,avid tk Gni&i+ III R.4. Can S x; p 4rt l ercSt. , FL 3494 em I. p pen, @ tpnena } ryea.xt ,: p,txrxmt nk .UtpIDlNt.araeakMWntlt. Fart P'erce, FL 349a6 opptiohl g) 2016 A-1 Root busses Antiony Llomho III, P.f. Reptoduaiot of this dntumem, m otllmm, is ptohihaed.ilhool tht writeo pewwoo from A-1 Roof imsIts bothanl L Iomho III,P_t. Job Truss Truss 1 WRSRCLM, M07 Hip Af- k6offnis - s es - Fort Pierce, - FL - 34946, design@altruss.com 13-8-14_ 18 4-46-14 4- 4.00i12 5x6 3x4 3 A A ROSA I'l ___ _ 1_ I Job Reference -(optional)- s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. 10:fXMofrMaVb?Z7FFUeY3-NdzegNi-dk2t6xmMG8[xVqIV 24-7-2 31-0-0 1 3x4 3x6 1.5x4 11 5 A 7 5x8 8 A0181421 rhu Dec 7 16:24:37 2017 Page 1 CPmE-6x?Xo1dkT6vHi2NnyBJd( to-0-0- At _0 9-0-6- -0- Dead Load Defl. = 114 in 16 15 14 13 12 11 3x6 3x4 3x6 -- 5X6 3x8 3x6 1.5x4 11 3x6 9-" LOADING (ps, 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 FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD Rigid ceiling directly applied. WEBS I Row at midpt 5-13 Mif4recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 613/0-" (min. 0-1-8) 14 = 1933/0-8-0 (min. 0-2-5) 9 = 77410-8-0 (min. 0-1-8) Max Horz 2 53(LC 12) Max Uplift 2 =-182(LC 8) 14 =-926(LC 8) 9 =-560(LC 9) Max Grav 2 = 628(LC 23) 14 = 1933(LC 1) 9 = 785(LC 24) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/231, 3-4=-730/286, 4-5=-851/1002, 5-6=-609/1056, 6-7=-609/1056, 7-8=-609/1056, 8-9=-1321/1746 BOT CHORD 2-16=-144f739, 15-16=-56/373, 14- 15=-56/373, 13-14=-1002/1083, 12-13=- 1542/1210, 111-12=-1 542/12 10, 9-11=-1521/ 1199 WEBS 3-16=- 203/ 334, 4-16=-498/807, 1 CS1. DEFL. in ( loc) I/defl TC 030 Vert( LL) 0.58 11-22 448 BC 1.00 Vert(CT) 0.46 11-22 568 WB 0.73 Horz(CT) 0.02 9 n/a Matrix -MS WEBS 3-16=- 203/ 334, 4-16=-498/807, 4-14=-1 215/852, 5-14=-1 105/1244, 5-13=-2112/ 1727, 7-13=-404/326, 8-13=-691/ 796, 8-11 =-434/358 NOTES- (8) 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=1 5ft; 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; porch right 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 182 lb uplift at joint 2, 926 lb uplift at joint 14 and 560 lb uplift at joint 9. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 4 0- 0- 0 L/d PLATES GRIP 240 MT20 244/ 190 240 n/a Weight: 175 lb FT = 0% 0 2 Anthony T. Tombo ill, 7 $0083 W I,— 4wom. 4451 St. Lucie Blvd. ithw1ri. ",Vqtot_ Fort Pierce, FL 34946 opyttIbi 0 2016 A I Roof liusses Rep'.4urtiol of flin do(owni'm coy form, i, Prohibited iwithout the witteo pemwoo from A I Roof hoses AoTh.0'I'lombollLp'l, RYAN HOMES / SANTA WRSRCLM MO8 At Roof Trusses, Fort Pierce, FL 11-0-0 6-6-11 4.00112 Hip sign@altruss.cc 11-0-0 4-5-5 5x6 =_ 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5xcFKHn_1 Stn7 23-7-2 29-0-0 33-5-5 3x4 3x6 =-= 3x4 5x6 c 6 -r 8 AO181422 Dec 7 16:24:3$ Dead Load Dell. = 318 in io 5x6 =: 13 3x8 _: 3x6 :-- 3x6 -- 3x6 3x6 _` 3x8 =_ Plate Offsets 18-44 7-4-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deFl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.31 16-19 717 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.54 12-22 485 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 133: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (lb/size) 2 = 572/0-8-0 (min. 0-1-8) 14 = 2008/0-8-0 (min. 0-2-6) 10 = 739/0-8-0 (min. 0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 2 - 174(LC 12) 14 = 955(LC 8) 10 = 543(LC 9) Max Grav 2 = 608(LC 23) 14 = 2008(LC 1) 10 = 768(LC 24) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/312, 3-4=-445/111, 4-5=-365/125, 5-6=-365/125, 6-7=-833/994, 7-8=-856/1324, 8-9=-956/1354, 9-10=-1458/1841 BOT CHORD 2-16=-286/884, 15-16=-994/1111, 14-15=-994/1111,10-12=-1665/1359 WEBS 3-16=-563/532, 4-16=-218/325, 6-16=-889/1408,6-14=-1077/792, 7-14=-1343/1556,7-12=-1080/816, WEBS 3-16=-563/532, 4-16=-218/325, 6-16=-889/1408,6-14=-1077/792, 7-14=-1343/1556,7-12=-1080/816, 9-12=-554/683 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5,Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 174 lb uplift at joint 2, 955 lb uplift at joint 14 and 543 lb uplift at joint 10. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 184 lb FT = 0% iaup IhrurWa}Hrnue.lk'liCJt,(il iiSfiC1E1"`6E1-Vk; fE1MS1COF`ftld E9S1G14 SUT t;7 tA-FYir'6MtAr lore-Fekr AU praamMallMttn:vstreys Doi eArngtlPC Wrk AaMal tao-M:&fE. tdaratt elms tese Udeu one .rse aaetnt, too., mlea:awMa pka ,u6 av rsel!u M t3o b p rdd. F. o "s Bexrp fgeaeu Sx Mee =,rpna; ud a rr ih@=ep seas ewa:e a ne Rdaulwq tgwerrq ay dNM h rk k; a! rb snps t .lelaW a 0e to * rda t"{. 4 tn,r nsmpia iiON senx;. cmrr" An*hony T. TOmbo A!, U.E. ml aa0VrI' s., Mitnq i, on W,&wanes„a.n.am,rm.,udpeaa ne laixq 0e,yw.a;x:rnr rar+ltt ae Y: rae wat t"aaa+rk wa PX.l.?kq oa dnr'oaM a•ndE aaaae osr. aaMeg trma sape.»anamweaa.:rd u aya,cwna 30Q83Lastaxtksntm/[a+'rmxuaas se, acstre yopMRe tratnesW pdancsamNdatt(ar7etae 4&oM Mfi ew'U4i}pllate44e t§MUG ar raaaeu'n pam}ea+ua lt-idha slr-rstnsso-soa aA twas w'lehers4rutrules. oergaelram ap tmsrbxriexsa w+es 445i St,LucieBlvd. r;Fawa /a4M A a,wPa4 yro-# stp a rmH q d7 ia;us rnsiaf. i1t insi aeupr f aea it tci kt 4aix# 9esryua, a I :s <.te farunr r w[ avSM kit rauSxM x±sx at ce taael ra t!F i. roil Pietce, FL 34446Zfep¢ipht i tQl6 A-i Rotf trusses Aafhoey i.lomho 111 P.(. Rtprodu¢ion o(ihis lommen4 in any loan, isprohihittd aithounht arinea permissianfsvm A -I Roof lmssas AuthoayClvmla lll, P.L JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI 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 Toe 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 ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 7exxytkxti Hc. :n<ox+4a A fz. IRBt4;,'1:i at#tR itUkstt.,il Pktf .,,u. 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Repasdas+toget ikiz/Wa nt'AftgIae,apom"t".004 the Wma pvmmw ham A I Faa Imses AAtoI,C 4mbadl. PJ FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772AN-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. 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 ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES a 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.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 (MIN.). 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 GALE 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. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl BRACING METHODS SHOWN ON PAGE 1 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 STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAL TRUSS iTUD 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. JULY 17, 2017 I r. STANDARD PIGGYBACK TRUSS I STDTL04 0NNFC;TloN nFTAII 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-1 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' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.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. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. anviry. Mme nnr+N. eemw t { 1 D41YasS€; tf lH^-.GFfi4Ut IFKlP. t ,'Mah M1iR tX[c?M "itl FC uAii::1 45(' Ymw n•h ky,.tn.s mtrarm w ?«: p.+. Ae.ry;idR wr me t+hm f E.aN fa t I Me mES ert e +en d tt,<<e azk+.'e 1. e Q,»n w.lw,.utt tMBk :M Yr Ae `QS4kKd. t: I Ri*tap Tap p s.SptaEh i wa'R+urita a4v'Wi en +Mt Ie K.pmtdM Ades dn9nte a¢wykv:MkM 4t a4 Hvflb='i ..... Antlony T- TDmbo 1. i, plf. m,e tr.,.z;fay,Ia+xa a.dme.rmm c.rniardaecely rrtatwEa,hz:r+a;tuxda a'an wm r q;xFn nun«a,ae a~a mu»:aaet»5«iaayo w,+t;u ae n u mex,a x.e>nww ne rB S83 S &ixu nxiEf naa i>,;u ufi sie iflb#es uxMn WNW+ `kMb lLaaprrox NtM!SAtmrha `F,6 pWe!tafn In mhhF nesiser+e pacekpdea ry i axa e,pxvMme atk+s, U±a In>s K¢ rxr rss &s}S itFaezE ma A;!!ro n. mb,as 4451 St, wde Blvd, AM++4iN$A9i l iilaW¢a/tt{(Pt n WdM }4 d'f ,Y9Y 14 N'tt{ iie l a4. Ci aiR'.ryao Ff',i AF 6KWgf pFt,,fF.ai=ns4 $.Ytt'I.tI1,W±1ldak O,i nry"dil lba. i if ti l4 Si AE Y' fort 4 eree, Ft 34946 appgS ii 7414 A-t 4acf trususAmRwr f.11ll. !`.f, fa¢f tto ot rirlsfu;ua. is a isna.,i y e iki ed rahor[fke x itten pe.zssioF ltgn AT &aal (msxs-1atk a; I. tem6o IXi. P1. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05, A4 ROOF TRUSSES 4451 ST I IICIF RI VD FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (114" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 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". 5. 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: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II 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. tW ikea4t;kr¢+;it mrt"ppf k;w"a'1(!,i?,,.i,l<<.°A[1k,FR144t,ilki 7„4515"uk,"C'vjl`.xNtl'!11 !,'iMf4i`4 rt YnAf &i lRcntY.i its RtiWtar 3sa4. btt}t.*neU PDt mlmI lmi l I—M If opt pt g'.'90-k M:-N:mthllp H]tk:=lR ixfFdf 45t vGkM s/! 1>'Rtt:Ki't .t. 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P.k JULY. 17, 2017 ( TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 SECURE W/( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. GENERAL, SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. 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 PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. P 12 SEE DETAIL'A" BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES, WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. ee+a,-Mn•»nag0if eem ae S, L.lt te@r3:S 1'il,.}i" $!I€1tt'Ftlk.t:i ftK tiu;A1k "im34^tLhieih tttf' eefi@„p7+'-^: t ert.nnwNm ?+u 6e e x+a+t [iGk MRt trapml b iW rs 7 w..v 1»r MA a.x t a+mrex :+l a+i..a f=u,mnH.b fad' a It xe4W M7Rilbr.W t I %vr;yb+s ,t ieaNfi iq'ae Mt wm?9i`+Nr"MrMn,ybrdke pdtsaad atWu^,apn yxiak kt4kuaA%a,ape bfr•.M! p. `5£a`r itfl. Txh gtea'"apxaz yeliN M^.xrt ,xkgefix t n'.Nony%. lombefI:,a.E, mt.0 d9e it s,ea•t"„at uµasm+n,aea Rc»xc'f aahxeN qre e. pa 4+IM{iea.grn'M;+ct Nir .m iKMna ikxHp,<ke pf'ft 4k dtrt l0@aa ar'roit saav F„s. aiWHg ktEiy tmWe aurae eMxru}nsn ee 4e nua:mmd t84 Et83 MM 4fs+pm>PatwMntr X+`WFaNa+w#d i19MgNiasrsfNdeNasp.axMguf,xmi Wn*ewa Y:Ft+. +ft.towe#AreMercaaeM r# < di leraezasa+.awa»s.aa.,aaesatr;4;.apa n,:W. ,aemmTe rs,ra saa"n s4trt !F 1 5t €voe Bl,d. e+..:<a.ahr;sq:rt•+."ssr,r,a a,i, Ruge:.ar,t».t«n 5a, F«shae i+r,+rt.»t tsum,fis.re,ra*+"tn €c.+rt,ietre, Fi 3.446 Y kt 2ilOk-1 Rael letxet Aetkaa 4 famkaiO, R.€. Rs ndartmn ti:w keiuneat. iea fwm ss wioei.+fwotte rdncn oxasro4 kam A I Roof 6'if' Amon 1 I0049 IN. P.LIopY '1 Y N o1 R' P 7 - JULY 17, 2017 1 Vr_%L_1_L_ I %it— I L..*L— I /—%It— HIGH WIND VELOCITY) STDTL07, AMW A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPI- MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE 6 OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSf MAX SPACING --- 24"O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY Hkir 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 F-NON-BEVELED MAXIMUM 6112 PITCH NON -BEVELED I BOTTOM CHORD I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 0 . 000 V-4 M."., eg,-,t t4lu P'l 1— wW't Alt V.— V "-W 4 "o k' 1" 1[Y'f ."K, W.un uirpaxe 0 k' Fall—* AMhony 1, lombo 111, P.E. r 800"0 1451 S' Woe [Ilvd, FQ0 Pioce, R. 34,946 I' - FE8RUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772409.1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. V ER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 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 BETTER WITH ONE ROW OF 10d NAILS SPACED 6. O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A --A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' D.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 NGS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IDd NAILS 4) Bd NAILS MINIMUM, ROOF PLYWOOD SHEATHING TO SHEATHING 2X4 STD SPF BLOCK f/ f lOd 12' NAILSMAX. f B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 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 RESPECTIVELY. 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 AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3.8-10 5.6-11 6.6-11 11-1-13 2X4 SP #3 1 STUD 16" O.C. 3.3-10 4412 6.6-11 9-10-15 2X4SP#31STUD 24"0.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' D.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. f ` TRUSSES Q 24' D.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) 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, 2017 STDTL09WITH2XBRACEONLY VOTES: I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T[ ONTINUOUS LATERAL BRACED WEBS. A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 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 FE RLIARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STQTL.10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO la 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-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 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 (00 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'). ATTACH TO VERTICAL NAILS (031' X 3 ) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -J G 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' a 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 (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENOS 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 I LATERAL TOE -NAIL DETAIL STDTL11I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVQ, FORT PIERCE. FL 34946 772-409-1010 NOTES: 1. 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. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 p J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 Ni VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY 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 A NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS i NEAR SIDE x ---i NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE i NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBWARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 TOE —NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF—S Lo z 131 59 46 32 30 20 0 1 135 60 48 33 30 20 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. 162 72 39 37 25 FORT PIERCE, FL 34946 772409-1010 j 3(_5 128 54 42 28 27 19 F- z LO 0 z 131 55 43 29 28 19 LLJ 62 48 34 31 21148 z 120 51 39 27 26 17 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 0 148 1 57 44 31 28 20 NOTES: 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. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 35') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (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 1.60 (ODL FOR WIND) = 177 LB 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 (3) TOE -NAILS ON 2X4 BEARING WALL www USE (4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30* TOP PLATE OF WALL x Irl FOR 'NAIL 1-1/lb- t-UK 325' NAIL 1-3/161f FOR 3.5' NAIL FAR SIDE SIDE VIEW END VIEW J CV Ca FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDT1,13 A-1 ROOF TRUSSES 4451 ST . LUCIE BLVD. FORT PIERCE, FL 34946 772- 409-1010 I. Z) x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7- 10, 29'-0" Mean Height, Exp. B, C or D. April +1, 2016 A-1 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 STDTL 14 4) 12d MAX 30" (2' 611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 ttu xp tW ix Aw epki:nn. 4e't r kh3s M,:lft ^'tti.Ft'; 5#I4ti` ?x Ki l {C W'h Fi'0i:::a;YM 1 1.[RC1:i2nMEX'. 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FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-i ROOF TRUSSES 4451 ST, LUCIE BLVO. FORT PIERCE, FL 34946 772-409-1010 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' O.C. AS SHOWN (131' DIA. X 3'), STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' Q.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 121. (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 ril TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). 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 ENO 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. FEBRLKRY 17, 2017 1 SCAB APPLIED OVERHANGS ( STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION 251110 1. ATTACH 2X-SCAB (MINIMUM N2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DU. X 3') SPACED 6' O.C. 2. THE ENO 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. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24, O.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 FOR PLATE SIZES AND LUMBER GRADES 3 51811 5JI CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D , Application No: ,G-`f , Y Documented Construction Val $ q W QValue: Job Address: Historic District: Yes No,ISU Parcel ID: Residential Commercial Type of Work: NeV ° Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407- 323-7515 Fax: 407-323-8954 Email: info `t a i-orlando.com Property Owner Information Name Phone: Street: Resident of property?nn- City, State Zip: Contractor Information Name Advantage Plumbin z, Inc. Phone: Street: PO Box 1117 Fax: 407-323-7515 407-323-8954 City, State Zip: Sanford, FL 32772 „ mmm M State License No.: CF-CO57881 Arch itectlEngi neer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE 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, beaters, 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: 4"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing Information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agcnt Print Om.,/Agent's-Name Date Si aeofConawtodA... w.ry _.. _. ..... go gent to Signature of Notery-State of Florida Date; Owner/Agent is Personally Known to Me or Produced ID Type of ID A. Thomas Smith w . ___. _. _. Print Conuactor/Arrit'a None t / Yl Stgna arc o aaty-amxks £natti Bate NOTARY PU13UC STATE OF FLORIDA t ` Expires &2112021 Contractor/Agent is X Personally Known to Me or Produced tD Type of ID , Permits Required: Building[] Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps-- ....... - Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No # of Heads APPROVALS: ZONING: ENGINEERING: I Fire Alarm Permit: Yes No WASTEWATER: BUILDING: Revised: Tuna 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002450 Date 8/06/18 Property Address . . . . . . 3769 HANWORTH LP Parcel Number . . . . . . . 17.20.31.5VC-0000-0340 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . . . . PUD Permit . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . Phone Access Code 1068881 Permit pin number 1068881 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002450 Date 8/06/18 Application pin number . . . 671350 Property Address . . . . . . 3769 HANWORTH LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0340 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 367054 Application desc noc on file Owner Contractor ryan homes RYAN HOMES c/p tracy 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3369.00 Permit . . . I . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1068881 Permit pin number 1068881 Permit Fee . . . . 108.00 Issue Date . . . . 8/06/18 Valuation . . 0 Expiration Date . 2/02/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1326.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 1103.95 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. o CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application Na: Documented Construction Value: $ Job Address, Historic District: YesEl No [I Parcel ID: Residential,,] Commercial 13 Type of Work: N AdditionEl AlterationEl RepairEl Demo 0 Change of Use D move F1 Description of Work: Plan Review Contact Person: Phone- Fax: Email: Property Owner Information Title: i Name ar- JAQL/ In— L's Phone: Street.. -Ac-f V' r*'10t1A' H- H,2' Resident of property? City, State Zip: i Contractor Information Nacre , Phone: ji Street: r Fax: I- tr - I L City, State zip:: c`f State License No.: LL Name: Street: City, St, Zip: — Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E-mail: — Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCENIENT 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 con-unenced prior to the issuance of perrivit 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, hoilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (Z014) Florida Building Code Re% kwd Junc 'W 2015 Permit .Application Nqffl": 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 -.urrcnt 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, QWN,ER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owntr/Apnt's Namc Signature of'Notary-Statc offlorida Datt 7 1 l' IOU 0S 11paturc Of ContractorAfeni Date QQ - Print ontractor/Agcnt's Name of US Dart COMMission If GG 110622 Expires AU901 7, 2021 Owner/Agent is — Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID ___ Type of ID Produced ID Type of ID — ------ BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical D 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: YesE] NoFJ # of Heads - Fire Alarm Permit: YesE] NoF1 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Keviscd luck ail, 200 Pcriml Appik,:atton FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002450 Date 8/08/18 Application pin number . . . 671350 Property Address . . . . . . 3769 HANWORTH LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0340 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . PUD Application valuation . . . . 367054 Application desc noc on file Owner Contractor ryan homes RYAN HOMES c/p tracy 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3369.00 Permit , . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069194 Permit pin number 1069194 Sub Contractor . PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 8/08/18 Valuation . . 3961 Expiration Date . . 2/04/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1326.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Page 3 Application Number 18-00002450 Date 8/08/18 Property Address . . . . . . 3769 HANWORTH LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0340 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . , . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069194 Permit pin number 1069194 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL rtD UES Project No: 0110.1700732.0000MUNIVERSALWorkorderNo: 9396699-1 R IF ' 8/14/2018 co ISu I tantS In: Gc^utt,chtw aI E.r(It? aI nx,I -I I IV Ito tI tt3t' I It al S(wnt e s Cteo p>ysu.tk 'Se IVIke' • Cut IA 6t1( {6or7'Mat('I 'kk rep tIrI(i TIIte 114 I Iwfte It On E3tltki+ nq In,hr°coon I'13r ttt°tire°nE • (3uE3iiin} < luif ;Ar_fn +lu^,Uat3«n (,9 "` e 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423,3106 In- Plac2 Qensity Test Re Qrt Client: Ryan Homes 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing UES Technician: Sammie Edwards Date Tested: 08/14/2018 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: 3769 Hanworth Loop (Lot # 34) Tyke of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Bottom of Footing 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) ptimum Moisture W Field Dry Density Pcf) Field Moisture Soil compaction W Native NaaDepthinch ) Pass or Fail 1 North Footing Q-1 ft 105.4 12.2 107.3 7.8 102 N/A Pas: 2 South Footing 1-2 ft 105.4 12.2 106.7 9.2 101 N/A Pas: 3 East Footing 1-2 ft 105A 12.2 107.9 9.4 102 N/A Pas: 4 North East Corner of Pad (TOF) 1-2 ft 105.4 12.2 108.1 8.5 103 N/A Pass 5 Center of Pad (TOF) 2-3 ft 105.4 12.2 109.3 7.5 104 N/A Pasi Remarks: TOF= Top Of Fill Tn nnkn Ff nh . m..ke.nf nmknnkin e. kn t fn:..n rn nf n nG nkn kk.n D,,klin —4 n..mnh.nn n11 mnn.in nm n..h m:k{nr! nn nnnFirkn nki of nm nn A.. nF n..r nfin nkn nnik n.rkF.nrixnkinn 2 al DESCRIPTION AS FURNISHED: Lot 34, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. & BOUNDARY FOR / CERTIFIED TO: LOT 38 LOT 33 ILI Ryon HomesINVR Inc. LOT 37 S00"19,09T 60, 00' 37. 13' 37,13' 1 10, 00, 10. 00, 3 25. 87 10. 00, 10. 00, 1 10' UTIL ESMT B. B.) S00*19'09"E 60. 00' rP T-T HAjVXOR / -h L 0 OF 50, RIW (PRIVATE ROAD) P11 LOT 36 LOT 35 34. 95'_ _ P.C. PROPOSED - FINSHED SPOT GRADE ELEVA77ONS tHUNI - 0 PLOT PLAN AREA CALCULATIONS REAR 20' PER DRAINAGE PLANS IMPERVIOUS COVERAGE - 2,5241 SQUARE FEET OR 36.6% SIDE 5' FOR 40' LOTS PROPOSED DRAINAGE FLOW LOT CONTAINS 6,900* SQUARE FEET SIDE 7.5' FOR 60' LOTS 10' FOR 75' LOTS LOTGRADINGTYPEASQUAREFEETLIVINGAREACONTAINS1,714± SIDE STREET = 25' PROPOSEDFINISHFLOORPERPLANSCONCILANAIIPQRCHCONTAINS810± SQUARE FEET SIDE GRUSEXHEYER - SCOTT ASSOC, INC.- LAIVD SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P1U_ : POINT ON LIKE F FIELD TYR TYPICAL PIPE PRX_ • POINT OF REVERSE CURVATURE NOTES: FORTH BY THE FLORIDA WARD OF 1. THE cwpEmmeo Om HEREvy cERy*y ImAr THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET FLORIDA STATUES AOW#DSMATrC CODE PURSUANT IT) SECTION 472427. 1P. PO COMPOUND R. W40M ROD P.C.C. CA CONCRETE MONUMENT RAID. RAINY OF 9DMPROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 3j_17 FLORIDA SEAL, THIS SURVEY MAP OR coplEs ARE NOT VALID. 2UNLESSW80SSfDW04MJRVETERSSrMTUREANDORMWRAISEDEMAYSEOTHERRorRicTioNsFURNISHEDToTHESURVEYOR. THERE I.R.MOM-RADIAL SET 1/2, IP. /NLII 4M KP_ REC, RECOVERED W.P. • NIUMESS POINT J. THIS SURVEY WAS PREPARED MU nnZ MMAT?om OR EASEMENTS THAT AFFECT INS PROPERTY P. Q.R.CALC. • CALCULATED POINTOF3EGR#4M REFERENCE HONUMONT POINTOFCOMMENCEKENTXPEK, PR PERMANENT ELEVATION FTFINISHEDFLOW4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOW" PREPAREDMRTHESOLESEMEFITOFTYMOVUMToANDSHOULD NOT BE RELIED UPON By ANY OTHER ENTITY. CEKTERLIMEN& D NAIL • BUILUM SETBACK LINE AY T!O'F 11 ILK ICHC"MARK S. THIS SURVEYS BE USED To RecomsTwor sowaw LINES. 6, DAWENSFONS SHOW FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT ASSUMEDDATUMANDONTHELINESHOWASBASEBEARING (R8.) R/v R IGH eSMT. EASEMENT MR. BASE REARM 7 ae~S ARC ak= k DATUM OF MR, UNLESS OTHERWISE NOTED. 0. EL&ATIONSo IF SHOWN, ARE DOSED ON MATIO" GEODETIC VERTIC DRAIN. DRAINAGE UTIL. UTILITY CL' C• CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. VDIFC. V001) FENCE SCALE I, - 20-= 1 DRAWN Or. C/ D CONCRETE BLOCK P. C. PONT OF CURVATURE ORDER No. P. T.• PZIMY OF TANGENCY DESCRIPTION CERTIFIED BY: PLOT PLAN 04-25-2018 2501-18 AIUR& L ARC LENGTH FORMBOARD FOUNDATION/ELEVS 08-21-2018 5366-18 C CHORD B. CHORD REARING NORTH Jt THIS BUILDINCIPROPERTY DOESNOTUEWITHINGRUWSENi 4 THE ESTA9USHED loo YEAR FLOOD.PLANE AS PER W, SCO R.LS ZIWE -K- MAP I 12117C0090F (09-28-07) CITY OF SANFORD WNTION WTVAPPUCATION Plic, AP ation N6: Dogumented Construction,Value.- S. Job A ldrm mstoric, Parcel I,D-.. Re§ld- Commercial Type o—fWorks ,),-w.4[I ,AdditionAlteratioJ].,RepairE1,,- Descriotion of Warl- Plan Review. Con far*- on: -'V'0J Title: Phone: Email PrOperty Owner 1-nformation Name Phone: Street: Residentlof Property? At " ;' CityCityState 24p: e"W'k" A-4— a0 Information Name 7 1'4:Nv-, hono.. Lee— 401, Streett Fax 4, coct 1-t City, StateLicense No,: Archite.et( Engin&er'lnfQrmaiio'ri Name: Phone: Street: Fax: City, St, zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER-- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' MPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCkkENT , BE MUST RECORDEDAND 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. commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5"h Edition (2014) Florida Building Code 5 Pcrmil APPlicaltoo Fri NQ ln,additi6nto the 'Witmefits.of t!Vs,permit, there may he additional restrictions applicable to this property, that, y be found a - the " P ubt qrdzords,'of this doputy,, and there may be additional perafits required from other governmental entiti' ies sueb as water management districts, state agencies, or federal agencies. Acceptance, qfpervnit is verification. that I will notify tfib owner of the property of the rNu irements of Florida Lien Law, FS 713.. The Pity of Sanford Tequh pOyrneat ofaplawrtmew fee at th4,tiM0Vfpermit submittal. Acopy of the exectt44 contract is required in of0crto Wculatt 8 plan review charge and will be considered the,est' construction value of the job at the time of submittal. The CIDAS"Cti* n. Value will be fl&Uredbased on the Current ICC Valuation Table in eMct at the time the p" mit'is issued, in cco"1a6cud '*hh locat 6alniftce. Shoj4 talculated charges ,figuredpff the executed contract exceed the actual constimWoh valde, credit vill beApplied to yoprpprmitfbv* whc a the permit is issued. OMT119, mi? AM 5i' 511t" Work will AM 1%.1 ;etid-1 thaft iafai-rnationisaccui*t e T beA6*e in corapliance with _regula q% action and Z9 9_ T-9-0-_-f 01--M Vt Data s friarOwnedAgenVsName Name SiVatuMof Novuy-Saft of norida Daft C"ERYL 0 AKERS MY COMMISSION 0 FF998962 EXPIReS June 05, 2020 Owner/Agent is Personally Known to Me. or kgc at is _1,:fPersoitally Known to:Me or Produced ID Type of ID nced ID Type of H) BELOW IS FOR E USE ONLY Permits Required: BuildingF] - P- lecul6al'E] MechanicalEl PlumbingEl GasE] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: . Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] N6 [] # of Heads Fire Alarm Permit: YesE] NoEl APPROVALS: ZONING:. UTILITIES-. WASTE WATER: ENGINEERING: FIRE: BUILDING: