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3784 Hanworth Lp 18-1763; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000582 BUILDING PERMIT NUMBER: 18-10000582 DATE: June 27, 2018 UNIT ADDRESS: HANWORTH LOOP 3784 17-20-31-5VC-0000-0060 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3784 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS C07WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 9,000.00 1.000 dwl unit 91000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-66,5-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. \ THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 Q1, Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018103626 Book:9207 Page:1510; (1 PAGES) RCD: 9/12/2018 9:55:48 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1763 Parcel ID Number: 17-20-31-5VC-0000-0060 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 # 6 of Kensington Reserve 3784 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 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 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 maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number. 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO 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. Dayna Mitchell Assistant Secretary Sig a of Omer or Lessee, or Owners or Lessee's (Print Name and ProWde Signatory's Tige/Wice) uthorized Officerf01rector/Partner/Manager) State of Florida County of Orange The foregoing Instrument was acknowledged before me this _J day of—k by Dayna Mitchell who Is personally known to me CKOR Name of person maldnstatement.agO who has produced Identification type of Identification produced: P 1@ r JbJd;: 1'RAC`! LEIGH MCDONALD e 4. M1' C08AMIss(Ot•It# FF925012 t co• rV. EXPIRES October OG. 2019 i t4?i) 598 0 53 FtwldallotorySM-Ice =Orr P_6 4 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:9., ILI (ills Project Name: Kensington Reserve ProjectAddress;_j `76y o L np Building Permit Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-fanuly 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 costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w e nant Signature f r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes Print Name of n for Signature f e ontractor CGC151715 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # Florida Power and Light on i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION PA plication No: R 1-1 w3 Documented Construction Value: $ 3(.9'Ak3. a" Job Address: 3784 Hanworth Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0060 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 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: Address: N/A Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 an oning. 4/10/2018 4/10/2018 Signat e ent Date Signatu tr or/Agent Date Trac onald Tracy c]lonaId Print Owner/Agent's Name 4/10/2018 Signature of Notary -State of Florida Date Ct; cv pup MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17,2021ra .fie OFF Banded Thru Budget Notary Services Print Contractor/Agent's Name 4/10/2018 Signature of Notary -State of Florida o, raY Pue MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 S'6'Bonded Thru Budget Notary Services Date 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 2 Electrical R Mechanical 5J PlumbingFe] Gas[] Roof Construction Type: V (3 Occupancy Use: (z-=, Flood Zone: X ATTdrCI-! D Total Sq Ft of Bldg: Sy—j (, Min. Occupancy Load: \$ # of Stories: New Construction: Electric - # of Amps Zed Plumbing - # of Fixtures ZO Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING: (o UTILITIES: COMMENTS: ENGINEERING: o%vL 4-Z6.7$ FIRE: ok to construct single family home with setbacks and impervious area shown on plan. 145. 9 sects 1\8 e - -6 , cc RZ Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5V G • Z-6, is Revised: June 30, 2015 Permit Application CITY OF SANFORDt1BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 111,830 Job Address: 3784 Hanworth Loop Historic District: Yes No x Parcel ID: 17-20-31-5VC-0000-0060 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 Architect/Engineer Information Name: AB Desi Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A CBC1257565 Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 1heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, 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 a>n oning. 4/10/2018 Signa a ent Date Trac onald Print Owner/Agent's Name l 4/10/2018 Signature of Notary -State of Florida Date 1,ay PI/'?, MEAGAN LYNNE FOWLER Y, * MY COMMISSION # GG 063253 Q•°` EXPIRES: January 17, 2021 or F Eonded Thru Budget Notary service's Owner/Agent is X_ Personally Known to Me or Produced ID Type of ID 4/10/2018 Date TracyVcDonald Print Contractor/Agent's Name 4/10/2018 Signature of Notary -State of Florida Date o4gr rper^ MEAGAN LYNNE FOWLER COMMISSION # GG 063253 µ°z EXPIRES: January 17, 2021 Funded ThruBudget Notary Serdces Contractor/ Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy -Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No 464 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdonaCa nvrinc.com Property Address: 3784 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0060 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) a kiOFFICIALUSEONLY. t 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: floodplain floodway E The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1763 Reviewed by: Michael Cash, CFM Date: April 26, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or S' Walkwa Includin Ri ht-of-Wa Use & Y 9 9 Y N -18 7- Landscaping in Right -of -Way www.sanfordfl.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 / 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 Kmw whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3784 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: X Driveway Walkway Start Date Completion Date 4. Brief Description of Work: This application is Property Owner: Signature: Address: 4307 Viib Phone: (407) 692- Construction of New Single Family Home by: Orlando, FL 32811 El Other: Print Name: Tracy McDonald Emergency Repairs Fax: Email: trmcdona@nvrinc.com Date: 04/10/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: d the above statement and by signing this application I agree to its terms. Date: 04/10/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Driveway.pdf 4/10/2018 SCPA Parcel View: 17-20-31-5VC-0000-0060 P 5 wramr,. cX urv: a=Lc,aat Parcel: 17-20-31-5VC-0000-0060 Property Address: 3784 HANWORTH LOOP SANFORD, FL 32773 Value Summary j 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market I Number of Buildings 0 0 Depreciated Bldg Value i Depreciated EXFT Value 3 Land Value Market 78,000 14,000 Land Value Ag Just/Market i1alue 78,000 14,000 1 Portability Adj Save Our Homes Adj 0 i $0 Amendment 1 Adj 0 0 P&G Adj ,,.. 0 ........ 0 Assessed Value 78,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments h Legal Description LOT 6 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority, ........ Assessment Value i Exempt Values Taxable Value County General Fund 78,000 0 78 000 Schools 78,000 0 78 000 City Sanford 78,000 ; 0 ' SJWM(Samt Johns Water Management) 78,000 ' 0 I 78,000 78,000 County Bonds 78,000 o I 78,000 Sales Description I Date Book Page Amount W Qualified Vac/Imp No Sales E IrtSates Land Method Frontage Depth UnitsUnits Units Price Land Value LOT 0.00 0.00 ' 1 $78,000.00 € — 78,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date j http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000060 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: y a 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 (check only one option): The specific permit and application for work located at: 3-1 254 14 a.r, c_va h l--,o zs .o Street Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: CBC12575& Signature of License Holder: -.A STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this 10 day of--, 200 18 , by Robert Lattanzi who is Dgl ersonally-kn won to. me or o who has produced as identification and who did (did not) take an oath. Notary Seal) p rAv aue ^ MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17,2021 NhTF ve FboP Banded ZhN Budget Notary Semce6 Rev. 08.12) e v Signature ME-4G" FowL*K Print or type name Notary Public - State of Commission No. My Commission Expires: SQ.FT. CALC.'S IST FLP- LIVING 2539 SOL FT. TOTAL LIVING 25313 5Q FT. ENTRY 101 Sa FT. GARAGE F, 9 Sa FT. LANAI 151 5Q FT. TOTAL 3,416 5a Fr. OOfdB4f AND CLAIMM MO LOADD BASIC %NO EXPaaUE FOR 3 11E00M GUVM CALL • saUAFE am ZONE i801N1 InvFOWAMDEWK/DFL 1 MOM I 3 W6S4 26' M. 5 28.97 / -38AC IA 8 114-517 26' 12. 5 28.9I / -38A0 2 35 3MP DR 52, 96' 4 2105 / -2554 UV 12' Si- 33 5b X 1'-0' owGD 96' 84' 5 2613 / -3281 4 12 W -V 192' 84' 5 24M / -3OJ6 5 n 38. 63' 4 28.45 / -3055 E 556 6 4 m &TFJ'W 36' 16' 4 2343 / -3192TRA3014 1 rl H 1. 63' 4 28.45 / -30.95 8 33 2)25-5H 55 16' 63' 4 2113 / -29b2 9 65 8080 SGD 98, 4 2584 / -2833 10 33 2) 25-SH 1b' 63' 5 21.13 / -34M II 33 12125-614 16, 63, 4 21D / -2962 Q 11 4 1. 63' 4 28A5 / -30.95E25-5 8 r1 25-W 38' 63' 4 28A6 / -30% WIND DESIGN CRITERIA A. BASIC WIND SPEED I'1PI4 (3 SECOND GUST) vULT.150 / VASP-116 MPI4 13. II•LTE7alAJ- PF£SSURE COEFFICENT.. J8 G WSK CATEGORY -TYPE II EX-O^SUFE CATEGORY C NOTE. VALUES FOR COMPONENTS 4 CLADDING FTMSSURE AIiE 5A5ED ON THE VuH DESIGN WIND SPEED. FBCR, 6TI4 ED. (2011) ALLOWS TFESE PW-SSURES TO ISE MULTIPLIED BY 0.6 TO FEET T1-E ALLOLLIABLE OR NOMINAL TESTED VALUES USED BY PRODUCT HAMFACIURERS. NOTE: L PRIOR TO DRrWALL INSTALLATION ON ALL FRA INC. N9'Ef RS 7-0 FR7N IVE RON HOOK YIIL IE 5PRATED AID TREATED V TMATE' A TEI"M TREATED SPRAT r® CABINET SECTION FLOOR PLAN SCALE: 1/4 . 1'-0' 0-EVATION v' 50'-0' 8' 12'-0' 4'-10' 11'-2' 2) 25-SH I) 25-5N II 9 a r- n LANAI I B I DINETTE 0 T-4' CL4 1-4T-4' CLII jr 10 TY TYP O j 'v OWNER'S SUITE 8080 SCE 14'-4'x11'-0' W-4•meray WTIc 75TtVI 4 D6LIRAYCLlxIm 24'-3' 4 12'-4' 13'-2' I L I A I o rII R/f10r I0 CHEN I I II b' I'-6' I I GREAT ROOM 19'-4'X22'-0' a Y' GLS. - I I 1-4-C1 3'-8' '-0' Y-2' I I e BATH I i Y•4' xtA)a OPT. Imo. pI IIR RISH 2'-5' 6'-10' 4'-8' 8 5'-0' 3' BDRM 4 19 c HDP • V-0 W.I.C. CIA m 9'-4' G-Cr. Y-4'a..& Irc IvTs' 6 I_ I c I nll BATH 1 IIIII B-4'a&2 I 341 V. u Rrt cI ICI I BDRM 2 BATH 1 I I s 11'-8'xl0'_m' Trali el II I m roI c - Icti>o T-4a A m b P _• 5'_ I I I e BDRM 3 HDR I II'-8Sc10'-0' T-4' CMY-4' aw I 10'-4' CLGIL O 3' 4' 8' 0' I_2, 19 1 5'-0. 5' 8'-10' 5'-4' 2'-4' T-6' 2'-4 I e l 0 1 F 5536' EIOLLAIa7 I ATrIG I LAGC_E5_5j I 1 MR•8 e cll II m a 3- CAR GARAGE 28'- 0'x20'-4' I Ir T- P ca.4 j STUDY e I I I I 44fi ' C - Y-4'- T. r 12. 51- s v 6- 0' T-0' OHGD O 4 K'-0' X 1'-0' OI-w O I' -4' 4'-9' 2'-6' 2'-6' 8' 8'-0' 8' I ENTRY 2CI _ WISH I I p_4' I'-4' p_4• 8'-4' A R C H I T E C T f 6 Desou I Gign Gr 1441N. RONALD RI AGAN BLVD. LONGWOOD, FL32750 PH: 40]-]] 4ro0]8 F-07- 774A08 n abdetgngroup. com AA N: 0003325 INllnll snsun sUBDIV. & LOT: KENSINGSTON RESERVE LOT # 06) MODEL- SEASIDE VERSION# 01) PROJECT#: 02997. 000 PACE: FLOOR PLAN NO 7' L -_,. DATE: 2 / 2 6 /18 SCALE: 1/ 4"=1'-0" SHEET 3or7 RECORD COP FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 8UILZ Project Name: Lot6KensingtonReserveSeasideDGR Builder Name: RYAN HOMES ANFO/, Street: 3784 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: 1 6 3Owner: Jurisdiction: 61518 Design Location: FL, Odando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft2 b. Frame - Wood, Adjacent R=13.0 420.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2648.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2540.00 ft2 6. Conditioned floor area above grade (ft2) 2539 b. Knee Wall (Vented) R=19.0 108.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(232.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor. Dbl, U=0.35 156.58 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 44.5 SEER:15.00 c. U-Factor: Dbl, U=0.32 8.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor. other (see details) 3.75 ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 4.247 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2539.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 69.05 PASS Total Baseline Loads: 69.35 I hereby certify that the plans and sp cifications covered by Review of the plans and'ixE ST this calculation are in compliance h the Florida Energy specifications covered by this indicates v _ Fps Code. calculation compliancefrff r. with the Florida Energy Code. T- PREPARED BY: Before construction is completed DATE: 3- -18 Scott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this buildi g a igned, is in compliance Florida Statutes. l,Ot with the Florida Energy Cod CODWE" OWNER/ AGENT: BUILDING OFFICIAL: DATE: 3/5/2018 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 7.00 ACH50 (R402.4.1.2). 3/ 2/2018 4:17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 MPKA PAnr,_7nl7 PROJECT Title: Lot6KensingtonReserveSeasi Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2539 Lot # 6 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3784 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 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 1 Blockl 2539 23612.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2539 23612.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 2539 ft2 W_ 0.32 0 0.68 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 2750 ft2 528 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2539 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 0.1 Wood 2 Knee Wall (Vented) Main 19 Batt 18 ft2 0.1 Wood 3 Knee Wall (Vented) Main 19 Batt 36 ft2 0.1 Wood 4 Knee Wall (Vented) Main 19 Batt 18 ft2 0.1 Wood 5 Under Attic (Vented) Main 38 Blown 2540 ft2 0.11 Wood 3/2/2018 4:17 PM EnergyGauge® USA 7 FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 CnDnn DAnG_7n97 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V Ornt To Wall Type0Space 1 N Exterior Concrete Block - Int Insul Main 4.1 65 6 9 4 611.3 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 34 5 9 4 321.2 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 45 0 9 4 420.0 ft2 0 0.23 0.3 0 6 E Exterior Concrete Block - Int Insul Main 4.1 15 6 9 4 144.7 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 2 6 9 4 23.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 W 9 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ft2 11 ft 0 in 0 ft 6 in Drapes/blinds None 3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 27.1 ft2 7 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 3.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 5 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 7 E 6 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 9 ft 0 in 0 ft 4 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 599 ft2 599 ft2 56 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2754.8 151.24 284.42 302 7 3/2/2018 4:17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 I-1 MR MAnL nn 7 vim - HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 46.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 44.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 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 6 507.8 ft Attic 126.95 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ] Heatin] Jan [ ] Feb Jan [X] Feb Mar X] Mar Apr Apr May riJun [ X] Jul [X] AugX] May Jun [ ] Jul [ ] Au[ Se [ ] Sep [ ] Oct Oct Nov X] Nov Dec Dec Venting [ ] Jan [ ] Feb XX]] Mar X] A r Ma Jun [ ] Jul [ ] Aug Se [X] Oct XX]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 78 80 78 78 78 78 78 78 78 78 78 78 80 78 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 3/2/2018 4:17 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3784 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 (ft') 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=0.32 SHGC: SHGC=0.25 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types a. Concrete Block - Int Insul, Exterior Single-family b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2539 b. Knee Wall (Vented) c. N/A Area 11 •Ducts 156.58 ft2 a. Sup: Attic, Ret: Attic, AH: Main 64.00 ft2 12. Cooling systems 8.00 ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= 3.75 ft2 13. Heating systems a. Electric Heat Pump 4.247 ft. 0.289 Area 14. Hot water systems 2539.00 ft2 a. Electric ft2 b. Conservation features ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. O se, a new EPL Display Card will be completed abasedoninstalledCodecompliant es. Builder Signature: IffDate: 3/5/2018 Address of New Home: 378 anv o .Loop City/FL Zip: '12773 Insulation Area R=4.1 1921.90 ft2 R=13.0 420.00 ft2 R= ft2 R= ft' Insulation Area R=38.0 2540.00 ft' R=19.0 108.00 ft' R= ft2 R ft' 6 507.8 kBtu/hr Efficiency 44.5 SEER:15.00 kBtu/hr Efficiency 46.5 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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. 3/2/2018 4:17 PM EnergyGauge(D 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: 3784 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 -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, 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 Us/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. 3/2/2018 4:17 PM 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. 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 Us) 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 manufacturers 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. 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 (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or 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. 3/2/2018 4:17 PM 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 % 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. 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 Umin. a. When tested in accordance with HVI Standard 916 3/2/2018 4:17 PM EnergyGaugeO 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. 3/2/2018 4:17 PM EnergyGaugeO 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 (Mandator%e 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. 3/2/2018 4:17 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot6KensingtonReserveSeasideDGR Builder Name: RYAN HOMES Street: 3784 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. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls 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/doorjambs 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 I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 airtight 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 sprinkler cover olates and walls or cem[4nas,.__ a. In addition, inspection of log walls shall be in accordance wnn me provisions of iGG400. 3/2/2018 4:17 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 For: RYAN HOMES 3784 HANWORTH LOOP, SANFORD, FL 32773 ogling Equipment" Design Conditions Outdoor design DB: 92.5°F Sensible gain: 34735 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5295 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 40030 Btuh Indoor RH: 50% Estimated airflow: 1483 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Actual airflow: 1483 cfm Sensible capacity: 39440 Btuh Latent capacity: 5806 Btuh Total capacity: 45247 Btuh Model: GSZ160481 B+ASPT47C14A 114% of load 110% of load 113% of load SHR: 87% Heating Equipment02 Design Conditions Outdoor design DB: 42.3°F Heat loss: 31402 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Output capacity: 45140 Btuh 144% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1483 cfm Output capacity: 9.9 kW 1070% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 OF wrightsoft` 2018-Mar-02 15: e 1Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 ACCK...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W Component Constructions Job: Lot6Kensin gtonReserve wrightsoft® Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM HOMESFor: RYAN 3784HANWORTH LOOP, SANFORD, Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28° N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb ff) 42 93 Infiltration: Daily range ( OF) - 16 ( M) Method Simplified Wet bulb ( OF) - 76 Construction quality Average Wind speed ( mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM ° F ft%*FBtuh BtuhM Btuh BtuhM Btu Walls 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board intfnsh Partitions 1213- 0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang ( 5.3 ft window ht, 1.17 ft sep.); 6.67 It head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 9 ft overhang (8 ft window ht, 0.42 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.33 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 12 ft overhang (5.3 ft window ht, 0.42 ft sep.); 6.67 ft head ht n 672 0.201 0 5.57 3740 5.29 3557 e 337 0.201 0 5.57 1877 5.29 1785 s 490 0.201 0 5.57 2731 5.29 2597 w 132 0.201 0 5.57 735 5.29 699 all 1631 0.201 0 5.57 9082 5.29 8637 In 36 0.049 19.0 1.36 49 3.64 131 e 18 0.049 19.0 1.36 25 3.64 67 s 36 0.049 19.0 1.36 49 3.64 131 w 18 0.049 19.0 1.36 25 3.64 67 all 109 0.049 19.0 1.36 147 3.64 396 196 0. 097 11.0 2.69 526 1.75 343 203 0. 091 13.0 2.52 511 1.45 294 n 33 0.350 0 9.69 317 10.5 342 e 65 0.350 0 9.69 634 29.0 1893 s 33 0.350 0 9,69 317 10.8 351 all 131 0.350 0 9.69 1267 19.8 2586 e 64 0.620 0 17.2 1099 19.5 1248 s 4 0.340 0 9.42 38 12.4 50 s 33 0.350 0 9.69 317 10.5 342 wtrig6tsOft 2018- Mar- 0215:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 jg&A:... eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 8 0.320 0 8.86 71 10.8 87 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 27 0.350 0 9.69 265 13.4 365 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7 ft overhang (6.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2540 0.026 38.0 0.72 1829 1.41 3590 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 206 0.989 0 27.4 5643 0 0 2018-Mar-02 15:47:34 fk wrightsoft• Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 ilccH,...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W Notes: rxrDn•.:t r esi n lnfoIrmatio Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 93 95 IF Inside db 70 OF Inside db OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 25123 Btuh Ducts 6279 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 31402 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating2539 Cooling 2539Area (ft2 ) Volume (ft3) 23701 23701 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 126 63 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ160481 B AHRI ref :8331292 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF 8.5 HSPF 46500 Btuh @ 47°F 29 OF 1483 cfm 0.047 cfm/Btuh 0.30 in H 20 Backup: Input = 10 kW, Output = 33753 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 23845 Btuh Ducts 10890 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34735 Btuh Latent Cooling Equipment Load Sizing Structure 2960 Btuh Ducts 2335 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 5295 Btuh Equipment Total Load (Seril 40030 Btuh Req. total capacity at 0.75 SHR 3.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ160481 B Coil ASPT47C14A AHRI ref :8331292 Efficiency 12.5 EER, 15 SEER Sensible cooling 33375 Btuh Latent cooling 11125 Btuh Total cooling 44500 Btuh Actual air flow 1483 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Awrightsof[' 2018-Mar-0215:47:34 w v ,_ Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 AE501...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W w- wrightsoft" Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name Entire House mstr rm 2 Exposed wall 206.0 It 9.3 It 44.0 It 9.3 ft heat/cool 3 Room height 1.0 x 284.0 It 4 Room dimensions 2540.3 ftz 284.0 ft25Roomarea Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number BtutVftz-°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 Vil 13A-2ocs 0.201 n 5.57 5.29 704 672 3746 3557 93 93 519 494 0 I--G 2A-2om 0.350 n 9.69 10.46 33 0 317 342 0 0 0 18 47 W 16A-19ad 0.049 n 1.36 3.64 36 36 49 131 13 13 13A-20cs 0.201 a 5.57 5.29 466 337 1877 1785 149 117 649 617 11 2A-2om 0.350 a 9.69 28.96 65 0 634 1893 33 0 317 947 2A-2omd 0.620 e 17.17 19.51 64 56 1099 1248 0 0 0 0 W 16A-19ad 0.049 a 1.36 3.64 18 18 25 67 10 10 14 38 13A-20cs 0.201 s 5.57 5.29 560 490 2731 2597 168 152 844 803 2A-2om 0.340 s 9.42 1244 4 33 4 26 38 317 50 351 0 16 0 13 0 158 0 176 2A-2om 0.350 s 9.69 10.75 0 0 0L-{ 2A-2om 0.350 s 9.69 10.46 33 33 317 342 0 18 47 W 16A-19ad 0.049 s 1.36 3.64 36 36 49 131 13 13 0 0 13A-2ocs 0.201 w 5.57 5.29 191 132 735 699 0 0 2A-2om 0.320 w 8.86 10.83 8 8 71 87 0 0 0 0 0 0 2A-2om 0.350 w 19.69 13.36 27 23 265 365 0 0 11DO 0.390 w 10.80 1203 24 24 259 289 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 18 18 25 67 10 10 14 38 P 12B-Osw 0.097 269 1.75 196 196 526 343 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 224 203 511 294 0 0 0 0 0 L-D 11D0 0.390 n 10.80 1203 21 21 230 257 0 0 0 C 16B-38ad 0.026 0.72 1.41 2540 2540 1829 3590 284 284 205 401 F 22A-tpl 0.989 27.40 0.00 2540 206 5643 0 284 44 1205 0 6 c) AED excursion 0 24 Envelope loss/gain 21286 18483 3961 3583 12 a) Infiltration 3837 1212 864 273 b) Room ventilation 0 01 01 0 13 Internal gains: Occupants @ 230 5 1 1150 1 230 600 Appliances/other 3000 Subtotal (lines 6 to 13) 25123 23845 4825 4686 1115. Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 25123 23845 4825 4686 4 Subtotal Duct loads 25% 46% 6279 10890 25% 46% 1206 2140 Total room load 31402 34735 60311285 6826 291 Air required (cfm) 1`83 1483 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsoit' 2018-Mar-0215:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W FF wrightsoftRight-M 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: Lot6Kensin gtonReserveSea... Date: 1 / 14/2016 By: FJF 1 Room name dinette kitchen 2 Exposed wall 39.5 ft 9.3 ft heat/cool 16.5 ft 9.3 ft heat/cool 3 Room height 18.5 x 11.0 ft 1.0 x 269.6 ft 4 Roomdimensions203.5 ftz 269.6 ft2 5 RoomareaTyConstruction U-value Or HTM Area (ftq Load Area (ft Load number Btuh/ ftz°F) Btuhftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A- 2ocs 0.201 n 5.57 5.29 103 103 571 543 154 154 857 815 T G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 13A-2ocs 0201. a 5.57 5.29 173 140 779 741 0 0 0 0 0 11 2A- 2om 0.350 a 9.69 28.96 33 0 317 947 0 0 0 2A-2omd 0.620 e 17.17 19.51 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 5.29 93 61 337 321 0 0 0 0 T 2A- 2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.75 0 0 0 0 0 2A-20m 0.350 s 9.69 10.46 33 33 317 342 0 0 0 0 W 16A- 19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 0. 390 w 10.80 1203 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 1213- 0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 R 12C Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 0 L 11DO0.390 n 10.80 1203 0 0 0 0 0 0 D C16B- 38ad 0.026 0.72 1.41 204 204 147 288 270 270 194 381 F 22A- tpl 0.989 27.40 0.00 204 40 1082 0 270 17 452 0 6 c) AED excursion 45 118 Envelope loss/ gain 3550 3136 15M 1078 12 a) Infiltration 6% M 291 92 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 12DO Subtotal (lines 6 to 13) 4247 3586 1794 2370 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 4247 0 3586 1794 2370 14 15 Subtotal Duct loads 1 25% 46% 1061 1638 25% 461/6 448 1082 Total room load 5308 5224 2243 Air required ( cfm) 251 223 1 106 147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r- wrigtxtsof C 2018-Mar- 02 15:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 eSeasideDGR\Lot6KensingtonReserveSeasideDGR. rup Calc = MJ8 House faces: W FF wrightsoW Right-JO Worksheet Entire House DEL -AIR HEATING & AIR PhND01ON6C 531 rnniscn WAY SANFORD. FL32771Ph4765ax:407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot6Kensing ton ReserveSea... Date: 1/ 14/2016 By: FJF 1 Room name nn 4 bth 1 2 Exposed wall 10.5 ft 9.3 ft heat/cool 5.5 ft 9.3 ft heat/cool 3 Room height 15.0 x 10.5 ft 11.5 x 5.5 ft 4 Room dimensions 157.5 ft2 63.3 ft' 5 Room area Ty Construction U-value Or HTM Area (ft Load Area (ft ft) Load Btuh) number BtutVftz-° F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-2ocs, 0.201 n 5.57 5.29 98 82 454 432 51 51 266 0 272 0 I-; 2A- 2om 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 0 W 16A- 19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 0 0 0 11 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 19.51 0 0 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 a 1.36 3.64 0 0 0 0_ 0 0 0 0 VVV lll 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 2A-2om0.340 s 9.42 1244 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.75 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 13.36 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 P 1213- 0sw 0.097 269 1.75 0 0 0 0 0 0 0 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 LR L11DO166-38ad 0.390 0.026 n 10. 80 0.72 12.03 1.41 0 158 0 158 0 113 0 223 0 63 63 46 89 D CF 22A- td 0.989 27.40 0.00 158 11 288 0 63 6 151 0 6 c) AED excursion 42 19 Envelope loss/ gain 1014 784 482 342 12 a) Infiltration 185 58 97 0 31 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/ other 0 Subtotal (lines 6 to 13) 1199 842 579 373 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1199 942 579 373 14 Subtotal 25% 46- 1 300 385 25 / 46%, 145 170 15 Duct loads Total room load 1499 1227 1 724 34 544 23 Air required ( cfm) 71 52 1 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r°d- w__rigMtsoft' 2018-Mar- 0215:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 3 eSeasideDGR\Lot6KensingtonReserve5easideDGR. rup Calc = MJ8 House faces: W FF wrightsoft" Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING S11 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name mr 3 study 2 Exposed wall 10.0 ft 9.3 ft heat/cool 31.5 ft 9.3 ft heat/cool 3 Room height 15.0 x 10.0 ft 1.0 x 182-3 ft 4 Room dimensions 150.0 ft2 1823 ftz 5 Room area Ty Construction U-value Or HTM Area (ft Load Area (ft ft) Load Btuh) number Btuh/ftZ°F) Btut ftz) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 l 13A-2ocs 0.201 n 5.57 5.29 93 77 428 407 112 112 623 593 0 I--G 2A-20m 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 0 0 11 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 19.51 0 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0 37 37 208 198 jj11 13AVh- 2ocs 0.2D1 s 5.57 5.29 0 0 0 2A-2om 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.75 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 145 117 653 621 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 27 23 265 365 2A-2om 0.350 w 9.69 13.36 0 0 0 0 11DO 0.390 w 10.80 1203 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 q L-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 11DO 16B-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 150 0 150 0 108 212 182 182 131 258 C F 22A-td 0.989 27.40 0.00 150 10 274 0 182 32 863 0 6 c) AED excursion 40 540 Envelope loss/gain 1 969 750 2743 2574 12 a) Infiltration 176 56 555 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 1 Subtotal (lines 6 to 13) 1145 806 3299 2749 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1145 806 3299 2749 14 15 Subtotal Duct loads 25 % 46% 286 368 25 % 46 % 824 1256 Total room load 1431 1174 4123 195 4005 171 Air required (cfm) 68 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigMtsof t- 2018-Mar-02 15:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 4 1415 F'`...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W ALFF wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name mstr bth mstr we 0 ft 2 Exposed wall 11.0 ft 9.3 ft heat/cool 9.3 ft heat/cool 3 Room height 1.0 x 139.0 ft 5.5 x 4.0 ft 4 Room dimensions 139.0 ftz 22.0 ftz 5 Room area Ty Construction U-value Or HTM Area (ftq ft) Load Btuh) Area (ftq or perimeter (ft) Bad number Btuh/ft2°F) BtutVft2) Heat Cool N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-2ocs 0.201 n 5.57 5.29 rpen,,, ieter 0 0 0 0 0 0 0 0 0 0 0 L_2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 11 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 19.51 0. 0 0 0 0 0 0 0 W 16A-19ad 0.049 0.201 a 1.36 5.57 3.64 5.29 103 99 549 522 0 0 0 0 VVVjjjIIl 13A-2ocs 2A-2om 0.340 s s 9.42 1244 4 4 38 50 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.75 0 0 0 0 0 0 0 0 0 0 W 2A-20m 16A-19ad 0.350 0.049 s s 9.69 1.36 10.46 3.64 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 0 0 0 T 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 0 0 0 022A-2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 16A-19ad 0.390 0.049 w w 10.80 1.36 1203 3.64 0 0 0 0 0 0 0 0 0 W P 126-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 0 0 0 R I- D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 0 0 11 DO 16B-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 139 0 139 100 196 22 22 16 31 C F 22A-tol 0.989 27.40 0.00 139 11 301 0 22 0 0 0 6 c) AED excursion 39 1 Envelope loss/gain 986 729 16 30 12 a) Infiltration 194 0 61 0 0 0 b) Room ventilation 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1182 790 16 30 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistnbution 1182 790 16 30 14 15 Subtotal Duct loads 25 % 46%1 295 361 25 % 46% 4 14 Total room load 14M 1151 20 1 43 2 Air required (cfm) 70 49T_A_ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrigMtsoft- 2018- Mat-0215:47:34 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 5 eSeasideDGR\ Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W FF wrightsoft' Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6Kensin gtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name mstr wic rm 2 2 Exposed wall 7.0 ft 10.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 118.0 ft 1.0 x 177.0 ft 5 Room area 118.0 ft2 177.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuWftZ°F) BtuhWft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL-1 13A- 2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A- 20m 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 11 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 19.51 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0 13A- 20cs 0.201 s 5.57 5.29 65 65 364 346 93 77 428 407 2A- 2om 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.75 0 0 0 0 16 13 158 176 2A- 2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 1203 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-0sw 0.097 269 1.75 0 0 0 0 196 196 526 343 R 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 DC 16B-38ad 0.026 0.72 1.41 118 118 85 167 177 177 127 250 F 22A-td 0.989 27.40 0.00 118 7 192 0 177 10 274 0 6 c) AED excursion 26 38 Envelope loss/gain 640 486 1515 1138 12 a) Infiltration 123 39 176 56 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) 764 525 1691 1194 Less external load 0 0 0 0 Less transfer 0 0 14160/6 0 0 0 0 Redistribution 0 764 0 525 1691 1194 14 15 Subtotal Duct loads 25%1 460/6 191 240 25 % 423 545 Total room load 955 765 1 2114 1739 Air required (cfm) 45 33 1 100174 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f' I.F w_rigtstwoft- 2018- Mar-0215:47:34 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 6 eSeasideDGR\ Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W I' wrightsoft' Right-JO Worksheet Enure House DEL -AIR HEATING & AIR CONDITIONING q1 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6Kensin gtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name loth 2 laundry 2 Exposed wall 0 ft 9. 3 ft heat/cool 0 ft 9. 3 ft heat/cool 3 Room height 5. 5 x 9.0 ft 6.0 x 9.0 ft 4 Room dimensions 49. 5 ft2 54.0 ft2 5RoomareaTy Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuWftz°F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 0 0 L_, 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 v 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 0 0 0 11 r 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 L- 2A-2omd 0.620 a 17.17 19.51 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57' 5.29 0 0 0 0 0 0 Ti 2A-2om 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.75 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 0 13A- 2ocs 0201 w 5.57 5.29 0 0 0 0 0 2A- 2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 1203 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 L11DO0.390 n 10.80 1203 0 0 50 0 36 0 70 0 54 0 54 0 39 76 DC 16B-38ad 0.026 0.72 1.41 50 F 22A-td 0.989 27.40 0.00 50 0 0 0 54 0 0 0 6 c) AED excursion 3 32 Envelope loss/gain 36 67 39 44 12 a) Infiltration 0 0 0 0 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 36 67 39 644 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 36 0 67 39 644 14 15 Subtotal Duct loads 25 % 461% 9 30 25% 46 % 10 294 Total room load 1 45 97 49 2 938 40 Air required (cfm) 21 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fig wrigts_tsaft^ 2018- Mar-02 15:47:34 h Y• -- d Right -Suite® Universal 2018 18.0.10 RSU23828 Page 7 e5easideDGR\ Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W wrightsoftx Right-M 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: Lot6Kensin gtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name great rm foyer 2 Exposed wall 15.5 ft 5.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 494.9 ft 1.0 x 175.8 ft 5 Room area 494.9 ft2 175.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuhift2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VE 13A-2ocs 0.201 n 5.57 5.29 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 16A-19ad 0.049 n 1.36 3.64 23 23 31 84 0 0 0 0 v 13A-2ocs 0.201 a 5.57 5.29 145 81 449 427 0 0 0 0 1 1 i-- G 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 I-- G A-2omd 0.620 e 17.17 19.51 64 56 1099 1248 0 0 0 0 W 16A-19ad 0.049 a 1.36 3.64 8 8 11 29 0 0 0 0 Vb13A- 20cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.75 0 0 0 0 0 0 0 0 2A- 2om- 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 23 23 31 84 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 47 15 82 78 2A- 2om 0.320 w 8.86 10.83 0 0 0 0 8 8 71 87 2A- 2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 1203 0 0 0 0 24 24 259 289 W 16A-19ad 0.049 1.36 3.64 8 8 11 29 0 0 0 0 P 12B-Osw 0.097 w 269 1.75 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 224 203 511 294 L-- D 11DO 0.390 n 10.80 1203 0 0 0 0 21 21 230 257 C 16B-38ad 0.026 0.72 1.41 495 495 356 699 176 176 127 248 F 22A-td 0.989 27.40 0.00 495 16 425 0 176 5 137 0 6 c) AED excursion 191 80 Envelope loss/gain 2413 2410 1416 1332 12 a) Infiltration 390 123 88 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 3 690 0 0 Appliances/ other 600 1 0 Subtotal ( lines 6 to 13) 2804 3823 1505 1360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2804 38M 1505 1360 15 Duct loads 25 % 46 % 701 1746 25 % 46 % 376 621 Total room load 3504 15569 1881 1980 Air required (cfm) 165 238 89 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfightsott- 2018-Mar-02 15:47:34 Right - Suite@ Universal 2018 18.0.10 RSU23828 Page 8 eSeasideDGR\ Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W For: RYAN HOMES 3784 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/ 100ft 1483 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1483 cfm 119 ft Supply Branch Diltail Table. Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 1 h 724 34 23 0.202 4.0 Ox 0 VIFx 34.0 85.0 st3 bth 2 c 97 2 4 0.311 4.0 Ox 0 VIFx 7.1 70.0 dinette h 5308 251 223 0.205 9.0 Ox 0 VIFx 32.3 85.0 SO foyer h 1881 89 85 0.207 6.0 Ox0 VIFx 30.9 85.0 st3 great rm c 2785 83 119 0.230 7.0 Ox 0 VIFx 19.4 85.0 St1 great rm-A c 2785 83 119 0.295 7.0 Ox0 VIFx 11.2 70.0 kitchen c 3452 106 147 0.220 7.0 Ox0 VIFx 24.0 85.0 st1 laundry c 938 2 40 0.308 4.0 Ox 0 VIFx 7.9 70.0 mstrbth h 1478 70 49 0.237 5.0 Ox0 VIFx 16.3 85.0 st2 mstr rm c 3413 142 146 0.210 7.0 Ox 0 VIFx 29.4 85.0 st2 mstr rm-A c 3413 142 146 0.213 7.0 Ox 0 VIFx 27.5 85.0 st2 mstr we c 43 1 2 0.232 4.0 Ox 0 VIFx 18.4 85.0 st2 mstr wic h 955 45 33 0.219 4.0 Ox 0 VIFx 24.8 85.0 st2 rm 2 h 2114 100 74 0.280 6.0 Ox 0 V I Fx 15.7 70.0 rm 3 h 1431 68 50 0.218 6.0 Ox 0 VIFx 25.2 85.0 st3 rm 4 h 1499 71 52 0.271 6.0 Ox 0 V I Fx 18.5 70.0 study h 4123 195 171 0.204 8.0 Ox0 VIFx 32.9 85.0 st3 Supply Trunk Detail.Table a Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk St1 Peak AVF 439 489 0.205 458 14.0 0 x 0 VinlFlx st2 Peak AVF 401 375 0.210 510 12.0 0 x 0 VinlFlx st3 Peak AVF 385 329 0.202 491 12.0 0 x 0 VinlFlx wrightsoft, Right -Suite® Universal 2018 18.0.10 RSU23828 ACCpl...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Calc = MJ8 House faces: W 2018-Mar-02 15:47:34 Page 1 n t A a ; 7 4n of k hj Y 4 Return Branch Detail Tablesk g Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1483 1483 0 0 0 0 Ox 0 VIFx MYIght3Oft' 2018-Mar-02 15:47:34 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 AC01, ...eSeasideDGR\Lot6KensingtonReserveSeasideDGR.rup Cale = MJ8 House faces: W 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: This checklist A Form P405 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 3/2/2018 3:59:57 PM Page 1 of 1 v s 4.0 TON W/BKW 2240V 1PH 18xl6 s plen platform by O bldr scale fY75411 co O11{ 2x6 lwcd i v N C C c I 145 I I I o 7 • I 1L O s O 12x1 lwcd j GypM. 8TH[ IIIS j v U v I wrr 4a I B' II II I 112x6 Iwcd s I I I 7• LJ II II I 7' I 12x6 lwcd 18x18 rag 16' 18xl8 rag S 9i 1 120 i 5' 50 3' bath duct i lox 1 cd to roof cap 12x6 Iwcd I 4,i CMT BDON w / f a n 14s Nutone 696RNB 12' 5 N m x4 1w kZ12IwcdO120r---- I I I I I 8x4 lwcd I L1J LiJ I 35 I x6 lwcd I Q Q 50 i i M 6' 20x6 wallrn I I 3' bath duct 11 to roof cap 8x4 Iwcd ;; w 5 , , > w/ fan II- 11 ;12 I 440 42X42 A/C SLAB Nutone 696RNB 1 8x4 lwcd 10x61wcd BY BLDR MIN 20x6 wall rag" a 110• 6 wall rag 2' FROM WALL lOx6 lwcd 6• 50 F 4' dryer duct O 3 QA O W dsI iOx6 lwcq to roof cap 1w/dryer I85IIr--- vent box I I I I I I I Transfer ducts/grilles sized in compliance with Florida Residential Building Code - M1602. 4 Balanced LLI Return Air, exceptions 1-3. Builder 6' I IImustprovide unrestricted 1 Inch 14x lwcd 170 undercut on doors to habitable z 20x6 wall rarooms. I II I I LIJ L- i a• & L z O H 0j HFIH Ili#1 4 x Tom' Qt7D W-O % T4 0M Q t VI LL lL LLJ I n W r-ILL z 1 I Rating O CO w z o z o w J Q H m F Q J O D Q 0-1 Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. m Cl- j U) C 0 A d v"mitatyc Plumbing, ink Signature A A -,a HAM4Fs SlrtgS) 04f r 14 &-)JX ) Al t-VZ.,) Ra A V l 1'v v"Yv DESCRIPTION AS FURNISHED: Lot 6, KENSINGTON RESERVE, as recorded i Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. ij jq & PLOT PLAN FOR / CERTIFIED TO:, Ryan Homes/.NVR Inc. Ok to construct single family hom with setbacks and impervious are; shown on plan. q5A 0(0 1AA-p. BRISSON AVENUE (R/W VARIES) S 00019'09" E S d- , G- 75.00' 1.00' NON VEHICULAR ESMT. ry9 y 1.00' J 1.00' NON VEHICULAR ESMT. T r, o 15' WALL, & LANDSCAPE ESMT. 22.94' — — — 23.06' — J LOT 6 — — — — W LOT 5 m CO n 12.50' o COV'0. F-C-6joCONC. 15.7' PROPOSED RESIDENCE MODEL: SEASIDE-D 2 CAR GARAGE RIGHT 5.0' N 12.50' 15.7' q 10.7' d 4 ENTRY 13.7' 35.17'27.39' i i V. S 56058'29 W 19.78 30' DRAIN. ESMT. ' 26' 16.0' 12.50' 0 ro 3.5'x3.5' AC El 18.7' 12.50' PAVER DRIVE 29.94' 1 10' UTIL ESMT 4- 18' D= 32 ° 42' 22" R= 95. 00' L=54.23' C= 53.50' C13 N 16°40'20" W HANWOR TH LOOP 50' PRIVATE. R/W) ff Lo O 00 O t O 0 0 00 ri LOT 7 S 00019' 09" E 12. 98' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY ovrL nv J I DF J: MJ ry rvlanc PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REART = 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 4,394t SQUARE FEET OR 47.1% SIDE _ -5' FOR 40' LOTS LOT GRADING TYPE A CONTAINSSQUARE Q LOT PROPOSED FINISH FLOOR PER PLANS = 29.7' Q CONTAINS SQUARE FEET SIDE = 10' FOR 75' LOTS LIVING3, CONC/ LANAI/PORCH CONTAINS 1,145t SQUARE FEET SIDE STREET -- 25' GRUSE. ffJf 'YET.R—TSCOTT ASSOC., INC, — LAIVD SURVEYORS LEGEND - LEGEND - T 5400 E. COLONIAL DR. ORLANDo, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT PA.L. • POINT ON LINE NOTES FFIELDTYP. TYPICAL I. P, •IRON PIPE PR.C. POINT OF REVERSE CURVATURE I. R, IRON ROD P.C.C. POIIJT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C. M. CONCRETE MONUMENT RAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. w/XLB 4596 N.R. • NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SISAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. • RECOVERED W.P. • VI7NESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. OB: = POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.' P. O..C. = POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATEDUNLESSOTHERWISE SHOWN. CENTERLINE FF. = FINISHED FLOOR ELEVATION B.S. L. BUNCHING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE 'REUED UPON BY ANY OTHER ENTRY. N • R/ NAIL6 DISK V -• RIGHT- OF-WAY BNB •BENCHMARK 6. DIMENSIONS SHOWN FOR THE.LOCATION OF IMPROVEMENTS. HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.H. BASE BEARING 7. BEARINGS, ARE BaED .ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.)' DRAIN. DRAINAGE 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL .GEODETIC VERTICAL. DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL.= UTILITY XCCHAIN LINK FENCE CL, = 9. CERTIFICATEOF AUTHORIZATION No. 4596. MD.FC. = WOOD FENCE C/B = CONCRETE BLOCK SCALE --I' - 20DRAWN BY: • P,C. POINT OF CURVATURE P,T, • POINT OF TANGENCY CERTIFIED BY: DATE ORDER NO. DESC. DESCRIPTION R = RADIUS PLOT PLAN 02-19-2018 961-18 L ARC LENGTH D = DELTA C = CHORD C.B. CHORD BEARING. NORTH . l' THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN --- "--- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TO X. RUSENM11. 4714 . ZONE X" MAP 1121 17CO09OF (09-28-07) JAM SQOTT, ` 4801 - Il 155E5 co N DA 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSI-S ENGINEERING BUILDR: RYAN HOMES PROJECT: KENSINGTON RESERVE o COUNTY: SEMINOLE K LOT/BLK/MODL: LOT:6 / MODEL:SEASIDE V1 / ELEV:D /GAR R JO #: 71397 MASTE #: WRCSS1DT OPTIONS: MASTER TRAY A, FLORIDA CORPORATION RE: Job WRCSS1DT Lumber design values are in accordance with ANSI(TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Site Information: customer Info: RYAN HOMES Project Name: ot/Block: ddress: amity: Model: SEASIDE v1 "D" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce. FL 34946 State: FL flame Address and License # of Structural Engineer of Record, If there is one, for the building. game: License #: ddress: amity: 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special oading Conditions): design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Nind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf his package includes -83 individual, dated Truss Design Drawings and 16 Additional Drawings. Nith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet onforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. Jo. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date I A0212067 A01GT 1/8/18 13 A0212079 Al2B 1/8/18 25 A0212091 CAA 1/8/18 A0212068 A02T 1/8/18 14 A0212080 A14B 1/8118 26 A0212092 UP 1/8/18 I A0212069 A03T 1/8/18 15 A0212081 A15B 1/8/18 27 A0212093 CJ2 1/8/18 I A0212070 A04T 1/8/18 16 A0212082 A16C 1/8118 28 IA0212094 CJ3 1/8/18 i A0212071 A05T 1/8/18 17 A0212083 A17C 1/8/18 29 A0212095 CJ3A 1/8/18 . i A0212072 A06T 1/8/18 18 A0212084 A18C 1/8/18 30 A0212096 CJ3P 1/8/18 A0212073 A07 1/8/18 19 IA0212085 A19C 1/8/18 31 A0212097 CJ3T 1/8/18 1 A0212074 A08 1/8/18 20 A0212086 A20DG 1/8/18 32 A0212098 CJ5 1/8/18 I A0212075 A08T 1/8/18 21 A0212087 C01D 1/8/18 33 IA0212099 CJ5A 1/8/18 10 A0212076 A09 1/8/18 22 A0212088 CO2D 1/8/18 34 A0212100 CJ5P 1/8/18 11 A0212077 I A10 1/8/18 23 A0212089 CO3D 1/8/18 35 A0212101 1 CJ5T 1/8/18 12 A0212078 I All 1 1/8/18 24 IA0212090 CA 1/8/18 36 A0212102 I D03G 1/8/18 he truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ad. Truss Design Engineer's. Name: Anthony Tombo III Ay license renewal date for the state of Florida is February 28,2019. JOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. he suitability and use of components for any particular building is the responsibility of the wilding designer, perANSI/TPI-1 Sec. 2. he Truss Design Draw ing(s)(TDD[s]) referenced have been prepared based on the onstruction documents (also referred to at times as 'Structural Engineering Documents) rovided by the Building Designer indicating the nature and character of the work. he design criteria therein have been transferred to Anthony Tombo III PE by [All Roof russes 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 rojecfs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professionalengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDon y h% T. 3uilding Designer is responsible for and shall coordinate and review the TDDs for ompatibility with their written engineering requirements. Please review all TDDs and all elated notes. 3B BCA22100 0000004C 1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 1 A-1 ROOF These truss designs rely on lumber values established by others. • TRUSSES A FLORIDA CORPORATION RE: Job WRCSS1DT Jo. Seal # Truss Name Date 17 A0212103 F01 G 1/8/18 18 A0212104 F02 1/8/18 19 A0212105 HJ4 1/8/18 10 A0212106 HJ6P 1/8/18 11 A0212107 HJ7 1/8/18 12 A0212108 HJ7TX 1/8/18 13 A0212109 J4 1/8/18 14 A0212110 J6G 1/8/18 15 A0212111 J6P 1/8/18 16 A0212112 J7 1/8/18 17 A0212113 RD 1/8/18 18 A0212114 RP 1/8/18 19 A0212115 HT 1/8/18 i0 A0212116 VM3 1/8/18 i1 A0212117 VM5 1/8/18 i2 STDL01 STD. DETAIL 1/8/18 6 STDL02 STD. DETAIL 1/8/18 i4 STDL03 STD. DETAIL 1/8/18 i5 STDL04 STD. DETAIL 1/8/18 i6 STDL05 STD. DETAIL 1/8118 i7 STDL06 STD. DETAIL 1/8/18 i8 STDL07 STD. DETAIL 1/8/18 i9 STDL08 STD. DETAIL 1/8/18 i0 STDL09 STD. DETAIL 118/18 it STDL10 STD. DETAIL 1/8/18 2 STDL11 STD. DETAIL 1/8/18 i3 STDL12 STD. DETAIL 1/8/18 i4 STDL13 STD. DETAIL 1/8/18 5 STDL14 STD. DETAIL 1/8118 i6 STDL15 STD. DETAIL 1/8/18 i7 STDL16 STD. DETAIL 1/8/18 Page 2 of 2 Job f Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 ORCSS1 LET A01 GT Hip Girder 1 1 A0212067 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 13:59:03 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAd rr-SVu6fpRGScwLb3 Pi F2ppPcM N ukHguJ K N i WbREYzxPe 0 0 2-9-8 7-0-0 13-2-8 15-8-0 21-2-1 26-7-2 32-0-2 37-5-3 4%0-0 50-0-0 51-0 0 0- 2-9-8 4-2-8 6-2-8 2-5-8 5-6-1 5-5-1 5-5-1 5-5-1 5-6-13 7-0-0 0- Dead Load Defl. = 5116 it 3x10 = 27 5x8 = 24 23 49 22 50 51 21 52 53 20 54 55 56 t9 57 18 58 17 59 60 61 16 4x6 = 2x4 II 3x4 II 5x8 4x6 = 3x6 = 3x8 = 3x6 II 3x6 = 4x8 = 2x4 II 4x6 = 2x4 11 Sx10 MT20HS= 2-9-8 7-0-0 13-2-8 15-8-0 21-2-1 26-7-2 32-0-0 32 0-2 37-5-3 43-0-0 50-0-0 2-9-8 4-2-8 6-2-8 2-5-8 5-6-1 5-5-1 5-14 0- -2 5-5-1 5-6-13 7-0-0 Plate Offsets (X,Y)-- 3:0-7-5,0-0-12], [4:0-0-4,0-2-8], [6:0-1-12,0-2-0], 7:0-3-0,Edge], 11:0-3-0,0-1-8], [13:0-5-12,0-2-8], 17:0-2-12,0-2-0], [21:0-2-8,0-1-8], [23:0-4-0,0-3-0], 25:0-7-12 0-3-41 [26:0-3-4 0-3-0] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.37 3-26 505 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.68 3-26 276 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.27 23 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 3-26 501 240 Weight: 257 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 *Except* T2: 2x6 SP 240OF 2.OE, T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP M 30, W6: 2x6 SP No.2 W7,W9: 2x4 SP No.2 WEDGE Left: 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-7-13 oc bracing. WEBS 1 Row at midpt 6-21, 11-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= -54(LC 35) Max Uplift All uplift 100 Its or less at joint(s) except 2=-201(LC 4), 23=-2460(LC 5), 19=-1811(LC 4), 14=-284(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=587(LC 1), 23=4370(LC 19), 19=2972(LC 20), 14=1157(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1301/599, 4-34=-1215/544, 34-35=-1 216/545, 5-35=-1 217/544, 5-36=-1469/3366, 6-36=-1469/3366, 6-37=0/1484, 7-37=0/1490, 7-8=0/1490, 8-38=-34/796, 38-39=-34/796, 9-39=-34/796, 9-40=-34/796, 40-41=-34/796, 10-41=-34/796, 10-11=-34/796, 11-42=-1247/128, 42-43=-1247/128, 43-44=-1247/128, Continued on paqe 2 TOP CHORD 3-4=-1301/599, 4-34=-1215/544, 34-35=-1216/545,5-35=-1217/544, 5-36=-1469/3366, 6-36=-1469/3366, 6-37=0/1484, 7-37=0/1490, 7-8=0/1490, 8-38=-34/796, 38-39=-34/796, 9-39=-34/796, 9-40=-34/796, 40-41=-34/796, 10-41=-34/796, 10-11=-34/796,11-42=-12471128, 42-43=-1247/128, 43-44=-1247/128, 12-44=-1247/128, 1245=-1247/128, 45-46=-1247/128, 13-46=-1247/128, 13-14=-2233/493 BOT CHORD 3-26=-475/1214, 26-47=-3273/1523, 47-48=-3268/1522, 25-48=-3263/1520, 5-25=-1417/687, 24-49=-343/164, 2349=-343/164, 23-50=-3849/1661, 22-50=-3849/1661, 22-51=-3849/1661, 21-51=-3849/1661, 21-52=-1423/0, 52-53=-1423/0, 20-53=-1423/0, 20-54=-1322/782,54-55=-1322/782, 55-56=-1322/782, 19-56=-1322/782, 19-57=-1322/782,18-57=-1322/782, 18-58=-1322/782, 58-59=-1322/782, 17-59=-1322/782, 17-60=-366/2043, 60-61=-366/2043, 16-61=-366/2043, 14-16=-366/2011 WEBS 5-26=-1951 /4603, 23-25=-3869/1653, 6-25=-285/733,6-23=-2392/1504, 6-21=-2156/2972, 8-21=-1074/511, 8-20=-376/965, 9-20=-661/407, 11-20=-1616/1220, 11-19=-2642/1616, 13-16=-21/710, 11-17=-910/2909, 12-17=-705/430, 13-17=-909/439 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 2, 2460 lb uplift at joint 23, 1811 lb uplift at joint 19 and 284 lb uplift at joint 14. 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 41 i'rdq rmoe r-n4 m. 4e't l toG Itt KHN[Ifli GENERA! 111% 1(3 11r y5rny['tBt;l?b5M['P+4YftI'hrn, 5e fif lesigramrnismlLtd rszsnliis irvss Bss{'rviq;IB[; ul Ile FekM;l.leazNIB-f.C. telaa:eAn1 u44e ou 9elesseiinvise sktei se Ne IDB, ulp Wlr:.:saedn;.ns elmtttInNRalhdedrl. Us sB 7 f,?-' SwOEgian me lain - iBBreptssmaaapla:eahpoesshalero agres1-idNrh he k, P 0 f. s"Ot 1 skpMamiBB nly,aketall leeksreaseapta k,*q to., s,nnor Anthony T. Tombo III, P.E. wrasdtlislrossi Maq-spsiayrasdlaf0NM.:dxOrea;e;da N;at tlWien, BsiRer,ateaelsddhslt[,tuV ift,Wtti6qukMi I thgpreddnt,BBMeerIt'll dH ass,rtJ.&# h)0'•ep:nhlld.rtWtn'"'WteYesspnsndtrd 80083 N B.-d;Bess srd(aeonar::tedasdedanelCDMn;odias4tlreileliasdmrnnn;[ pMdSdelrlda¢sNaltLSllpeliskNgEMpaiIXlaeidera.Nhr;exnl;edaa a Ieesasao.esranxunesMad:,anxl.,sBesipn t ss:esp.rerMt o;suadHrorH,aas 445: it. Luei2 Blvd. ro.;.iu aehM lys( ss4 Napa(gaawrifu;hdl;sae, mdrN. lie lass[up trRso]det"gEngt,'.a1-sydm Eap,a 0eati0wa;. sll oph rtNn ns see es adaelnttFL Fort Pierce, rL 34946 opyrithf 11116 A -I tool Tresses Anthony T. Tamho lll, P.F. tepwil.mno of this dammed;io ooy foam: is propibiled wishwl the.,into permission from A -I tool 6esses- Aeftey 1. Tombe Ill; P,E, Job Truss Truss Type City Ply SEASIDE vl WRCSSIDT A01GT Hip Girder 1A021?067FRYANHOMESence (optional)g e.wnuaaca, FUEL -CiUU, rL. avawo, uesign(ua muss.com NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 355 lb down and 289 lb up at 7-0-0, 60 lb down and 141 lb up at 9-0-12, 60 lb down and 141 lb up at 11-0-12, 60 lb down and 141 lb up at 13-0-12, 123 lb down and 125 lb up at 15-0-12, 120 lb down and 124 lb up at 17-0-12, 120 lb down and 124 lb up at 19-0-12, 120 lb down and 124 lb up at 21-0-12, 120 lb down and 124 lb up at 23- 0-12, 120 lb down and 124 lb up at 25-0-0, 120 lb down and 124 lb up at 26-11-4, 120 lb down and 124 lb up at 28-11-4, 120 lb down and 124 lb up at 30-11-4, 123 lb down and 125 lb up at 32-11-4, 123 lb down and 125 lb up at 34-11-4, 123 lb down and 125 lb up at 36- 114, 123 lb down and 125 lb up at 38-11-4, and 123 lb down and 125 lb up at 40-11-4, and 219 lb down and 222 lb up at 43-0-0 on top chord, and 412 lb down and 198 lb up at 7-0-0, 345 lb down and 154 lb up at 9-0-12 345 lb down and 154 lb up at 11-0-12, 345 lb down and 154 lb up at 13-4-4, 88 lb down at 15-0-12, 90 lb down and 96 lb up at 17-0-12, 90 lb down and 96 lb up at 19-0-12, 90 lb down and 96 lb up at 21-0-12, 90 lb down and 96 lb up at 23-0-12, 90 lb down and 96 lb up at 25-0-0, 90 lb down and 96 lb up at 26-11-4, 90 lb down and 96 lb up at 28-11-4, 90 lb down and 96 lb up at 30-11-4, 88 lb down at 32-11-4, 88 lb down at 34- 11-4, 88 lb down at 36-11-4, 88 lb down at 38-11-4, and 88 lb down at 40-11-4, and 413 lb down and 94 lb up at 42-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 4-13=-60, 13-15=-60, 27-28=-20, 3- 25=-20, 24-31=-20 Concentrated Loads (lb) Vert: 4=-327(B) 7=-120(B) 13=-172(B) 5=65(6) 26= 412(13)25=-345(B)21=-73(B)8=-120(B) 16= 413(B)10=-120(B)34=65(B)35=65(B) 36=- 123(B) 37=-120(B) 38=-120(B) 39=-120(B) 40=- 120(B)41=-120(B)42=-123(B)43=-123(B) 44=- 123(B)45=-123(8)46=-123(B)47=-345(B) 48=- 345(B) 49=-71(B) 50=-73(B) 51=-73(B) 52=-73(B) 53=- 73(B) 54=-73(B) 55=-73(B) 56=-73(B) 57=-71 (B) 58=- 71(B) 59=-71(B) 60=-71(B) 61=-71(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase= 1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-4=22, 4-13=34, 13-14=23, 14-15=14, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-53, 2-4=-32, 6-7=44, 13-14=33, 14-15=24 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=196(B) 7=80(B) 13=133(B) 5=7(B) 26=174(B) 25= 144(B) 21=86(B) 8=80(B) 16=70(B) 10=80(B) 34= 7(B) 35=7(B) 36=81(B) 37=80(B) 38=80(B) 39= 80(B) 40=80(B) 41 =80(B) 42=81 (B) 43=81 (B) 44= 81 (B) 45=81(B) 46=81 (B) 47=144(B) 48=144(B) 49=- 25(B) 50=86(B) 51=86(B) 52=86(B) 53=86(B) 54= 86(B) 55=86(B) 56=86(B) 57=-25(B) 58=-25(B) 59=- 25(B) 60=-25(B) 61 =-25(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=23, 4-13=34, 13-14=22, 14-15=43, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-24, 2-4=-33, 6-7=44, 13-14=32, 14-15=53 Drag: 4-5=0 Concentrated Loads (lb) Continued on paqe 3 B_ ILU s Nov 12 2U1 / MI Iek Industries, Inc. Mon Jan 8 13:59:03 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAdrr-S Vu6fpRGScwLb3 Pi F2ppPcM N uk HguJ K N i WbREYzxPe Standard Vert: 4=195(B) 7=80(B) 13=133(B) 5=7(B) 26= 1 74(B) 25=144(B) 21 =86(B) 8=80(B) 16=70(8) 10= 80(B) 34=7(B) 35=7(B) 36=81(8) 37=80(B) 38= 80(B) 39=80(B) 40=80(B) 41=80(B) 42=81(B) 43= 81(B) 44=81(8) 45=81(B) 46=81(B) 47=144(B) 48= 1 44(B) 49=-25(B) 50=86(B) 51 =86(B) 52=86(B) 53= 86(B) 54=86(B) 55=86(B) 56=86(B) 57=-25(B) 58=- 25(B) 59=-25(B) 60=-25(B) 61 =-25(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-6, 4-13=6, 13-14=-5, 14-15=4, 27- 28=-20, 3-25=-20, 23-24=-20, 19-23=36, 19- 31=-20 Horz: 1-2=-23, 2-4=-14, 6-7=-26, 13-14=15, 14- 15=24 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=264(B) 7=108(B) 13=197(B) 5=35(B) 26= 1 98(B) 25=1 54(B) 21 =96(B) 8=1 08(B) 16=94(B) 1 0=1 08(B) 34=35(B) 35=35(B) 36= 1 09(B) 37= 108(B) 38=108(B) 39=108(B) 40=108(B) 41= 108(B) 42=109(B) 43=109(B) 44=109(B) 45= 109(B) 46=109(B) 47=154(B) 48=154(B) 49=- 1 5(B) 50=96(B) 51 =96(B) 52=96(B) 53=96(B) 54= 96(B) 55=96(B) 56=96(B) 57=- 1 5(B) 58=-1 5(B) 59=- 15(B)60=-15(B)61=-15(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 24=-5, 4-13=6, 13-14=-6, 14-15=3, 27- 28=-20, 3-25=-20, 23-24=-20, 19-23=36, 19- 31=-20 Horz: 1-2=-24, 24=-15, 6-7=-26, 13-14=14, 14- 15=23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=263(B) 7=108(B) 13=197(B) 5=35(B) 26= 198(B) 25=1 54(B) 21 =96(B) 8=108(B) 16=94(8) 10= 108(B) 34=35(B) 35=35(B) 36=109(B) 37= 108(B) 38=108(B) 39=108(B) 40=108(B) 41= 108(B)42=109(B)43=109(B)44=109(B) 45= 109(B) 46=109(B) 47=154(B) 48=154(B) 49=- 15(B) 50=96(B) 51=96(B) 52=96(B) 53=96(B) 54= 96(B)55=96(B)56=96(8)57=-15(B)58=-15(B) 59=- 15(B)60=-15(B)61=-15(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=25, 2-4=34, 4-13=18, 13-14=18, 14-15=9, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19- 31=-10 Horz: 1-2=-35, 2-4=-44, 6-7=-28, 13-14=28, 14- 15=19 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=202(B) 7=96(B) 13=158(B) 5=23(B) 26= 1 74(B) 25=1 44(B) 21 =86(B) 8=96(B) 16=70(B) 1 0=96(B) 34=23(B) 35=23(B) 36=97(B) 37=96(B) 38= 96(B) 39=96(B) 40=96(B) 41 =96(B) 42=97(B) 43= 97(8) 44=97(B) 45=97(B) 46=97(B) 47=144(B) 48= 144(B)49=-25(B)50=86(8)51=86(B)52=86(8) 53= 86(B) 54=86(B) 55=86(B) 56=86(B) 57=-25(B) 58=- 25(B) 59=-25(B) 60=-25(B) 61=-25(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=9, 24=18, 4-13=18, 13-14=34, 14-15=25, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19- 31=-10 Horz: 1-2=-19, 2-4=-28, 6-7=-28, 13-14=44, 14- 15=35 Drag: 4-5=0 Concentrated Loads (lb) Standard Vert: 4=221(8) 7=96(B) 13=139(B) 5=23(B) 26= 174(B)25=144(B)21=86(B)8=96(B)16=70(B) 10= 96(B) 34=23(B) 35=23(B) 36=97(B) 37=96(B) 38= 96(B) 39=96(B) 40=96(B) 41 =96(B) 42=97(B) 43= 97(B) 44=97(B) 45=97(B) 46=97(B) 47= 1 44(B) 48= 144(B)49=-25(B)50=86(B)51=86(8)52=86(B) 53= 86(B) 54=86(B) 55=86(B) 56=86(B) 57=-25(B) 58=- 25(B) 59=-25(B) 60=-25(B) 61=-25(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=25, 2-4=34, 4-13=18, 13-14=18. 14-15=9, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19- 31=-10 Horz: 1-2=-35, 2-4=-44, 6-7=-28, 13-14=28, 14- 15=19 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=202(B) 7=96(8) 13=158(B) 5=23(B) 26= 174(B)25=144(B)21=86(B)8=96(B)16=fU(B) 10= 96(B) 34=23(B) 35=23(B) 36=97(B) 37=96(B) 38= 96(B)39=96(B)40=96(8)41=96(B)42=97(B) 43= 97(B) 44=97(B) 45=97(B) 46=97(B) 47=144(B) 48= 144(B) 49=-25(B) 50=86(B) 51 =86(B) 52=86(B) 53= 86(B) 54=86(B) 55=86(B) 56=86(B) 57=-25(B) 58=- 25(B) 59=-25(8)60=-25(B) 61=-25(B) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=18, 4-13=18, 13-14=34, 14-15=25, 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19- 31=-10 Horz: 1-2=-19, 2-4=-28, 6-7=-28, 13-14=44, 14- 15=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=221(B) 7=96(B) 13=139(B) 5=23(B) 26= 174(B) 25=144(B) 21=86(B) 8=96(B) 16=70(B) 10= 96(B) 34=23(B) 35=23(B) 36=97(B) 37=96(8) 38= 96(B) 39=96(B) 40=96(B) 41 =96(B) 42=97(B) 43= 97(B) 44=97(B) 45=97(B) 46=97(B) 47=144(B) 48= 1 44(B) 49=-25(B) 50=86(B) 51 =86(B) 52=86(B) 53= 86(B) 54=86(B) 55=86(B) 56=86(B) 57=-25(B) 58=- 25(8) 59=-25(B) 60=-25(B) 61=-25(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=15, 24=6, 4-13=-10, 13-14=-10, 14- 15=-1, 27-28=-20, 3-25=-20, 23-24=-20, 19- 23=36,19-31=-20 Horz: 1-2=-35, 2-4=-26, 6-7=-10, 13-14=10, 14- 15=19 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=270(B) 7= 124(8) 13=222(B) 5=51 (B) 26= 198(B) 25=154(B) 21=96(B) 8=124(B) 16= 94(B) 10=124(B) 34=51(B) 35=51(13) 36= 125(B) 37=124(B) 38=124(B) 39=124(B) 40= 124(B) 41=124(B) 42=125(B) 43=125(B) 44= 125(B) 45=125(B) 46=125(B) 47=154(B) 48= 154(B) 49=-15(B) 50=96(B) 51=96(B) 52=96(8) 53= 96(B) 54=96(B) 55=96(B) 56=96(B) 57=-15(13) 58=- 15(B) 59=-15(B)60=-15(B) 61=-15(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-10, 4-13=-10, 13-14=6, 14- 15=15, 27-28=-20, 3-25=-20, 23-24=-20, 19- 23=36, 19-31 =-20 Horz: 1-2=-19, 2-4=-10, 6-7=-10, 13-14=26, 14- 15=35 Drag: 4-5=0 6adq- Xnsf"'.1 i tom A, % Its][* ItcsKsi,, SHIrk GfInll if Wa (OrIII(!gS (1jSfoq j9rH1 sll7ff€tEMfSr hra. Yarfr ksya IaMIhIS a4lfed 9LP.,,a nt1 rn„ afip ae.og;IYdr ad ne deden I. hnin lg, fi lelna:eskd #illf re Uelns flYeiise shki a 16t Tao: rlr zt kiet!ura;M ilres sidl P. nee la ne iaO a 11 nlil. k, e 1 O sige fear+ -e. Sp eln Ee;nee! Lae sed a m YOD:gaesnn ®arzpae erM pdessanl ngiamq e,Ya!ildingf ne ks qa dfh,nglrl ass eextL x na taa adr, Mn Tall. ite desge nnaryiaes l rdeg s Ninnx. seiMda/ nad sednislmsora.dwiUe -Affes Addrden5ana.6awansr" 4a aNW; b sw,nt,adeddnelt( tkW.4Helanika Anthony T. Tombo III, P.E. s ay ode Wi Ireaqueodne ia6Mar Mld sedlSe.rns,enl.dnFmMl g.. sn ne nshlldin adlremg shS le'Fe espnsnwhd '80083 fht-anq Cesigaa an(uaha4x.;lacfa.,d ndnnflCaallh grulue; ml grdlia, die kileneffnpvd sdelr ldanmurUpNnWsyI%w1,t(-d-W la gettlpt."Irl&,.,sefsl.,,sOle,ald4:adnaressoesi",rrus:sgnifnexaslro;,.k.*dwn,m:ess 4ASi St. Lucie Blvd. ei..ise eeM4Yta CLMed !<4 inn wiilni tr dl gas, wve1. IL+tn;s (kap -apan.s Nal3e Gd g[atipa aIR,s Srskn;agieee!rl a7 inNag dl ogi:iudxns n=rs ldneln TRl Fort 1St. Pierce, FL Blvd. o ht02016AIRooiTrusses. Combo Ill, P.E. to rodusrionofthisdommeet,inon form, is soh;hiiedwithoutthewfinen eimisronire.A-1Rooffasses-Anlhon 1JomboIILP.E. Pni5 -AnthonyY P Y P P Y Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1L3IT A01GT Hip Girder 1 1 A0212067 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=289(B) 7=124(B) 13=203(B) 5=51(B) 26=198(B) 25=154(B) 21=96(B) 8=124(B) 16=94(B) 10=124(B) 34=51(B) 35=51(B) 36=125(B) 37=124(B) 38=124(B) 39=124(B) 40=124(B) 41=124(B) 42=125(B) 43=125(B) 44=125(B) 45=125(B) 46=125(B) 47=154(B) 48=154(B) 49=-15(B) 50=96(B) 51=96(B) 52=96(B) 53=96(B) 54=96(B) 55=96(B) 56=96(B) 57=-15(B) 58=-15(B) 59=-15(B) 60=-15(B)61=-15(13) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-40, 4-13=-31, 13-14=-39, 14-15=-32, 27-28=-20, 3-25=-20,23-24=-20, 19-23=22,19-31=-20 Horz: 1-2=-17, 2-4=-10, 6-7=-19, 13-14=11, 14-15=18 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=244(B) 7=78(B) 13=144(B) 5=93(B) 26=129(B) 25=97(B) 21=68(B) 8=78(B) 16=49(B) 10=78(B) 34=93(B) 35=93(B) 36=78(B) 37=78(B) 38=78(B) 39=78(B) 40=78(B) 41 =78(B) 42=78(B) 43=78(B) 44=78(B) 45=78(B) 46=78(8) 47=97(B) 48=97(B) 49=-1 5(B) 50=68(B) 51 =68(B) 52=68(B) 53=68(B) 54=68(B) 55=68(B) 56=68(B) 57=-15(B) 58=-15(B)59=-15(B)60=-15(B)61=-15(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-39, 4-13=-31, 13-14=40, 14-15=-33, 27-28=-20, 3-25=-20, 23-24=-20, 19-23=22, 19-31=-20 Horz: 1-2=-18, 2-4=-11, 6-7=-19, 13-14=10, 14-15=17 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 4=244(B) 7=78(B) 13=144(B) 5=93(B) 26= 1 29(B) 25=97(B) 21 =68(B) 8=78(B) 16=49(B) 10=78(B) 34=93(B) 35=93(B) 36=78(B) 37=78(B) 38=78(B) 39=78(B) 40=78(B) 41=78(B) 42=78(B) 43=78(B) 44=78(B) 45=78(8) 46=78(B) 47=97(B) 48=97(B) 49=-15(B) 50=68(B) 51=68(B) 52=68(B) 53=68(B) 54=68(6) 55=68(B) 56=68(B) 57=-15(B) 58=-15(B)59=-15(B)60=-15(B)61=-15(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-31, 4-13=-43, 13-14=-43, 14-15=-36,27-28=-20, 3-25=-20,23-24=-20, 19-23=22,19-31=-20 Horz: 1-2=-26, 2-4=-19, 6-7=-7, 13-14=7, 14-15=14 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 4=249(B)7=90(B)13=163(B)5=105(B) 26= 1 29(B) 25=97(B) 21 =68(8) 8=90(B) 16=49(B) 10=90(8)34=105(B)35=105(B)36=90(B)37=90(B) 38=90(B) 39=90(B) 40=90(B) 41=90(B) 42=90(B) 43=90(B) 44=90(B) 45=90(B) 46=90(B) 47=97(B) 48=97(B) 49=-1 5(B) 50=68(B) 51 =68(B) 52=68(B) 53=68(B) 54=68(B) 55=68(B) 56=68(B) 57=-15(B) 58=-15(B) 59=-15(B) 60=-15(B) 61=-15(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-36, 24=-43, 4-13=43, 13-14=-31, 14-15=-24, 27-28=-20, 3-25=-20, 23-24=-20, 19-23=22,19-31=-20 Horz: 1-2=-14, 2-4=-7, 6-7=-7, 13-14=19, 14-15=26 Drag: 4-5=0 Concentrated Loads (lb) 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 13:59:03 2018 Page : ID:P42uXRd_Kj21 gP?afFS_28yAdrr-SVu6fpRGScwLb3PiF2ppPcMNukHguJKNiWbREYzxPe Standard Vert: 4=263(B) 7=90(B) 13=149(B) 5=105(B) 26=129(B) 25=97(B) 21=68(B) 8=90(B) 16=49(B) 10=90(B) 34=105(B) 35=105(B) 36=90(B) 37=90(B) 38=90(B) 39=90(B) 40=90(B) 41=90(B) 42=90(B) 43=90(B) 44=90(B) 45=90(B) 46=90(B) 47=97(B) 48=97(B) 49=-15(B) 50=68(B) 51=68(B) 52=68(B) 53=68(B) 54=68(B) 55=68(B) 56=68(B) 57=-15(B) 58=-15(B)59=-15(B)60=-15(B) 61=-15(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-4=22, 4-13=34, 13-14=23, 14-15=14, 27-28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-53, 2-4=-32, 6-7=-44, 13-14=33, 14-15=24 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=-297(B) 7=-85(B) 13=-1 50(B) 5=-60(B) 26=-201(13) 25=-157(B) 21=-58(B) 8=-85(B) 16=-234(B) 10=-85(B)34=-60(B) 35=-60(B) 36=-86(B) 37=-85(B) 38=-85(B) 39=-85(B) 40=-85(B) 41 =-85(B) 42=-86(B) 43=-86(B) 44=-86(B) 45=-86(B) 46=-86(B) 47=-157(B) 48=-157(B)49=-57(B)50=-58(6)51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) 55=-58(B) 56=-58(B) 57=-57(B) 58=-57(B) 59=-57(B) 60=-57(B) 61=-57(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=23, 4-13=34, 13-14=22, 14-15=43,27-28=-10, 3-25=-10, 23-24=-10, 19-23=46,19-31=-10 Horz: 1-2=-24, 2-4=-33, 6-7=-44, 13-14=32, 14-15=53 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=-298(B) 7=-85(B) 13=-150(B) 5=-60(B) 26=-201(B) 25=-157(B)21=-58(B) 8=-85(B) 16=-234(B) 10=-85(B) 34=-60(B) 35=-60(B) 36=-86(B) 37=-85(B)38=-85(B) 39=-85(B) 40=-85(B) 41 =-85(B) 42=-86(B) 43=-86(B) 44=-86(B) 45=-86(B) 46=-86(B) 47=-157(B) 48=-157(B)49=-57(B)50=-58(B)51=-58(8) 52=-58(B) 53=-58(6)54=-58(B) 55=-58(B) 56=-58(B) 57=-57(B) 58=-57(B)59=-57(B) 60=-57(B) 61 =-57(B) 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-6, 4-13=6, 13-14=-5, 14-15=4, 27-28=-20, 3-25=-20, 23-24=-20, 19-23, 36, 19-31=-20 Horz: 1-2=-23, 2-4=-14, 6-7=-26, 13-14=15, 14-15=24 Drag: 4-5=0 Concentrated Loads (Ib) Vert:4=-229(B) 7=-56(B) 13=-82(B) 5=-32(6) 26=-176(B) 25=-147(B) 21=-48(B) 8=-56(B) 16=-210(B) 10=-56(B) 34=-32(B)35=-32(B) 36=-57(B)37=-56(B) 38=-56(B) 39=-56(B) 40=-56(B) 41 =-56(B) 42=-57(B) 43=-57(B) 44=-57(B) 45=-57(B) 46=-57(B) 47=-147(B) 48=-147(B) 49=-47(B) 50=-48(B) 51=-48(B) 52=48(B) 53=-48(B)54=-48(B) 55=-48(B) 56=-48(B)57=47(B) 58=-47(B) 59=-47(B) 60=47(B)61=-47(B) 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Standard Vert: 1-2=4, 2-4=-5, 4-13=6, 13-14=-6, 14-15=3, 27-28=-20, 3-25=-20, 23-24=-20, 19-23=36, 19-31=-20 Horz: 1-2=-24, 2-4=-15, 6-7=-26, 13-14=14, 14-15=23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=-229(B) 7=-56(B) 13=-82(B) 5=-32(B) 26=-176(B)25=-147(B) 21=-48(B)8=-56(B) 16=-210(8) 1 0=-56(B) 34=-32(B) 35=-32(B) 36=-57(B) 37=-56(B) 38=-56(B) 39=-56(B) 40=-56(B) 41=-56(B) 42=-57(B) 43=-57(B) 44=-57(B) 45=-57(B) 46=-57(B) 47=-147(B) 48=-147(B)49=-47(B)50=-48(B)51=48(B) 52=-48(B) 53=-48(B) 54=-48(B) 55=-48(B) 56=-48(B)57=-47(B) 58=-47(B) 59=-47(8) 60=-47(B) 61 =-47(B) 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=25, 2-4=34, 4-13=18, 13-14=18, 14-15=9, 27-28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-35, 2-4=-44, 6-7=-28, 13-14=28, 14-15=19 Drag: 4-5=0 Concentrated Loads (lb) Vert: 4=-291 (B) 7=-68(B) 13=-136(B)5=-44(B) 26=-201(B)25=-157(B) 21=-58(B) 8=-68(B) 16=-234(B) 10=-68(B) 34=-44(B) 35=-44(B) 36=-69(B) 37=-68(B)38=-68(B) 39=-68(B) 40=-68(B) 41=-68(B) 42=-69(B) 43=-69(B) 44=-69(8)45=-69(B)46=-69(B)47=-157(B) 48=-1 57(B) 49=-57(B) 50=-58(B) 51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) 55=-58(B) 56=-58(B)57=-57(B) 58=-57(B)59=-57(B) 60=-57(B)61=-57(B) . 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=18, 4-13=18, 13-14=34, 14-15=25, 27-28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-19, 2-4=-28, 6-7=-28, 13-14=44, 14-15=35 Drag: 4-5=0 Concentrated Loads (Ib) Vert:4=-272(B) 7=-68(B) 13=-147(B) 5=-44(B) 26=-201(B) 25=-157(B) 21=-58(B) 8=-68(B) 16=-234(B) 10=-68(B)34=-44(B)35=44(B) 36=-69(B) 37=-68(B) 38=-68(B) 39=-68(B) 40=-68(8)41=-68(B)42=-69(8)43=-69(B) 44=-69(B)45=-69(B)46=-69(B)47=-157(8) 48=-157(B) 49=-57(B) 50=-58(B) 51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) 55=-58(B) 56=-58(B) 57=-57(B) 58=-57(B) 59=-57(B) 60=-57(B) 61 =-57(B) 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=25, 2-4=34, 4-13=18, 13-14=18, 14-15=9, 27-28=-10, 3-25=-10, 23-24=-10, 19-23=46, 19-31=-10 Horz: 1-2=-35, 2-4=-44, 6-7=-28, 13-14=28, 14-15=19 Drag: 4-5=0 Concentrated Loads (lb) L-onrinuea on page 4 wa aiag fae<a aantEdf reie. rie':-i FJAE Il4SSii;"ifElE['j 6EpilAt IEtYS a WNfa0f4S O1Siny i't7fc1'tiMXQdafPfXr lag. irkf lrsig ramrhis al real ert:s n lus lms kvgn Arvur;IWi¢! & Ielkerry l lega l7, F.0 itlnn:e 55?q Mar o:z lkkss dknise saki « too, nh Ialei aa¢:hr rse;sWlxas:l la ae rCDaher ni l,aLns Resya Eexes e,srs ud!Eerneee_taM .iaa:ep:sera®me edltepdesaiaed eegnniq resr«sa:IX,.a!r4 as gadr&i:atl:i.sska,aetnaa iCa nlr, nln i9l. ik le;ganuapin.Iniiq nNilaas; umioq Anthony T. Tombo 111, P.E. M.adai;Irnsnrmkildq i,a a Ilardtaea .ae Uwar, rxm 4apalwda biau}0 uaw a#rMeddae ltf.gear«X as lag k:ihq«aW1N1 Regaaa dae lUD nl cacti N.srdae:rxs, keustadse}sew «:nAdins drmj srXkie:e sddlsd 480033 t&tw tag nsgx ¢A (aaXwar. 31 a 9atA-x a<IGUM ae partn«mi gd lag dae&dloe(rtMr.ol Sd lr hLa¢rNt,KSO Eulisis1 X11%nl Strl ae ieM Harg ea0 r ta« III. Ihl., .4&:n 0 as If 0"1., lr, U,,p;ost. A Imss uoaaaam, Was 4451 St. Lucie Blvd. o'd.rriu hM1nl Xia(nrtwt A!«d pn in wriragh dlraan imdrel. Fort Pierce, FL 34946 Anthony 1.lombeIII: P.E. Repraduttionofthisdommew,inanyfotm,ispsohibiledwithoutthewridenpermissionfromA4RoofGasses-Anthony1.Tombslfl,P.E. - Job Truss Truss Type QRy Ply RYAN HOMES / SEASIDE v1 WRCSSIDT A01GT Hip Girder 1 1 it A02121067 Job Reference (optional)t r -1 r rubaes, run riuiox, rL 34946, aesigniaa I lruss.com LOAD CASE(S) Standard Standard 6.121Js Nov W 2011 MI I ek Industries, Inc. Mon Jan 8 13:59:03 2018 Page, ID: P42uXRd_Kj21 gP?afFS_28yAdrr-SVu6fpRGScwLb3PiF2ppPcMNukHguJKNiWbREYzxPe Concentrated Loads (lb) Vert: 1-2=-33, 2-4=-40, 4-13=-31, 13-14=-39, Vert: 4=-291(B) 7=-68(B) 13=-136(B) 5=44(13) 14-15=-32, 27-28=-20, 3-25=-20, 23-24=-20, 26=- 201(B) 25=-157(B) 21=-58(B) 8=-68(B) 19-23=22,19-31=-20 16=- 234(B) 10=-68(B)34=-44(B) 35=-44(B) Horz: 1-2=-17,2-4=-10,6-7=-19,13-14=11, 36=- 69(B) 37=-68(B) 38=-68(B) 39=-68(8) 40=-68(B) 14-15=18 41=- 68(B) 42=-69(B)43=-69(8) 44=-69(B)45=-69(B) Drag:4-5=0 46=- 69(B) 47=-157(B) 48=-157(B) 49=-57(B) Concentrated Loads (lb) 50=- 58(B) 51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) Vert:4=-289(B) 7=-88(B) 13=-1 13(B) 5=- 1 3(B) 55=- 58(B) 56=-58(B) 57=-57(B) 58=-57(B) 59=-57(B) 26=-297(B) 25=-251 (B) 21 =-61(8) 8=-88(B) 60=- 57(B) 61 =-57(B) 16=-307(B)10=-88(B)34=-13(B)35=-13(B) 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 36=-89(B) 37=-88(B) 38=-88(B) 39=-88(B) 4th Parallel: Lumber Increase=1.60, Plate 40=-88(B) 41=-88(B) 42=-89(B) 43=-89(8) Increase= 1.60 44=-89(B) 45=-89(B) 46=-89(B) 47=-251 (B) Uniform Loads (plf) 48=-251(B) 49=-59(B) 50=-61(B) 51=-61(B) Vert: 1-2=9, 2-4=18, 4-13=18,-•13-14=3401"!525, ! l-(B)'f53--1971(B)f54==-61(B)"55=-61(B) 27- 28=-10, 3-25=-10, 23-24=-10, 19-23=46, 56=-61(B) 57=-59(B)58=-59(B) 59=-59(8) 19- 31=-10 60=-59(B) 61 =-59(B) Horz: 1-2=-19, 2-4=-28, 6-7=-28, 13-14=44, 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 14- 15=35 MWFRS Wind (Neg. Int) Right): Lumber Drag: 4-5=0 Increase=1.60, Plate Increase=1.60 Concentrated Loads (lb) Uniform Loads (plf) Vert: 4=-272(B) 7=-68(B) 13=-147(B) 5=44(B) Vert: 1-2=-32, 2-4=-39, 4-13=-31, 13-14=-40, 26=- 201(B) 25=-157(B) 21=-58(B) 8=-68(B) 14-15=-33, 27-28=-20, 3-25=-20, 23-24=-20, 16=- 234(B) 10=-68(B) 34=-44(B) 35=-44(B) 19-23=22, 19-31 =-20 36=- 69(8) 37=-68(B) 38=-68(B) 39=-68(B) 40=-68(B) Horz: 1-2=-18, 2-4=-11, 6-7=-19, 13-14=10, 41=- 68(B) 42=-69(B) 43=-69(B) 44=-69(B) 45=-69(B) 14-15=17 46=- 69(B)47=-157(B)48=-157(B)49=-57(B) Drag:4-5=0 50=- 58(B) 51=-58(B) 52=-58(B) 53=-58(B) 54=-58(B) Concentrated Loads (lb) 55=- 58(B) 56=-58(B) 57=-57(B) 58=-57(B) 59=-57(B) Vert: 4=-289(B) 7=-88(B) 13=-113(B) 5=-13(8) 60=- 57(B) 61 =-57(B) 26=-297(B) 25=-251 (B) 21=-61(B) 8=-88(B) 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 16=-307(B) 10=-88(B) 34=-13(B) 35=-13(B) 1st Parallel: Lumber Increase=1.60, Plate 36=-89(B) 37=-88(B) 38=-88(B) 39=-88(B) Increase= 1.60 40=-88(B) 41=-88(8) 42=-89(B) 43=-89(B) Uniform Loads (plf) 44=-89(B) 45=-89(6) 46=-89(B) 47=-251(8) Vert: 1-2=15, 2-4=6, 4-13=-10, 13-14=-10, 14-15=-1, 48=-251(B) 49=-59(B) 50=-61(B) 51=-61(B) 27- 28=-20, 3-25=-20, 23-24=-20, 19-23=36, 52=-61(B) 53=-61(B) 54=-61(B) 55=-61(B) 19- 31=-20 56=-61 (B) 57=-59(B) 58=-59(B) 59=-59(B) Horz: 1-2=-35, 2-4=-26, 6-7=-10, 13-14=10, 60=-59(B) 61=-59(B) 14- 15=19 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 Drag: 4-5=0 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Concentrated Loads (lb) Increase=1.60, Plate Increase=1.60 Vert: 4=-223(B) 7=40(B) 13=-68(B) 5=-15(B) Uniform Loads (plf) 26=- 176(B)25=-147(B)21=48(B)8=40(B) Vert: 1-2=-24,2-4=-31,4-13=43,13-14=43, 16=- 210(B)10=-40(B)34=-15(8)35=-15(8) 14-15=-36, 27-28=-20, 3-25=-20, 23-24=-20, 36=- 41(B) 37=40(B) 38=-40(B) 39=-40(B) 40=40(B) 19-23=22, 19-31=-20 41=- 40(B)42=41(B)43=41(B)44=-41(B) 45=41(13) Horz: 1-2=-26, 2-4=-19, 6-7=-7, 13-14=7, 14-15=14 46=- 41(B) 47=-147(B) 48=-147(B) 49=-47(B) Drag:4-5=0 50=- 48(B) 51=-48(B) 52=-48(B) 53=-48(B) 54=-48(B) Concentrated Loads (lb) 55=- 48(B)56=-48(B) 57=-47(B) 58=-47(B) 59=47(B) Vert:4=-284(B) 7=-76(B) 13=-102(B)5=-1(8) 60=- 47(B)61=-17(B) 26=-297(B) 25=-251 (B) 21 =-61 (B) 8=-76(B) 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 16=-307(B) 10=-76(B) 34=-1(B) 35=-1(B) 2nd Parallel: Lumber Increase=1.60, Plate 36=-77(B) 37=-76(8) 38=-76(B) 39=-76(B) Increase= 1.60 40=-76(B) 41=-76(B) 42=-77(B) 43=-77(B) Uniform Loads (plf) 44=-77(B) 45=-77(B) 46=-77(B) 47=-251(B) Vert: 1-2=-1, 24=-10,4-13=-10, 13-14=6, 14-15=15, 48=-251 (B) 49=-59(B) 50=-61 (B) 51 =-61 (B) 27- 28=-20, 3-25=-20, 23-24=-20, 19-23=36, 52=-61 (B) 53=-61 (B) 54=-61 (B) 55=-61 (B) 19- 31=-20 56=-61(B) 57=-59(B)58=-59(B) 59=-59(B) Horz: 1-2=-19, 2-4=-10, 6-7=-10, 13-14=26, 60=-59(B) 61=-59(B) 14- 15=35 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 Drag: 4-5=0 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Concentrated Loads (lb) Increase=1.60, Plate Increase=1.60 Vert: 4=-204(B) 7=-40(B) 13=-79(B) 5=-15(B) Uniform Loads (plf) 26=- 176(B) 25=-147(B) 21=48(B) 8=40(B) Vert: 1-2=-36, 2-4=-43, 4-13=43, 13-14=-31, 16=- 210(B) 1 0=-40(B) 34=-1 5(B) 35=-15(B) 14-15=-24, 27-28=-20, 3-25=-20, 23-24=-20, 36= 41(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=40(B) 19-23=22, 19-31=-20 41=- 40(B) 42=A1(B) 43=-41(B) 44=41(B) 45=-41(B) Horz: 1-2=-14, 2-4=-7, 6-7=-7, 13-14=19, 14-15=26 46= A 1 (B) 47=- 1 47(B) 48=- 1 47(B) 49=-47(B) Drag:4-5=0 50=- 48(B) 51=-48(B) 52=-48(B) 53=-48(B) 54=-48(B) Concentrated Loads (lb) 55=- 48(B)56=-48(B)57=-47(B)58=-47(B)59=-47(B) 60=- 47(B)61=-47(B) 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60 Plate Increase=1.60 Uniform Loads (plf) Standard Vert: 4=-270(B) 7=-76(B) 13=-111(B)5=-1(B) 26=- 297(6)25=-251(B) 21 =-61 (B) 8=-76(B) 16=- 307(B) 1 0=-76(8) 34=-1 (B) 35=-1 (B) 36=- 77(B)37=-76(B) 38=-76(B) 39=-76(B) 40=- 76(B) 41=-76(B) 42=-77(B) 43=-77(B) 44=- 77(B) 45=-77(B) 46=-77(B) 47=-251(B) 48=- 251(13)49=-59(B)50=-61(B)51=-61(B) 52=- 61 (B) 53=-61 (B) 54=-61 (B) 55=-61 (B) 56=- 61(B) 57=-59(B) 58=-59(B)59=-59(B) 60=- 59(B) 61 =-59(B) alydg41- U.1yjredlynt'11GEpii,lt IEWA(Donclsoisi9y ilorcr S( CC-1,{gfX{'fi-V,.h1[sin prwder, p4 rindarnsptiffsIm:sUs., Lleriq OCjpl kr Medtp 1.1ern WP.E. iti-S1r•ia!n!r;e Itltssdru-"' aIkt TIED, 0; pWilk Fepdtr ilP.fssWiprtln¢gFrGilpp nt;nir g rt EplO.tx.t,Si-IM1EitipCy bt 3tFlptFfllDU:lpltFdSp Wld9,tdlkptkssupl etpteeig resipskidh, hrlG ,pdr:z w;lLrssaMdptkiPO Fd!. p4F i'11_ik desgF n;.¢pips, 1pdq 'm...mtaui Anthony T. Tornbo 111, P.E. w sd5alrosamkdeasisaFspalatde¢o p o yarn apdpa kaeuid pp.p# lk3d kirc.ntd ald IWp dgokanrt r:F nddulmowtF hu dm:r r.r9m : yqt n:end roa tic akrot;Fyprtaatd 80083 neR-A¢t.eriperpd(pnni¢ Oink sirl' Ar101olNForm dpili' sdtsernt t4 ppdSdlltldmcdixSRsl)Fth'WAtIRa1SIX1¢trdtr Mkrt[ppltut 011ee5ees2t lsietsPa:iMSal":e ofPh, NuUFsipe,Pr,srhspEkr,,.o lIms,k ftlort,p;as 4451 St Lucie Blvd. r5lr.ne FrhFeiho(Fpalagte§r,pawnnq ly td prAr ndvll. pr tress Caup guex rs YOI U..S tltiq Gsip:cu loss Side¢Fywn rfpr FdNai. Fil parr'.aed re,nsuapld¢FI ¢till. opyright02D16A-IRoofirusses Anthony J. Jumbo Ill, P.F. Reproduction of this dommee6 in ony form: is prohibited without the written permission from A Roof Uusses- An0ay 1. lombn Ill. P.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 i RCSS1DT A02T Hip 1 1 A0212068 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:37 2018 Page ID: P42uXRd_Ki21 gP?afFS_28yAd rr-BUXW iol R hAUzbcLVhV?o7QKFyCyMk5TLw2vpvVzxQg 0 0 2-9-8 9-0-0 13-2-8 15-8-0 23-10-0 32-0-0 41-0-0 50-0-0 5100 0- 2-9-8 6-2-8 4-2-8 2-5-8 8-2-0 8-2-0 9-0-0 9-0-0 -0- 2x4 II 5.00 12 5x8 3x4 II 3x8 = 3x6. = 3x8 = 4 5 6 T2 - 7 8 9T9 5x6 // 10 Dead Load Defl. = 1/4 it 1 7 7 8 1 3 2 206 22 2x4 II 4x6 = 2x4 11 5x10 = 19 18 17 3x4 11 5x6 = 3x6 = 16 3x8 = 15 14 3x6 I 13x6 = 13 3x6 = 4x6 = 41-0-0 1 50-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.30 13-28 730 240 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.41 13-28 524 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.12 18 n/a n/a BCDL 10.0 Code FBC2017rfP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No-3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. WEBS 1 Row at midpt 6-16, 9-16, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= 68(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2 except 18=-932(LC 9), 15=-854(LC 8), 11=-180(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2 except 18=2051(LC 23), 15=1294(LC 24), 11=691(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-350/642, 4-5=-917/1697, 5-6=-925/1707, 6-7=-23/771, 7-8=-23/771, 8-9=-23/771, 9-10=-744/518, 10-11=-884/457 BOT CHORD 3-21=-519/531, 20-21=-507/530, 17-18=-1757/1137, 16-17=-1757/1137, 15-16=-349/369, 14-15=-349/369, 13-14=-349/369, 11-13=-242/752 WEBS 4-21=0/284, 4-20=-1414/827, 18-20=-1843/1167, 6-18=-1 144/891, 6-16=-1430/1535, 7-16=-479/436, WEBS 4-21=0/284, 4-20=-1414/827, 18-20=-1 843/1167, 6-18=-1 144/891, 6-16=-1430/1535, 7-16=-479/436, 9-16=-744/343,9-15=-1134/997, 9-13=-642/1156, 10-13=-222/318 NOTES- 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=16ft; 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 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 100 lb uplift at joint(s) 2 except (jt=lb) 18=932, 15=854, 11=180. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-12=-60, 22-23=-20, 3-20=-20. 19-26=-20 PLATES GRIP MT20 244/190 Weight: 240 lb FT = 0% W." nets. U. 01 iuin t!r': [toe; MSSES N[Lir} U111741 IEW a (3 1101S (USmN rrm'Er AMCIREMOr firm. imdt duly 1—des vd read o+ns n fin Ins h;p O'"quirwith Ad", I.1,.w 11. P1. Ad —SUM sd— Stirs; dktnis, sMd n Ike 109, dry Niiek:w.dm ants sadl Gt nod rx nG iCAbke etW Asatrns0 sq Ersxv sytnetn Equem nes In .e tOD rgruedtnonernseedm NdeSSNtd eemnsnGi ttSPpflkllitihl lklMeiy dn45Ag61'RSnemrlei Mlkf lUp mdr, ildm lq t. Ik dti:y tS;amyl nl lu$gr tld ttS.-SUMdgr Anthony T. Tema 111, P.E. d.0 d* IrsssMmlGiliush6 u JId(dAe'J .rteJ ax'G.r Aaydmdr6•ilagM gex,o ntlulAlk ll[.bett: and ne 1.ral Oi lby ok adlMk lkeep.ea dtlelDb of trt lieN nedlk'ms, ake.gWNka;,:rwe u;hllelne ni Geoq,r.Bkfc r.rwsoddrA 80083 t&kw diy 9es:'gxr ad(aaaakr-#leem,ul.d iGM ICD aGl lh yxriru w/yifetnxsdne kldiq ltaNedSddr idmmaw tLnyditM G}I ml snt.n nlnn;el kr fond ydGnr RilkSees ae esyad9AAn ttl dd.etdfix l.ss Oevyu, IrasG tsyiymu diw.s undttgan,.cus 4451 St Lucie Blvd. aMniu dtb.el lrar..¢a'1 esrKt nuenlnr le all preen mdsti. Is! 1—Dist, Es atekAel Sad"ft.m— Ni Sim fghen#.F M inNey Gtl ornu n<ns to aG ldadn RFl. Fort Pierce, FL 34946 fopyrigh102015A-Itooltrusses- Anthony 1.tombslll.P.F. Reproduction of thisdournert;inaoyform,isprohibitedwithoutthe»rinropnmissionfromAARoofTimes-Whey1.iomboIll;P.F. Job Truss Truss Type city Ply RYAN HOMES / SEASIDE V1 WRCSS1DT A03T Hip 1 1 A02171069 Job Reference (optional) w ,u, ,. +. rev a .— --1 r1!r lr. o.Icu Ivuv 14 4UI r IV111CK InLJUSLneS, Inc. Mon Jan ts-IL:425:Jts Luld rage ID: P42uXRd_Kj21 gP?afFS_28yAdrr-fg5uw8J3 RTcgDmwhFD W 1 gesN UcL9TSLU9heN RxzxQg002-9-8 7-7-5 11-0-0 13-2-8 15-8-0 23 4-12 31-1-8 39-0-0 43-1-15 50-0-0 51-0 0 0- 2-9-8 4-9-13 3 4-10 2-2-8 2-5-8 7-8-12 7-8-12 7-10-8 4-1-15 6-10-1 O- it 0 5x8 = 3x4 II 400 = 5.00 12 2x4 II 3x6 = 3x8 = 5x6 = Dead Load Defl. = 3/8 it 24 500 = 21 20 19 18 17 16 15 4x6 = 2x4 II 3x6 = 3x4 II 5x6 = 3x6 — 400 = 2x4 II 3x6 — 3x8 — 4x6 — 1-0-0 13-2-£ I-2-8 2 31-1 7-8- 39-0-0 LOADING (psf) SPACING- 2-0-0 CS1. EFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.29 15-30 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.65 15-30 636 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 15-30 999 240 Weight: 260 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 133: 2x4 SP No.3, 136,135: 2x4 SP M 30 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 1 Row at midpt 7-18, 10-18, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 157/0-8-0 (min.0-1-8) 20 = 2772/0-3-8 (min.0-3-4) 13 = 1191/0-8-0 (min.0-1-8) Max Horz 2 = 81(LC 16) Max Uplift 2 = 72(LC 8) 20 = 651(LC 9) 13 = 309(LC 9) Max Grav 2 = 166(LC 23) 20 = 2772(LC 1) 13 = 1279(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-291/832, 4-5=-508/1136, 5-6=-727/1616, 6-7=-733/1622, 7-8=-965/471, 8-9=-965/471, 9-10=-965/471,10-11=-1915/1145, 11-12=-2118/1184,12-13=-2488/1427 BOT CHORD 3-23=-707/452, 22-23=-1008/783, 19-20=-1719/1111, 18-19=-1719/1111, 17-18=-785/1973, 16-17=-785/1973, 15-16=-785/1973, 13-15=-1177/2260 WEBS 4-23=-372/389, 5-23=-127/421, WEBS 4-23=-372/389, 5-23=-127/421, 5-22=-1117/572, 20-22=-1822/1175, 7-20=-1881/1136, 7-18=-1417/2543, 8-18=-459/420, 10-18=-1345/769, 10-17=0/273, 11-15=-152/482, 12-15=-428/452 NOTES- 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=16ft; 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 R 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 100 lb uplift at joint(s) 2 except (jt=lb) 20=651, 13=309. LOAD CASE(S) Standard auiq tkese Marykr l±+iwfir':Is`GE IEGSS:S,"SEtIEE'ifiEXitl€IFtgSE UA'MgfgSpJSI041TCV:1"k(lOtf,.;;a*sFlr lom. Ynih desig tnmehri l!solm!!sal t ln:sirtiign}!auL!IOii tle M!IF,tt.Iraa 19,P.E.lelern;ea=ha'ner:IJelnsaM!rwise sMein lke?Dg; vit kl-uemul Prons 4dl !/Mtt!1CDbL!dil. lseYrssD sqr care 1 .Sn k. Egnee!y In snlnr[stDP•epls!m®avyaudtta pa'e!wee!e!oernirt restu=Ltar p!&ill*ANsm#!Tms Mann 1.Ik iPU nlY aln i.!I l_l e>iq!anspan;le•gonains.amlua. Anthony T. Tombo 111, P.E. dfNutli —f. km"'sfi!q StatAND... the U- 9u1 Y 0.a1 tle4liigAe:len.a!klydwdt.11('41IKWA IxaaE yuferril'fl eetanrdtlelg/Mnrtir4rs!dth'rvis.erlreyExMlsr:'vn_u:uMMnakrrtirgssr9k'Se rsMnsua:hd 80033Mtr:hggesyerw(araKpr 1:1 ru! 9 An De ECD a11L Extrcr WpddmsdArl linP(rrtpral Sd9r kanem K5l RWisl*(q l9 a/it(haeulnsnNMpena ila!e n 1 cve., at r aoa lnr, ad On a lra 1. 110.., 1- Bssgr io-NEr<.s xrr nn; a:eis a in ann+Lta(r kn ap E ern:nnq lP!n Penn nary. F,!Fn.s[v_ryxn ., 1Cl GdS Gry ,xln„Sn ahii!adani eaNut. sAw K!ed onsn!n1 a!1uRPI. 4451 St L.de Blvd. Fort Pierce, FL 34946 oppigM02gl6 A-Itool Tresses - AnEhonr T. Tomb Ill: P.E. Feproiudianol this doLameet; is enp Ealm, ispmMibited without the written pnmission lrom A-1 gaol Gass?s-AvtEonp l.lombo lll, P.E. Job i Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 V RCSS`IDT A04T Hip 1 1 A0212070 Job Reference (optional) Al Roof 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- Mon Jan 8 12:48:39 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAdrr-7tfG7UJhCnkhrwVtowl GCrPauOgUCxDdOLOw_OzxQc 1-Ot02-9-8 i 7-2-9 13-0-0 15-8-0 i 22-7 4 29-8-12 37-0-0 i 43-8-11 50-0-0 51-0r0 i-0- 2-9-8 4-5-1 5-9-7 2-8-0 6-11-4 _1_7_ 7-3 4 6-8-11 6-3-5 -0- 2x4 II Dead Load Defl. = 1/8 it 5x8 11 3x4 11 3x8 = 3x6 = 5x8 = 5.00 12 c 6 7 0 9 1n 26 3x6 = 24 21 20 19 18 17 16 15 14 5x10 = 4x6 = 3x8 = 3x6 = 2x4 II4x6 = 2x4 II 3x6 = 3x6 = 4x6 = 3x8 MT20HS 11 2x4 11 2x4 11 2-9-8 7-10-12 13-2-8 15-8-0 22-7-4 29-8-12 37-0-0 43-8-11 50-0-0 2-9-8 5-1 4 5-3-12 2-5-8 6-11 7-1-8 7-3 4 6-8-11 6-3-5 Plate Offsets (X,Y)-- 10:0-5-12,0-2-8],[22:0-4-4,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 14-15 999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 15 999 240 Weight: 273 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B4: 2x4 SP No-3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. Except: 3-1-0 oc bracing: 6-20 WEBS 1 Row at midpt 7-17, 10-17, 7-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 185/0-8-0 (min. 0-1-8) 20 = 2740/0-3-8 (min.0-3-4) 12 = 1204/0-8-0 (min. 0-1-8) Max Horz 2 = 95(LC 13) Max Uplift 2 = 69(LC 8) 20 = 617(LC 9) 12 = 317(LC 13) Max Grav 2 = 199(LC 23) 20 = 2740(LC 1) 12 = 1296(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-255/565,4-5=-70/557, 5-6=-830/1691, 6-7=-810/1674, 7-8=-1641/950, 8-9=-1641/950, 9-1 0=-1 641/950, 10-11=-1958/1084, 11-12=-2671/1477 BOT CHORD 3-25=-462/404, 23-25=-1 146/894, 22-23=-1 146/894, 17-18=-135/757, 16-17=-679/1741, 15-16=-679/1741, BOT CHORD 3-25=462/404, 23-25=-1146/894, 22-23=-1 146/894,17-18=-135/757, 16-17=-679/1741, 15-16=-679/1741, 14-15=-1241/2430, 12-14=-1241/2430, 20-22=-2576/1618, 6-22=-342/279 WEBS 4-25=-374/433, 5-25=-619/881, 18-22=-1 16/845, 7-17=-725/1266, 9-17=-468/414, 10-17=-279/166, 10-15=-147/485, 11-15=-754/607, 11-14=0/268, 5-22=-1063/703, 7-22=-2338/1407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 20=617, 12=317. LOAD CASE(S) Standard 0rdq-tlrz<_t dsa q4y s.ti.w he 1.1 tDO•INUS"saaE "GfirwifyZA:Anr3<,Km9t•rGfi",.S:rN[Y3'ERftlr Ms. rtrdt dt gt ramttaimlttalaaes st wi rmn Gt;9a hwr7ylUtjel tkr kelknY Tl,ew M FfLtifer—sino Ar, a 9thi.Wlnr—findxk. IN.4 MR piftIV . tda N Mouts,fid. { tTins, D ur ft r— fe pettq Eas xe. ce al a ar M r,p,;,is—ini n.u[ ept+ewal ao ..it{asrn,ANinhtnNei¢1a+rtx s',d l.rs eaan et WD0.0., wd,, NI Thki urt/tut; 6tdq Cows. %Mhn Anthony T. Tomba III, P.E. 1 it if on, Truss h. hinish ii.ritif(dht 5wa,IL0—!,afiau•4 gan!adrWitus Deiaar hAt ode:t d lht III,it lri istf lam!kl6ng tads pd IN 1- 11etpyta4k10D.1 as hiUu d he71. rtianqhMl1)ha mshIldna k 4vief. Dk1t E.punJtr d 180083 Lr a3D: 1mI ataa w-,;I a i9aA n rronduer aniatr rde do r Irr[ pmd dlt dam uv7pri ea In ifttAae efn t atettd dtt Irl xsz>. t: tsa hiwea ,a hi Dt:iva,r ii.. r,.FoaandNisuithm a,asis 4451 St. Lucie Blvd. a6n5s tehael bi a.nRYI x;ttd'Na is wrioat br dl rIX7ies ina,el. tie in.s fm,iv-trnen'; hCf 3.. audhg C v r, a t - Sid n tariaea al : baiNar. III ro isu rd,-' aces Muni in Pit. Fort Pierce, FL 34946 topyrght tV T016 AT toot Trusses Anthony 1. Tombo ill, P.E. Reproduction of this dommeet; in any form: is prohNIed x•ithoutlhe rotten permission from A-1 Roof Tresses- Anthaoy 1. combo ill, P.E. Job Truss Truss Type QtY Ply RYAN HOMES / SEASIDE vl WRCSSIDT A05T Hip 1 1 A021 071 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 2-9-8 5.00 12 3x4 11 5x8 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:40 2018 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-b3DeLpKKz5sYS434MeYV 13ylLPyaxOa nd?7UV 28-4-0 35-0-0 42-7-5 50-0-0 51-0,0 5x6 = Dead Load Dell. = 1/4 it 25 2X4 11 22 21 2u 32 33 19 34 35 1817 16 4x6 = 2x4 II 5x10 = 3x8 = 2x4 II 4x6 = 3x4 I I 5x8 = 15-2-4 2-9-8 7-0 13-2-8 15-0-q 25-0-0 35-0-0 42-7-5 50-0-0 2-9-85-10-4 1-9-8 9-9-127-4-11 0-2-4 Plate Offsets (X,Y)-- 7:0-4-0,0-2-2], [11:0-3-00-2-41 21:0-4-0,0-3-0] [23:0-4-4 0-2-8] 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 0.82 Vert(LL) 0.26 17-19 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.49 17-19 850 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 16-31 999 240 Weight: 268 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No-3 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-21, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 157/0-8-0 (min. 0-1-8) 21 = 2730/0-3-8 (min. 0-3-4) 14 = 1233/0-8-0 (min.0-1-9) Max Horz 2 = 108(LC 16) Max Uplift 2 = 68(LC 8) 21 = 583(LC 9) 14 = 339(LC 13) Max Grav 2 = 174(LC 23) 21 = 2730(LC 1) 14 = 1327(LC 24) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3- 4=-315/703, 4-5=-663/1326, 5- 6=-652/1402, 6-7=-538/1365, 7- 8=-465/1194, 8-9=-1083/599, 9- 1 0=-1 083/599, 10-11=-1625/1039, 11- 12=-1754/1032, 12-13=-1851/1006, 13- 14=-2680/1494 BOT CHORD 3- 24=-593/466, 23-24=-590/465, 6- 23=-226/295, 20-21=-93/627, 20- 32=-93/627, 32-33=-93/627, 19- 33=-93/627, 19-34=-415/1399, BOT CHORD 3- 24=-593/466, 23-24=-590/465, 6- 23=-226/295, 20-21=-93/627, 20- 32=-93/627, 32-33=-93/627, 19- 33=-93/627, 19-34=-415/1399, 34- 35=-415/1399, 18-35=-415/1399, 17- 18=-415/1399, 16-17=-1240/2431, 14- 16=-1240/2431 WEBS 4- 24=0/257,4-23=-695/513, 21- 23=-1267/1092, 7-23=-254/76, 7- 21=-546/329, 8-21 =-I 944/1169, 8- 19=-477/1071, 10-19=-816/594, 10- 17=-225/448, 11-17=-17/318, 13- 1 7=-879/715, 13-16=0/303 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 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, with BCDL = 10. Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 2 except (jt=lb) 21=583, 14=339. LOAD CASE(S) Standard kCelq flresf lkseq}11tri=.+6,'.Io fId4Si;i{"iMICi. 6Eg851 IM E QN1,111C15 n1Stn9 "6Ci;i'j d3pPf+tiMfli loran. Yndr Mi. Word., ahead m!es n tns ims ksp 6reaiq;Irdi d It, Who,I 1esa I.I. PI le—sk?el'e-au. !hkss'fi—se st.W nik IUD, ry Y i 't se[a:lu pir.dl' n?l iu Ik 1c-091? Wit, t, e 1 t o file [—I - m, dryFq'mn f 1 aer t6P pep?snn m arepta;f dtk pdessnW eepu s :f-A4Vefn IFx d!tke sled 1 kdld i R? rpo I , aeRf r?I I_ iM a 1 unspiu " it s. e0W ty Anthony T. Tcmbo III, P.E. aN a dlms inns fl.,m 1, idq istl s1 Inut 0t, M.. fh J;eun aAx Nadal n 8? l.ile!q Pei—, u+le«ful Jtk If(, fit Re lees. a:i6g r,it W I I. rcegper 4 k i4U ad ne Wit dt' ns, rlmgt d!ng ;aces .n lid. Wt-'j iW 1. ,pnsmndrd 80083 Na laiat;es'". W(+tw..:1 ud fdA-n 1. lCU q A;.M,, alfi dales flu 161jie[ "iehtr Mxcllde-iLV'fdilEN li INal iIXtae!demNlea feuedd+idaa It IdzS?es ke fspevridesWlA:a dNs 1.ns Pesieefd,Ins„algi iaydrn andi,,,s M.aeluhxn aess P. N?'1nl fP.hlNNi d:18AA1df!fN qi !A /!Hilt fY liif(Ne--. a,f•l. its I—Etu?hoed-1 NCI t. Whet DtHp!— l :,St`de9.1t11M 119»60111Af.44U%ry'.IS¢d!t!leS Ef?dS lde?dutFri. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 oppigM® 2p16 A-1 RaallrwsesAaih4nf i. Tdmbo Ill. P.E. ReproduRien at this ddccmeri; id any fmm:ispa di5iled without the rrm€n perm!sron from A Raat Uessrs- Anlleny I. Tombo Ill, P.E. Zt Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0212072 VVRCSSIIDT A06T Hip 1 1 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:41 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-3 Fn0Y9LykO_P4EeGwL3kHGUtNpJrgp2wrftl 2GzxQc 0 0 8-5-15 15-4-0 17-0- 24-10-4 33-0-O 41-6-1 50-0-0 51-0 0 0- 8-5-15 6-10-1 1-8-0 7-10 4 8-1-12 8-6-1 8-5-15 0- if0 5.00 12 5x8 11 2x4 II 2x4 11 5x8 = 20 1916 2t 2ts 17 It, 2a 15 14 13 4x6 W144.11 on 5x8 = 3x8 — 2x4 I I 15-4-0 6-10-1 24-10-4 1 33-0-0 r 41-6-1 9-6-4 8-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.22 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.41 17-19 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 13-26 999 240 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. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 6-19, 6-17, 8-17, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 227/0-8-0 (min. 0-1-8) 19 = 2643/0-3-8 (min. 0-3-2) 11 = 1249/0-8-0 (min. 0-1-8) Max Horz 2 = 122(LC 17) Max Uplift 2 = 120(LC 12) 19 = 567(LC 9) 11 = 332(LC 13) Max Grav 2 = 319(LC 23) 19 = 2643(LC 1) 11 = 1275(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-135/602, 3-4=-531/1038, 4-5=-516/1180, 5-6=-383/1126, 6-7=-808/661, 7-8=-808/661, 8-9=-1409/956, 9-10=-1518/926, 10-11=-2477/1466 BOT CHORD 2-20=-520/262, 19-20=-520/262, 18-19=-595/633, 18-27=-595/633, 27-28=-595/633, 17-28=-595/633, 16-17=-459/1311, 16-29=-459/1311, 15-29=-459/1311, 14-15=-1197/2236, 13-14=-1197/2236, 11-13=-1197/2236 BOT CHORD 2-20=-520/262, 19-20=-520/262, 18-19=-595/633, 18-27=-595/633, 27-28=-595/633, 17-28=-595/633, 16-17=-459/1311, 16-29=-459/1311, 15-29=-459/1311, 14-15=-1197/2236, 13-14=-119712236, 11-13=-1197/2236 WEBS 3-20=0/321, 3-19=-859/687, 5-1 9=-240/316, 6-19=- 1902/1055, 6-17=-1021/1774, 7-17=-557/490, 8-17=-706/431, 8-15=-219/604, 10-15=-1014/804, 10-13=0/371 NOTES- 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=16ft; 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) All plates are 3x6 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=120, 19=567, 11=332. LOAD CASE(S) Standard Dead Load Defl. = 3/16 it 4x6 = 50-0-0 8-5-15 PLATES GRIP MT20 244/190 Weight: 261 lb FT = 0% W`¢ria{-tlnse ASnryM n+iw ne':I TOG laESuf;iEtlEN;S EFDHAi ifiYiE t7IwillrgSNSrn, DCI; Ofpe 69Fer Wer rnsi s: !gn Ds vad'IDt).d&htkaT 1. r—Itprlein>ace56nt xErevr rhirs>etk+Hse deiet ee lie top, alit AT mprt idixsdhrnerehaa dtaerxsDsgFp •Ee pemEpex:Gns i etDDrp.;nnn«mus:e apd:irmnv lespetrirybrt p :e=rrssh nthnrrnned tnr t.r anp n.lrti nfiees;snMun MthonyT.TonboIlI,P.E. art dhsL 6e'le esia s7ee.Aildt dia9 .k-Jrnn D:ax d g>nuileblery0 -nss. Fs ae odmdne lt(,He ISr tde bm. wm!18rq nk wdl -i rregxt dnr IDD eN np 6dhsrdtte rrts, ial etytaMl7 Wires• enllet R.r urd,aea t. . t$nsnDAd z Tornb rceE a g,eil¢ nae>.Dxar .ueN<ss+t.4.1,Ion aeattesrhe sds.0m,ONWN!q(e F-dn'I'oe.mm "pa4imedayIMnod 5111 rd—edW pmrift.d re IF. la nsi 4451 St. Lucie Blvd. r%.- m load ks,.no-Dd q.re9» e n warns h eu ran - e,Nr-t n. ruts [ upr -yarn , rct to: W4,1-pr. rr IF- Sim. FnI . 0 aor uua}. Fort Pierce, EL 34946 topyrght S72QI6 A-t Raol Trusses -Anthony i. combo lil, P.E. Reproduction of this docemeel, in any form: is prohibited without the writlen permission from A-1 Roof Tresses - Anthony 1. lDmbn III, F.f. - Job Truss Truss Type Qty PIY RYAN HOMES / SEASIDE v1 WRCSSi DT A07 Hip 1 1 A0212073 e 1 I7....f T.. r...-e o:....... 4 Job Reference o tional 1 ion o.a , ucsryn(wa Rruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:42 2018 Page I0: P42uXRd_Kj21 g P?afFS_28yAdrr-XS LPmVMaVi6GiODS U3bzq U 15xDecPMs44JcaaizxQc006-6-6 12-9-11 19-0-0 25-0-0 31-0-0 37-2-5 43-5-10 50-0-0 51-0 0 0- 6-6-6 6-3-4 6-2-5 6-0-0 6-0-0 6-2-5 6-3 4 6-6-6 0- 5.00 F12 5x6 = 3x6 = 5x6 = 7 s 18 ,r 16 ca rJ 14 4x8 3x8 MT20HS= 3x8 4x6 = 3x8 3x6 = 3x6 = 3x8.MT20HS= Dead Load Deft. = 518 it 4x8 = 9-7-1 19-0-0 31-0-0 40-4-15 9-7-1 9 4-15 12-0-6 9-4-15 To MONO9-7-1 Plate Offsets (X,Y)-- 2:0-0-0 0-0-4] 14:0-3-0 Edge] [6:0-3-0 0-2-4] [870-3-0 0-2-4] [10-0-3-0 Edge] 12 Edge 0 0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.73 16-18 824 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 1.36 16-18 442 180 MT20HS 187/143BCLL0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.43 16-18 999 240 Weight: 262 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-16, 9-16 M,,Tek recommends that Stabilizers and required ss bracing be installed during truss erection, in ordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 12 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 135(LC 12) Max Uplift 2 = 459(LC 12) 12 = 459(LC 13) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4541 /2797, 3-4=-4237/2600, 4-5=-4154/2612, 5-6=-3311/2129, 6-7=-2999/2043, 7-8=-2999/2043, 8-9=-3311/2129, 9-10=A154/2612, 10-11=-4237/2600, 11-12=-4541/2796 BOT CHORD 2-20=-2440/4154, 19-20=-1969/3573, 19-27=-1969/3573, 18-27=-1969/3573, 18-28=-1595/3144,17-28=-1595/3144, 16-17=-1595/3144, 16-29=-1971/3573, 15-29=-1971/3573,14-15=-1971/3573, 12-14=-2448/4154 WEBS 3-20=-408/458, 5-20=-248/564, 5-18=-776/676,6-18=-504/968, WEBS 3-20=-408/458, 5-20=-248/564, 5-18=-776/676, 6-18=-504/968, 7-18=-433/221, 7-16=-433/221, 8-16=-504/968, 9-16=-776/676, 9-14=-248/564,11-14=-408/458 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=459, 12=459. LOAD CASE(S) Standard 8.a { fl edwerykhr xan'.I Qa[ MKS, PSE[fEt 46FMRA T[hwts SJR`IrrrRt lJiln4 Srrl .A]Ardfi£Yf!>`hfa Yritr 4 pgnmehrs ml rek rotes vtus irvss:s,s'rerag'ILsiudtkl Meml1. ao ig. i.F [etun:e Skate d en hla•ehuvs shhe Ikm®, m¢ stile: euxl ry:Ce Ilx; >t In tle iE-0aM rt t,rir fl sne Fra ><;i. sp letmFj .nestlacee TOD"g•sensaaw Ia.e dtle ptessnnl.0-4 esEx:addrin rh n Jr's,aLl:i .as¢Mnik Too ad iw r'IL lteaspe ptius.r erf s. fMuih, Anthony T. `Iem3G III, P. E. wl edhrs inxue artily isM sgo .A lite dM9ran hs 0—', our .a gain Mt Gdecg kuper, mlrtuahteihe lgf he&,.a N lore Wig was Wl t. Gegxorr tflh 9A levr lulls the xs iaiN arP: g,iw: filler W ; aed h .FsmiSdrd n 80083ttaa.dMg,eszaer a(mEttWe ,d We; sa Ale Be ICD a,l he pawns sa gait ate a Ime(ertyae>I sd•Ir k'amaA EC.hyal'M%l I%. fitCa aerrinre Nhr; al gsdwt IF I 5rxs is resp+sro ihrs udiAes ohs F. ssUe.!.,irss ur:}v;vgiaeu rrn e,s #,ardxdrw: mess u'k:rei.eiohui kyo:ulrel.y tsd ynnoatug atoll [uses mrrri laz En:s Cxsiga.aghrreskLt k. S. ilgC siget.nin,s Sfsfeu.aairwr of aahhg. all al.i Wh.nf na os a>taaiuifN. 4451 St. Lucie Blvd. Fort Pierce, FL 34946opyrghiV2016AIRoofTrusses- Anthony 1. fambo III: P.E. Reprodutticn of this doament; in any form, is pmkibiled Without the Written permissnnfrom A Roof Tresses- Anthony T. Tombo 111, P.E. Job i Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS10T A08 Hip 1 1 A0212074 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:43 2018 I age I D: P42uXRd_Kj21 g P?afFS_28yAdrr-OevnzrNCGOE7JXoe 1 m6CNha F3d?58gDDJzM879zxQg 0 013-10-11 21-0-0 29-0-0 36-1-5 42-6-13 50-0-0 51-0 0 1-0- 7-5-3 6-5-8 7-1-5 8-0-0 7-1-5 6-5-8 7-5-3 1-0- 5.00 12 5x6 = Sx8 = Dead Load Defl. = 112 it 6x6 4 2x4 3 T W3 W W3 6x6 7 2x4 8 1 17 16 24 25 15 26 1413 27 12 2$1 4x6 = 3x8 = 3x6 = 3x6 = 4x6 = 4x6 3x6 = 4x6 4x6 = 10-2-3 21-0-0 29-0-0 39-9-13 50-0-0 10-2-3 10-9-13 8-0-0 10-9-13 10-2-3 Plate Offsets (X Y)-- 15:0-3-0 0-2-4] [6:0-5-12 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.50 15-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 1.00 15-17 603 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.23 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 13-15 999 240 Weight: 258 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 7-13 MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 9 = 2060/0-8-0 (min. 0-2-7) Max Horz 2 = 148(LC 17) Max Uplift 2 = 476(LC 12) 9 = 476(LC 13) . Max Grav 2 = 2060(LC 1) 9 = 2060(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4489/2768, 3-4=-4208/2631, 4-5=-3115/2054, 5-6=-2805/1989, 6-7=-3114/2054, 7-8=-4208/2631, 8-9=-4489/2768 BOT CHORD 2-17=-2399/4097,16-17=-1935/3486, 16-24=-1935/3486, 24-25=-1935/3486, 15-25=-1935/3486,15-26=-1352/2811, 14-26=-1352/2811, 13-14=-1352/2811, 13-27=-1937/3486, 27-28=-1937/3486, 12-28=-1937/3486,11-12=-1937/3486, 9-11=-2407/4097 WEBS 3-17=-415/468, 4-17=-290/676, 4-15=-876/747, 5-15=-364/784, WEBS 3-17=-415/468, 4-17=-290/676, 4-15=-876/747, 5-15=-364/784, 6-13=-365/820, 7-13=-877/748, 7-11=-290/676, 8-11=-415/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(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 100 lb uplift at joint(s) except (jt=1b) 2=476, 9=476. LOAD CASE(S) Standard ate -Huse ttargEdr =m*ae'k-lagC'is4S"v-i 1EFlEP j:6Epsf:E lEtldSar7aH[IraSCtLt0a1;'trra'"G[a11CM3EMfdr lem. Ye df dtJµµraaneisaa uni mies nitls rmxf >P:lnina 1Uai eAM1z aeM pLlnn'n'1 PEadnu;eS4eH be4 e e:a gelr..dkn 7ze smea se lk ig0. a wtee:eerxm,pce udlxnel in lie renal nla. kselmcDnµbp— r.sp-hrE+nn. he-1 eer TOO repe;eets m«mpte;e a Reµnusired enp eg pasltuiq* onits :Pa ft'mle rrs 60d u nnao-w nxr r?I 1, tte d"M'—pkr lo'd'i eana,,.rsl1u! Anthony T. Tom Jo III, P.E. eai doniros'w GleigisM1 y ,kidrdMs7 eea,tf~7wmuRaar44 g luM1eHllegDnicw,a3eud t Zilett(.aeu; ailei eaadrgo Mt i ikegreredM1eIDBnaesfhnarctdhe'rxs,nl.e MMF1..Cree. hlld adtrmi .Se'hc.e,µmaaiuf 3 80063 dxaar f esgv eN(uea ar ;a d a n .n<leo uaefr nrermar.ndn,dl w-une[ p asdaraammms ¢vf prHisE sytn,aa,tta ere dem l 3 Ig.e,e n,l«Sas an,esp+s aanes era a:a:e a<dar ,-onsi rn r .,.e.P,pmer ma tns, a.duw,ec en 4451 St Lucie Blvd. vs.. tse er,4ezaita.ntw1q A Wu n wliq h Oµrneeim5!af rti tnx Etrp lfaeer., NET 5a Wit; f sipnr, ate,e sr'nzm Eafnen 0 TM441, 01-nm ed ta, na es i4mi in tPl l_ Fort Pierce, FL 34946 opyrighl07016AiRoof Tresses- Anthony 1.Tomholll,P.E. Repioduttion of this doamort, in omy form, is piobbited without The wthilen permission from A I Roof It uises -Anibity 1. Tombit Ill, PA, Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT A08T Hip 1 1 e A0214075 Job Reference (optional eSlgrr`,a rruaa.weal mun. a. 12u s Nov 12 2u1 r Print: 8A2u s Nov 12 2011 Milek Industries, Inc. Mon Jan 8 12:48:44 2018 Page ID:P42uXRd_Kj21 gP7afFS_28yAdrr-UgS9ABNg1 JNzxhNrbUdRvv6OD1 LCtC7NXd5hfbzxQg007-5-3 13-10-11 21-0-0 29-0-0 34-10-0 41-9-3 50-0-0 51-0 0 0 7-5-3 6-54! 7-1-5 8-0-0 5-10-0 6-11-3 8-2-13 -0 5.00 12 5x8 = 5x10 MT20HS= W8= - 21 20 16 15 14 13 3x6 = Sx6 4x8-= Sx1.0 — 3x6 = 3x4 = 3x4 = 6x8 = 8x10 = Dead Load Deft. = 7/16 it 4x8 = n1-9--14 21-0-0 29-0-0 3 -0 033-10-03 1 -0 41-9-3 50-0-0 Plate Offsets (X,Y)-- 10-9-14 10-2-2 8-0-0 -0 3-10-0 -0 6-11-3 8-2-13 2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-5-12,0-2-8], [7:0-7-0,0-2-4], [9:0-3-0,Edge], [11:0-0-0,0-0-4], [13:0-3-8,0-2-12], [15:0-0-0,0-1-8], [17:0-6-0,Edge], 18:0-4 4 0-2-8j [20 0-0-8 0-1-8j 21:0-4-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0A2 21-23 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.87 21-23 692 180 MT20HS 187/143BCLL0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.28 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.44 16 999 240 Weight: 289 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B5: 2x4 SP No.2, B3,B6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6,W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-0 cc bracing. Except: 10-0-0 cc bracing: 18-20, 15-17 WEBS 1 Row at midpt 5-21, 18-21, 8-18, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2076/0-8-0 (min.0-2-7) 11 = 2087/0-8-0 (min.0-2-7) Max Horz 2 = 148(LC 12) Max Uplift 2 468(LC 12) 11 =-462(LC 13) Max Grav 2 = 2076(LC 1) 11 = 2087(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4517/2759, 3-4=-4182/2542, 4-5=-4045/2565, 5-6=-3160/2041, 6-7=-3201/2134, 7-8=-3523/2228, 8-9=-4375/2682, 9-10=-4463/2658, 10-11=-4562/2696 BOT CHORD 2-23=-2392/4126, 23-30=-1899/3512, 22-30=-1899/3512, 21-22=-1899/3512, 17-18=-2101/4061, 14-15=-118/258, 13-14=-118/258, 11-13=-2329/4141, BOT CHORD 2-23=-2392/4126, 23-30=-1899/3512, 22-30=-1899/3512, 21-22=-1899/3512, 17-18=-2101/4061, 14-15=-118/258, 13-14=-118/258, 11-13=-2329/4141, 7-18=-475/920, 8-17=-341/765 WEBS 3-23=-450/498, 5-23=-265/644, 5-21=-872/735,6-21=-202/483, 18-21=-1286/2692, 8-18=-1173/822, 10-17=-195/252, 10-13=-404/380, 13-17=-2234/3924,6-18=-234/666 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=468, 11=462. LOAD CASE(S) Standard ftin N -e Narykr rie'.1 RCC 1[4S i,"iiuEty5Egl5€IEIYSa rJFrlDf%<!<En4 "BEfr :ArAf,Y fit-UF'I hme5 rtr@ip ksrtaeterz a@•ek asks lai irvf r;::ga'a-ry'Ir>riuA tFe@RrrG 1. iaxa 7;f Elrlern;rSk>•t x'rr a;e lkles. ett«w se shkenlEr iDD,ulrWi- rags well tnntlfiCGbb eD! R,rir D•sq Ertin "ie i ir,bf ,titsufe—y TH rtp"rrs —ni bprkssiteI'tautmS E .ikflD.b!d er,¢isED¢iallsi.s @eakhentkfiDDrlynlri'11 Itxdesaa Pas, 1"I Minus - hkGC,r QfithoftyT. Tombcttt, P.E. aal url f/6 iv,s?P lrieiq' Her>se kla-d1 Ow Mn Jwur ;Cara 4 mrinil bileryD suu.a@e neteHdge id[ tae l6E na tkf kaa Cr iaq rn aAl I. ieQxerr aflle iGD Tray Dell ell' ns shoe gt1f dbn ualld nQEr iy, pbryr peasdr.?; rf Tomb Dx6 d'y rs gmr aS (art W IeNf-s eA nikc lCDMlr rrlr[es 7a@# (er sdlitl tf lrrtia..q srfrlr lvMmrtin-rfAlr M-sr @qIM. @ K ce rtfera Mkr@ rrf gridnrv. mHO.'in-'rar mints vAd:C:es Dtl sDeveen, iress.r.ga n@iner and e,s tlnaltth8er, fn essrbu.isr kfind br r:nMal ajrKdalni wnmr br tD rrrhslmalr.l. rbr In,s Cxsip -agiaex., SC7 "asril#q [2si r. rriT„Sfskn.giteu dsrrya N®r. @80083Dnp,a inner sx=as@et iniMl. 4451 St. Lucie Blvd. Fort Pierce, FL 34946tbpyrgMVlDl6A-1Roa!Trusses -AnEhaDyf.iamSoIII.P.E. RepmEurianofMi@dommerainany firm. ispsnki6Bedu rthoutfken siilenpermission immA-1Roof Uessas-Antloayi.lom6o-Ill, P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE vl t WRCSS1DT A09 HIP 1 1 A0212076 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 14:00:48 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAd rr-tikphji7js8ShCxtvbCQ91CO036L?pLq rMXV PzzxPc 0 0 8-1-3 15-3 4 23-0-0 27-0-0 34-8-12 41-10-13 50-0-0 5 -0 0 1-0- 8-1-3 7-2-1 7-8-12 4-0-0 7-8-12 7-2-1 8-1-3 1-0- 5x6 = Sx8 = 5.00 Ft2 Dead Load Dell. = 1/2 it os 1 }`i 120 19 2b 18 2/ 17 1b15 Ltf 14 2`J lJ 48 3x6 =-5x10 MT20HS= 3x8 = 3x6 = 5x10 MT20HS=-3x6 =— — 4x8-= 5x6 WB= 27-0-0 38-2-2 4-0-0 11-2-2 LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.58 13-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 1.09 13-15 550 180 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.37 15 999 240 LUMBER - TOP CHORD 2x4 SP M 31 'Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* B3,B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (2-11-10 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-15 REACTIONS. (lb/size) 2 = 2167/0-8-0 (min. 0-1-13) 11 = 2167/0-8-0 (min.0-1-13) Max Horz 2 = 170(LC 12) Max Uplift 2 _ 517(LC 12) 11 = 517(LC 13) Max Grav 2 = 2167(LC 1) 11 = 2167(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4660/2922, 3-4=-4270/2668, 4-5=-4110/2694, 5-6=-3060/2080, 6-7=-2739/2017, 7-8=-3058/2079, 8-9=-4111/2695, 9-10=-4270/2668, 10-11=-4660/2922 BOT CHORD 2-19=-2525/4252, 19-26=-1948/3527, 18-26=-1948/3527, 18-27=-1948/3527, 17-27=-1948/3527,16-17=-1286/2737, 15-16=-1286/2737, 15-28=-1950/3527, 14-28=-1950/3527,14-29=-1950/3527, 13-29=-1950/3527, 11-13=-2532/4252 WEBS 3-19=-523/579, 5-19=-305/765, WEBS 3-19=-523/579, 5-19=-305/765, 5-17=-1032/864, 6-17=-467/811, 7-17=-253/259, 7-15=-467/810, 8-15=-1033/865, 8-13=-306/766, 10-13=-523/579 NOTES- 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=16ft; 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 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2 and 517 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 266 lb FT = 0% Suaies-tket Maz.ty rniz+ikt'k l t7Ai 1R4SS3{iE!!€W.b6Ek7A'IE6L'3SOhdrIC:3S t<tpkt, SiYGI^,AiIIXC'fic'£YiK{'ixsv YertY de4g paaeelersmd rtad Mzsntuz[ms it;:q 6tw7y Qrd'ax4lk Aelkasl Etzxiu l9.Pf.lelxa¢S1tul A:fnz ce lhle;>dsxvist sgkin Nt iDD;ez!7 dNlei:tue:lxpet sAdl ke atd la ttt lCU fi It 5d A, 1 st 9 E"d ., speiem Eastzze lased ueae t6P rMuseits es—ft.. dto pdessieed'sto xigr spxtikltit. br lke ksiysd Mes sl i s eenieeaxnt7f10 n1 zkr Pll lMd R sdnz.hrtvg wdzes, mhk:lin Anthony T. Tornbc, 111, P.E. and ted islro s+z: ki ldkg?d v.idilardha wanan JvRlseANNaR+dwXt4ile she ssx,u4uawtdlx llL+tlt: aet tle imo. Epldrg nzz vAlsl-i thtepuerddtht zd ert hdl dHe ad nay trAr'y. tereeermlldze eri boors iaP De M..t:pnsnetrd 380083 tt t-'.duy:n>.se W(aAxar-0w1 sdeAlnikt 11311.1m F'xntsmd 111 sdtk 1'd' r"-w Sol!Mxstdix"tS1tpzGliW Sp In xd SM xe"It-edl pmalsad . .I iett-su, rtpuk.W eNik" d It, I", Utsisxx,ims a yz hyrax and lre,s d>walnhrn .a ess :' 4451 St. Lucie Blvd. eb.. n.z azfixt bio!zmral asrxd nre vnlias Er di pxhes w,wt.d. tiz lnsst up sfeex,ACt 4.&ri&yhtiper.xlm:,Srsha Easnerr d ory kdtlbl, tp opnativ., iu. us MEedwflm1. Fort Pierce, FL 3494641 (upright tool Trusses Anshan Liti.bo Ill,P.E. Reproduction of this doremea in cn form..is ahibited without the writlen pet from A I Roof lasses- Authon• 1. lomba 111. P.E. P1T19 Y P Y P P } Job Truss Truss Type Oty SEASIDE v1 WRCSS1DT A10 COMMON 5 r7RY_ A:N1HiOMES A021?077 ob Rence (optional) 00 ,,c,, -1. 1-1e1U , rL ovavo, oeslgnraaltruss. com 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 14:00:55 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAdrr-A2fS96oW401 S 1 GzDpZg3xD_YAtU182RsSykN93zxPcl 0 0 7-1-12 13-8-2 19-8-6 25-0-0 30-3-10 36-3-14 1 42-10-4 50-0-0 5 -0 0 1- 0- 7-1-12 6-6-6 6-0-5 5-3-10 5-3-10 6-0-5 6-6-6 7-1-12 1-0- 5x8 = 5. 00 F12 16 t 4x8 = 3x8 MT20HS= 3x8 = 3x6 = 10- 0-01 19-8-6 30-3- 10- 0-0 9-8-7 10-7 io 14 -- ry 4x6 = 3x8 = 3x6 = 3x8 MT20HS= 40- 0-0 4x8 = Dead Load DeB. = 1/2 it LOADING20. 0 SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.63 14-16 954 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 1.15 14-16 520 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.24 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.45 14-16 999 240 Weight: 271 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD 2- 0-0 oc purlins (2-9-2 max.) Switched from sheeted: Spacing > 2-0-0). BOT, CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 1 Row at midpt 6- 14, 7-14, 8-14, 6-16, 5-16, 4-16 REACTIONS. ( lb/size) 2 = 2167/0-8-0 (min.0-2-9) 10 = 2167/0-8-0 (min.0-2-9) Max Horz 2 = 184(LC 12) Max Uplift 2 = 532(LC 12) 10 = 532(LC 13) Max Grav 2 = 2167(LC 1) 10 = 2167(LC 1) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4743/2998, 3-4=-4429/2827, 4- 5=-3445/2306, 5-6=-3440/2495, 6- 7=-3437/2495, 7-8=-3442/2306, 8- 9=-4429/2827, 9-10=-4743/2998 BOT CHORD 2- 18=-2610/4334, 17-18=-2072/3662, 17- 25=-2072/3662, 25-26=-2072/3662, 16- 26=-2072/3662, 16-27=-1168/2527, 15- 27=-1168/2527, 14-15=-1168/2527, 14- 28=-2074/3662, 28-29=-2074/3662, 13- 29=-2074/3662, 12-13=-2074/3662, 10- 12=-2618/4334 WEBS 6- 14=-903/1317, 7-14=-373/437, 8- 14=-800/690, 8-12=-327/657, 9- 12=-462/518, 6-16=-903/1322, WEBS 6- 14=-903/1317, 7-14=-373/437, 8- 14=-800/690, 8-12=-327/657, 9- 12=-462/518, 6-16=-903/1322, 5- 16=-373/437, 4-16=-800/690, 4- 18=-327/657, 3-18=-462/518 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 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 532 lb uplift at joint 2 and 532 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 311iq Ntne Nanghasraitvnt'II ROOeIddA°i'iEt[6'j; EEprtlE IEWSEr){CApfgS O1S109 t'3Grsi'; S;EpP _#,pFA firs YerkAdesge {easddcatttd m7tsuhis iw;, 4 P IvaA;lU9sW9e EdGsrn i_lerht!!LPEldntl:eSErd s?f•t ems. hlrs•dMrvdst snlein th wr , , tjoks nx.ga nfre-0aln t,n D PE ace; ie._S!r-mEgiueyttesaln IDDayt;anfrtaregtaedrtegtdrsaMAigsaa-{ nifekdtlxWlhkcPdl R:a t tewh tlnilD9ltl+.mditr d_t{ asqusslapltt, I 'tjre.q ,.a00,10 AnthonyT. Tembc III, P.E. Wefdlisimsa41kqtlfrwrttld{ONN 140—,o:4.it IdW. 6, WIt"; D."'.4urkrfd It, li( heV Or kroo' e;ak adiPl ad R+gprd&T9D efrii f( dt'r ""Mmgts%h; firer iiulld uk Wuy NN Se'k i.ryasSsT, of t$0mb r.Wqu =W( ..:11dfsd0.N l99laf Mi¢ta swd gfikl' All {tf e( Peed sd 1, Ila n-ELIiPN-fteE aPifled>t(t aaln Nt ge. Igeidn tP IkSrasAt resPasix i6rs WdtA"e aka t. s9rvun,E. ss,. .:PEfgmu mllm,s Maldnlun,wsss f9IXY15t idae/{( a.uittai tg.ad gn vning QY dlPWt" d. Ala gry,t rk P'tgIP1IX t60 {'ti...Itdgg [kJpvf.IXr +Slrtr!s.tgiltft r T( ,inag. maintadn,. IX os Mud it rnl_ 4451. St. Lucie Blvd. Zt oprtighA islDlfiA -Anthony i. ToTombs,lil, P,E. Reproou¢ion at this doamenU is any[otm, is pohbted without the written permission from dl Roof Ueues- dnfEoat•i. iom6e lll, P.E. rort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE vl WRCSSIDT A11 Roof Special 4 1 A0212078 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:46 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-QDavbtP4ZxdhA?XDjufv_KCn Iq?aL4Gf?xaoj UzxQg r-11 25-01 30-7-8 34-11-12 41-11-10 50-0-0 51-OrO i-1 4-4-0 6-11-14 8-0-6 1'010 5x10 MT20HS= 5.00 12 Dead Load Defl. = 1/2 it 20 -- 3e 15 131Z 199 6 24 1 23 21 17 16 14 4x8 =. _ 3x6 = __. -- _ . 3x8 MT20HS=, , .. 7x10,= 2x4 II 8xlo.— 3x6 = 6x8 = 4x8 Sx8 = 3x4 2x4 II 3x4 30-7-8 34-11-12 8-9-5 18-10-15 28-104 30-01033-10-0 41-11-10 50-0-0 i 8-9-5 10-1-10 9-11-5 1-1- 2 3-2-8 1-1- 22 6-11-14 0- 7-8 Plate Offsets (X,Y)-- 2:0-0-0,0-0-4], [10:0-3-0,Edge], [12:0-0-0,0-0-41, [14:0-3-8,0-2-121, [16:0-0-0,0-1-8], [18:0-4-4,0-5-41, [22:0-4-4,0-4-8] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.51 20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.04 20 575 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.51 20 999 240 Weight: 310 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 134: 2x6 SP No.2, B5,B3: 2x4 SP No.2 B6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W11, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5- 4-0 oc bracing: 7-22 10- 0-0 oc bracing: 22-23, 16-18 WEBS 1 Row at midpt 4- 24, 6-22, 14-18, 8-22, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2077/0-8-0 (min.0-2-7) 12 = 2089/0-8-0 (min.0-2-7) Max Horz 2 = 175(LC 17) Max Uplift 2 = 498(LC 12) 12 = 491(LC 13) Max Grav 2 = 2077(LC 1) 12 = 2089(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4682/2925, 3-4=-4349/2675, 4- 5=-3400/2200, 5-6=-3323/2223, 6- 7=-3033/2036, 7-8=-3029/2040, 8- 9=-4522/2922, 9-10=-4416/2765, 10- 11=-4547/2741, 11-12=-4584/2758 BOT CHORD 2- 26=-2578/4294, 26-33=-2066/3657, 33- 34=-2066/3657, 25-34=-2066/3657, BOT CHORD 2- 26=-2578/4294, 26-33=-2066/3657, 33- 34=-2066/3657, 25-34=-2066/3657, 24- 25=-2066/3657, 23-24=-256/37, 22- 36=-1734/3425,19-36=-1734/3425, 19- 37=-1734/3425, 18-37=-1734/3425, 12- 14=-2390/4164, 7-22=-1229/1941, 9- 18=-319/376 WEBS 3- 26=-424/485, 4-26=-198/581, 4- 24=-759/653, 6-22=-604/538, 14- 18=-2252/3970,11-14=-449/404, 8- 22=-1104/853, 8-18=-821/1337, 22- 24=-1439/3126 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint( s) except (jt=lb) 2=498, 12=491. LOAD CASE(S) Standard hmq 11",'Av.o'lvn+fle'.W tololtMES'SEttH'i: Waist UmaDORM 015104?-tdf.-1^:„;KinDdEDumidr Mn.V,!odesip 1—fts Miwd xtesx Ids T., arsry Cx 4101)u!dfWWI 1.1'..ld,1`1 Idmfa:eAtd sf!ttf us. tldn, di"- Iplfd ee IMTail. adf kilef' fex;hi AoRi vedxnflln de rCUpla,did.k;flessa sgf[saax re sr;km Egieeei Aesnlnr i0a•epesmsaaapm;fdtle pdnsued fgkrdiq n:rye ilAurMMe :gedt&sn e1•r:, apexeNnf IDofd dfr[.111beesipusf.rna;lmgr merf .wrd hn Anthony T. Tombo 111, P.E. W • u dmnlrosstt kleigi gf sr[11it1dtaeD n. rtfJ ae-s eR rryg•n tle 4ikigd fae -:k ndealdfie ltf.lk dE wl tle N,d cau eelfl 1, tae. qve W1.11aei eq 1.11 rsf dl#Im,, iml egt dl y;-'r.•gf iamlldue reQ beuq lied ea 5e rquiandld =80083 tn Fq:esgni H(xaA :dW dnudf tcdwn pxn ord er dMlau:el rtryxd ldJ; d.. ;i(AtpEfSkdt}I pd tlpfld q:lMjpdt YAle rlen5¢S if tN bsd,af l%:eSREI Is M", I•ess a,ipipsff h,s,aexa1.f.W- 4451 St. Lucie Blvd: elsni, e rcheN if aEMelgrfed qn n,r ilut tl rdtWes wadrel. W 1—rmdin npeex is Kai 3eW*q r><,g—.I- Sfdev Egneu deal izNul_ ad sqn ned:rnsmes ddadatnl_ port Pierce, FL 34946 opyrish1V20I6AItool1rosses Anlhonyl.lombolll,P.E. Replodndiononbis doumni; in any loan: is piohlbiled withoal the nriflen pnmission from Ad Roof Tresses- Anflosyl.lombollLp.l. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1DT Al2B Hip 1 1 i A0213079 Job Reference (optional) Al Moot Trusses, Fort Pierce, FL 3494B, oesign(a_)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:47 2018 Page ID: P42uXRd_Kj21 g P?afFS_28yAdrr-uP81pDQjKElYo96QGcA8XXky7ELS4ZtpEbKLGwzxQc 0 7-3-2 14-11-12 23-0-0 27-0-0 34-10-0 41-9-11 50-0-0 5 - 1-0 7-3-2 7-8-10 8-0-4 4-0-0 7-10-0 6-11-11 8-2-5 1-0 5.00 F12 5x8 = Sx8 = Dead Load Deft. = 9/16 it 2x4 3 T 3x6 5 4x6 G T 4 5 VJ3 2 114 4x6 2 4x6 8 9 W7 3x6 10 1 d, 12 W 10 1 1 v o 25 32 24 33 23 22 20 19 34 t5 14 13 o 3x6 = 5x10 MT20HS= 16 3x6 = 4x8 = 5x10 = fix8 _ 4x8 = 4x8 = 3x4-T —`-`- 3x4 = 2x4 II 800 = 2x4 II 11-3-13 23-0-0 27-0-0 30-0-0 33-10-03 -1 -0 41-9-11 SO-0-0 11-3-13 11-8-3 4-0-0 3-0-0 3-10-0 -0- 6-11-11 8-2-5 Plate Offsets (X,Y)-- 2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-5-12,0-2-8], [7:0-4-0,0-1-8], [9:0-3-0,Edge], [11:0-0-0,0-0-4], [13:0-3-8,0-2-12], [15:0-0-0,0-1-8], [17:0-6-0,Edge], 21:0-4-4 0-2-8j,[23:0-2-0,0-2-0] 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 0.72 Vert(LL) -0.62 23-25 >973 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.21 23-25 >497 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.46 16 >999 240 Weight: 292 lb FT = 0% LUMBER - TOP CHORD .2x4 SP M 30 `Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 135: 2x4 SP No.2, B3,B6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6,W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-" oc bracing: 21-22 7-9-0 oc bracing: 7-21 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-23, 6-23, 8-21, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2076/0-8-0 (min.0-2-7) 11 = 2087/0-8-0 (min.0-2-7) Max Horz 2 = 162(LC 12) Max Uplift 2 = 484(LC 12) 11 = 478(LC 13) Max Grav 2 = 2076(LC 1) 11 = 2087(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4537/2810, 3-4=-4137/2527, 4-5=-3974/2543, 5-6=-2960/1953, 6-7=-2948/2028, 7-8=-3290/2102, 8-9=-4330/2719, 9-10=-4475/2695, 10-11=-4561 /2719 BOT CHORD 2-25=-2445/4148, 25-32=-1866/3422, BOT CHORD 2-25=-2445/4148, 25-32=-1 86613422, 24-32=-1 866/3422, 24-33=-1 866/3422, 23-33=-1866/3422, 18-21=-2158/4093, 18-34=-2158/4093, 17-34=-2158/4093, 14-15=-154/261, 13-14=-154/261, 11-13=-2349/4138, 7-21=-492/901, 8-17=-320/804 WEBS 3-25=-507/564, 5-25=-251 /711, 5-23=-994/847, 21-23=-1087/2779, 8-21=-1383/992, 10-13=-399/374, 13-17=-2218/3918,6-21=-333/846 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=484, 11=478. LOAD CASE(S) Standard riweiy fleece 11antR'r ;zi;w ke'kl t00%1r4S5,i "SEtfO'p 6Epiilt IEttl; d (OF'C-0rID9<, iDSlny "tDf:l",n3Bf fit4l±fNi' las. 5rkr k<ip rummr.xi raM nnes n Wi, irv:s De; rriq;IDriu! ke lekeni i.leahv ID, PF.leln>.:zAe;F flue e:e. Deku erieiwise shk! se ke FUD; air 4iE urccm roes sotl1kositi. ke Moil! a lit. hteE t0 'gE enx' _Sm mEq kes 1 nt iDD np=.snn anpta:edke rrdasirnleryraeiq rnflr ilJilrk ken Qutka 4eElzl vst hNckdurte lDD d Mnt%1 ih /esgv ssvnpua kediq nhkn;""'ay oa/ uvlriislmsiw 4ileigiskr sur.lildrdkeD vu.ketlynrsnAni d lafwketrikryDesiu .aieeeNeAdkeli(.keCEMk krahvi6qukndigt ike dke?DDnlevrfklt.udke.rass,'.1ei t nNv.-aeae ir:hiltliunilre Anthony T. TOn1JOlII, P.E. q r q f., aq,a pakHi it 3 80083 t&r..Ml Design at (r+eJur ;1 vNe s9 rAuke lCO rH MpaTres al pdrr ,db IaHm fearsmA id:lr kneNin;ILi)pxli,td fr lA aN Silt ue efera;el kr lentil pitatt Ifl l«5ns ktegnn7i.ilk, u/1A:e of kolas Deuwu,r•as h,p irern din;sMaeiskru, w:<ss 4451 St. Lucie Blvd. rkuviss nM1ae lre(nkaE grted gnnwrimt 11vD 1dCn rcrdrd. lhr lrv,s iww$Eepunft[Cl kz Gdiq Drtiea trt;, SrmaErynw Aaq irNkr. ulauvuredmn, nzatAb;l i; iFFl. Fort Pierce, FL 34946 o ht 21116AItoalTrosses-Anrhon 1. Tambo ill, P.E. Re roducion of this dommeel, is to form: is lohibifed without the writitn permission lmm A-1 Roof Times- Anthony 1. Tomb Ill. P.f. PY''R r P Y P Pe ) Job b Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1DT A14B Hip 1 1 A0212080 e Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:48 2018 Page ID: P42uXRd_Kj21 g P?afFS_28yAd rr-McigOYQL5YtPQJhcgJ h N41H7Qelgp01 yS F3vn MzxQ j-0,0 BUNG 12-9-11 19-0-0 26-6-0 31-0-0 35-0-0 41-5-3 50-0-0 5,1-Or0 4-0-b 6-6-6 6-3 4 6-2-5 7 6-0 4-6-0 4-0-0 6-5-3 8 6-13 1-0 5.00 F12 5x8 = 3x6 3x4 11 5x8 11 3x4 11 Dead Load Defl. = 3/16 it cs 0 3x6 = 44 4x6 = 4x8 = 41 17 5x10 = 10 14 3x6 = 2x4 11 4x6 = 4x6 = 3x4 11 2x4 11 5x10 MT20HS= 2x4 II 9-7-1 19-0-0 26-6-0 30-0-0 33110-03 -0 0 11 5-3 50-0-0 9-7-1 9-4-15 7-0-0 3-6-0 3-10-0 -2 6-5-3 8-6-13 Plate Offsets (X,Y)-- 6:0-5-12,0-2-81,[16:0-3-8,0-3-0],[18:0-3-4,0-2-01,[22:0-4-4,0-2-8] [24:0-4-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.23 24-26 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 24-26 934 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.18 14-32 999 240 Weight: 287 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, 83: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. Except: 3-6-0 oc bracing: 16-18 6-0-0 oc bracing: 7-22 10-0-0 oc bracing: 22-23 WEBS 1 Row at midpt 4-24, 6-22, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1395/0-8-0 (min. 0-1-10) 16 = 2273/0-3-8 (min. 0-2-11) 12 = 499/0-8-0 (min. 0-1-8) Max Horz 2 = 135(LC 12) Max Uplift 2 = 369(LC 12) 16 = 384(LC 8) 12 = 224(LC 13) Max Grav 2 = 1398(LC 23) 16 = 2273(LC 1) 12 = 531(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2854/1852,3-4=-2544/1663, 4-5=-1596/1165,5-6=-1521/1187, 6-7=-1108/966, 7-8=-1106/959, 8-9=0/564, 9-1 0=0/525, 10-11 =0/414, 11-12=-546/499 BOT CHORD 2-26=-1561/2599, 26-33=-1080/1991, BOT CHORD 2-26=-1561/2599, 26-33=-1080/1991, LOAD CASE(S) 33-34=-1080/1991, 25-34=-1080/1991, Standard 24-25=-1080/1991, 23-24=-276/8, 19-22=-26/416, 19-35=-26/416, 18-35=-26/416, 15-16=-283/450, 14-15=-283/450, 12-14=-283/450, 22-23=0/277, 7-22=-436/384, 16-18=-1810/962, 9-18=-299/361 WEBS 3-26=-418/468,4-26=-252/606, 4-24=-778/664,6-24=-284/518, 22-24=481/1504, 11-16=-864/667, 11-14=0/368, 6-22=-411/277, 8-22=-633/1270,8-18=-1634/722 1) Unbalanced 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=369, 16=384, 12=224. Eso, kr-nn rnm¢!ar1 a.er•zim¢rin;ss:s;•rrur¢•Aeteitaureasaco vneasrnsrna;•e!rr:r•;frmrr;t utnris<n erlrtra rso d lr+r<d rab r::;Ae.evin;lor aebemrr,,1.lea+i¢.r.Lrdh;rss>ha a.<a:t!nir,:wr..irr,drirrn l¢¢,h Wlei[reechrrx!bswilxnellmlkiC¢ndrIasnlxurIUD "Fnors—Lxcd6epd'—I"tlrcaiyrnME44M4,the b . p0me'?Ill,,1k wntla/¢¢N.n4rt..91.The deup'—p-," Mr 5,ndoih Anthony T. Tomho 111, P.E. MIll d5.,1 km kidq isn esrrr.dAat d fu0 es,lb 0xaei sadin w y.da lk 11.04¢elwr, let "War. CAM ar Ne lud bll3hl oleWl l Ibegprlr dlk l¢¢wl rnfid rd He srns,rcW gENl:y, s#n-usnlldeMkrsag,vN le ie.r,pusn¢:ry d > 80083 Gzra!isxgksgef( raaM:7w1,1,10 tIce MMpctknodpldesdlxriNkelrrtpmd ddridxaduF;i[91rd1isk6lyInMiKAa fl—klapedgnimsnlaelas?klespeux+m ednsl,,,¢ni«Er,rr ss¢e;p;pa<rlsdia;suadarnal,,ess 44515tLucie Blvd. oder+ise fehM byu6dludapee4 nir enmS 1polrMnlmdrd. nr fns, rrslp-rpunkNOT d s A9.y¢e4m. leq u lessstdem'., d ug WmNlj Illuprel,d1mS. as eelud. MI Fort Pierce, FL 34946 opyrigh1(DT016A-Itooilrusses AnthonyT.1malmIII:P. E. Reptodumonofthisdocument,isonyform, isprahibiledwithout the wrintapnmissionfrom AIRoof Trusses- Anthony1.TombeIll;P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSiDT A156 Hip 1 1 A021y g081 Job Reference (optional) Al Root I cusses, tort Pierce, I-L 34946, designLNaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:49 2018 Page ID:P42uXRd_Kj2lgP?afFS_28yAdrr-goG2EuRzss?G1SFoO1DccygKe2lAYSu6hvpSJozxQl 1-0 8-6-13 17-0-0 22-6-14 28-0-0 33-0-0 35-0-0 41-5-3 50-0-0 1-0 0 8-6-13 8-5-3 5-6-14 5-5-2 5-0-0 2-0-0 6-5-3 8-6-13 -0 5.00 F12 5x6 = 3x6 = 3x4 II 5x8 7 0 3x4 11 Dead Load Defl. = 1/4 it 24 `'' 22 21 < u ' 17 16" 13 14 2x4 II 4x6 = 5x10 = 3x6 = 2x4 II 4x6 = 4x6 = 502 3x8 MT20HS II 5x10 MT20HS= 35-0-0 8-6-13 17-0-0 28-0-0 30-0-0 33-0-033-10-0 41-5-3 50-0-0 8-6-13 8-5-3 11-0-0 2-0-0 3-0-0 0-10-0 6-5-3 8-6-13 1-2-0 Plate Offsets (X Y)-- 5:0-3-0 0-2-41, [8:0-4-0 0-2-2], [16:0-3-8 0-3-0] [19:0-4-4 0-2-8] [21:0-3-8 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.24 21-22 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.51 21-22 819 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 24-27 999 240 Weight: 284 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-94 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except 3-7-0 oc bracing: 16-18 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 3-22, 6-19, 8-18, 19-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1396/0-8-0 (min. 0-1-11) 16 = 2295/0-3-8 (min. 0-2-11) 12 = 493/0-8-0 (min. 0-1-8) Max Horz 2 = 122(LC 17) Max Uplift 2 = 354(LC 12) 16 = 416(LC 8) 12 = 224(LC 13) Max Grav 2 = 1404(LC 23) 16 = 2295(LC 1) 12 = 523(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2798/1751, 34=-1856/1203, 4-5=-1746/1233, 5-6=-1617/1233, 6-7=-1040/888, 7-8=-1052/891, 8-9=0/518, 9-10=0/499, 10-11=0/388, 11-12=-526/493 BOT CHORD 2-24=-1443/2533, 23-24=-1443/2533, BOT CHORD 2-24=-1443/2533, 23-24=-1443/2533, 22-23=-1443/2533, 21-22=-25/294, 15-16=-278/432, 14-15=-278/432, 12-14=-278/432, 19-21=0/301, 7-19=-334/306, 16-18=-1830/941, 9-18=-236/294 WEBS 3-24=0/343, 3-22=-1001/813, 5-22=-95/391, 6-19=-689/464, 11-16=-868/671, 11-14=0/365, 8-19=-766/1507, 8-18=-1582/705, 19-22=-640/1255, 6-22=-75/265 NOTES- 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=16ft; 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 8MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10. Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=354, 16=416, 12=224. LOAD CASE(S) Standard Aorem- MeeseB-1101eerie+ht*.1'Itoe; IlMkii Tim GiNuttIEmE(omnctsosiogitrrt"e"er.Harr-form.YerifrhsipEa.adnsn+redMesnhisim:shrsPLT.viq;10[iorAI!e{elknrt.lexi.Ill;t.F.lelnn:eSkdW..a:eUelnsdknnseskkinINMho,ary PJTee neradn pres vdlanul br lle lCDaf rdil. :telrns heap Eed2ev le._SNIieln Eginm; lx I et IDDrepn mnatepa;cdDe pdeniml adraenq esm4kb M he rn.p d lta sad i eksichd n he TDD.*, Mn tell. It, ksyrnuapnr Iwdiq miters. seiMltm Anthony T. Tornbo III, P.E. ad . sdun. Ihrmkilmi.,ke sPrAl3M16! lW rdr.9..l +einnM Pelwfr,gDnmaaA-dW4InWha1K.46,ladbdequd val1.1 n T. e(heTOOriti-W.se finTens,Mal.engk.*..l h:n.- hlldead'aoof WIt$1nsPnhd:pd - 80083 Meet -day "''p,"A(W.W V.On i'AhikINuni0 por7 ssdp0 sdMlnldae(rageadsdthldaaeln i(SltMnlisMgTmoul (AatidntaNtatenedl.itm. RP iti—h-q-tniMfMdAe dheI'll.hesieea 1.essenp:,p-ondI+.,9-hulaa,n:ees 4451 St. Weie Blvd. rdrrviu celled tEu (unad mud gnavnligheD MaGtsa+tn/. /te En;sCa>rp btnea's NGl i. hktiq heupm.aLus Sinea Egeardmr wRaq. ellmh.iid tn.ms n=.n+darleRF1. Fort.Plerce, FL 34946 opytighl 021116 A-1 Roo]Trusses - Anthony T. Tombe III, P.F. Reproduction of this document, in any farm: is prohibited without the written permissionfr.. A IRoof Tresses-Aethony 1. Tomb. Ill, P.E. Job { Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 VVRCSS1DT A16C Hip 1 1 A0212082 f Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:50 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-I_gQRES bd977fcq?ykkr9AM WARS FHvgFwZY?s FzxQI j-0 0 8-6-13 1-5 0 21-6-14 28-0-0 33-10-0 35-0 0 41-5-3 50-0-0 51-0r0 i-0- MV 3- 6-5-3 6-6-14 6-5-2 5-10-0 2- 6-5-3 8-6-13 5.00 F12 5x6 = 3x8 = 3x4 II 5x8 = Dead Load Defl. = 3/16 it 25 24 C3 32 22 21 zU 17 16 TO 14 4x6 —_ 2x4 II 3x8 = 4x6 = 5x10 = 5x10 MT20HS= 2x4 11 4x6 = 3x4 II 41 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 0.55 Vert(LL) 0A5 25-28 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.36 25-28 999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.02 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 25-28 999 240 Weight: 273 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 131: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. Except: 1 Row at midpt 9-18 3-7-0 oc bracing: 16-18 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 6-24, 6-19, 9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1390/0-8-0 (min.0-1-10) 16 = 2289/0-3-8 (min.0-2-11) 12 = 501/0-8-0 (min. 0-1-8) Max Horz 2 = 108(LC 12) Max Uplift 2 = 340(LC 12) 16 = 451(LC 8) 12 = 228(LC 13) Max Grav 2 = 1400(LC 23) 16 = 2289(LC 1) 12 = 526(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2785/1713, 3-4=-2010/1316, 4-5=-1921/1339, 5-6=-1782/1306, 6-7=-1197/961, 7-8=-1197/961, 8-9=-1216/970, 9-10=0/482, 10-11=0/366, 11-12=-536/515 TOP CHORD 2-3=-2785/1713, 34=-2010/1316, 4-5=-1921/1339, 5-6=-1782/1306, 6-7=-1197/961, 7-8=-1197/961, 8-9=-1216/970, 9-10=0/482, 10-11=0/366, 11-12=-536/515 BOT CHORD 2-25=-1401/2498, 24-25=-1401/2498, 23-24=-782/1676, 23-32=-782/1676, 22-32=-782/1676, 18-19=465/359, 15-16=-299/442,14-15=-299/442, 12-14=-299/442,16-18=-1824/918, 9-18=-1736/939, 8-19=-425/385 WEBS 3-25=0/331, 3-24=-829/659, 5-24=-195/452, 19-22=-707/1579, 6-19=-645/386,9-19=-1065/2037, 11-16=-885/688, 11-14=0/368 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=340, 16=451, 12=228. LOAD CASE(S) Standard M1'sahl-{hest nafq{dy!e.ie*de11 toulvossb SHUT)6ERAtMa(0N4nNsrisin.sjW.1'6EI11DSi ENWItlr law. YriM Oesiy rxwrclast9l r damsnhis tmss u<siy D-iq (IF.iaslk Ashlt 1.T aMf.E. Eelnn:c56n1 k;+re r;e 4 k-fil—flea n Ne TDD: Wr na k,.", plrs40 k.4 ix df EDpl fNl. t,f httsO sge Ill;— esH.oy Egieee;;. sx sedxttr Too'epesfm.-son"dde pil-ied.;..{rnpasdea.lxM Lisp0fl"IlI l ss aeddeakdf TDD adr 4r M 1. Tk Mill is-fhe lkdq uns.ssm{dar Anthony T. Tombo III, P.E. W seddrc t+xs nrmkdeu{!,M1 yus lid-dfz0 It!daw;aAk wq svdf {.le!q Druau,u4eWeatd de liL dt M1. ffle lua 6rlea{cm W1M l_regvfddllf lDD al erttiN dtir.rns,i iprcg Finatef. ,'.r:n ,rclldua4kfd¢{,vNkYe f.ramdd{d 480083 de Gd {%'sue¢-a(knw4p. tl d ,etaAd 6,0 llh Firms, aMpll d(xrir urt;-dsd+Jr Miss st(!ne!df w;raw it R lil. i,!,,Iasik ilh,.ddAa0&,I.,,Dfsiae,I!assht ""gkncAl!.,V,Aa.w.,kess 4451 St. Lurie BIYd. A—%khieabrsrimed u{!W r'isauaq NfD{aknmdkf. To, tkssCnpflim ,NOT da{odiq Npw.-ta lass Stdem;a{!fefrrfpry u!II®g all krrc.rMranser. is idafaie Rbi. EOft Pierce, EL 34946 oppighf 02016 Ad tool crosses- Anthony I. Tomb III, P.E. Reproduction of ibis document, in nny form,isp!ohibited witho; the whiten pesmission from A -I Roof lmsses- Anthony 1. lombo 111, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE vl WRCSSIDT A17C Hip 1 1 A021?083 Job Reference (optional) Al Roof 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. Mon Jan 8 12.48:51 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-nBNoeaTDNTF_HmPBVSF4hNvdEriiOL6P8DIZOhzxQf j-OiO 8-6-13 13-0-0 20-6-0 28-0-0 35-0-0 37-0-Q 11 13 50-0-0 51-0r0 1-0 b 8-6-13 4-5-3 7-6-0 7-6-0 7-0-0 2-0-0' 4-5-3 8-6-13 0- 5x6 = 3x8 = 3x6 = 3x4 II 46 = 5.8 II 5.00 Dead Load Defl. = 114 it 24 23 22 31 21 20 19 16 15 14 13 4x6 — 2x4 II 3x8 = 3x6 = 4x6 = 5x10 = 3x6 — 3x6 = 4x6 — 3x4 11 5x10 MT20HS= 8 6-13 13-0-0 20-6-0 28-0-0 30-0- 33-10-0 0 41-; 8-6-13 4-5-3 7-6-0 7-6-0 2-0-0 3-10-0 2- 6-5 Plate Offsets (X,Y)-- 4:0-3-0 0-2-41,[15:0-3-8 0-3-0],[17:0-3-0 0-1-81 [18:0-4-4 0-2-81 21:0-3-0 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.17 24-27 999 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.42 24-27 999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 15 n/a n/a BCOL 10.0 Code FBC2017/TPl2014 Matrix -MS Wind(LL) 0.23 24-27 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 3-6-0 oc bracing: 15-17 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-23, 8-18, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1391/0-8-0 (min.0-1-10) 15 = 2310/0-3-8 (min. 0-2-12) 11 = 482/0-8-0 (min. 0-1-8) Max Horz 2 = 95(LC 17) Max Uplift 2 = 328(LC 8) 15 = 498(LC 8) 11 = 219(LC 13) Max Grav 2 = 1397(LC 23) 15 = 2310(LC 1) 11 = 502(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2746/1676, 3-4=-2187/1437, 4-5=-1968/1370,5-6=-1402/1046, 6-7=-1402/1046, 7-8=-1418/1050, 8-9=0/475, 9-10=-495/677, 10-11=-470/449 BOT CHORD 2-24=-1365/2477, 23-24=-1365/2477, BOT CHORD 2-24=-1365/2477, 23-24=-1365/2477, 22-23=-992/2011, 22-31 =-992/201 1, 21-31=-992/2011,17-18=-518/357, 14-15=-308/214, 13-14=-308/214, 11-13=-238/380, 7-18=-427/391, 15-17=-1700/958, 8-17=-1607/978 WEBS 3-24=0/288,3-23=-667/538, 4-23=-291/539, 18-21=-915/1869, 9-15=-611/322, 9-13=-710/945, 8-18=-1169/2249, 5-18=-727/426, 10-13=-491 /556 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=328, 15=498, 11=219. LOAD CASE(S) Standard 50-0-0 M-13 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 275 lb FT = 0% haarin rieesr knurl'Mt tV.WPJCi IaC3s:i"dt[fL`t 6FXETa(Irrftsa(DAMIIpaS DJsrny^rgr-1":6(agPd rfRFMr Ixa rein hsiP ramehii ai rtd Mrsa tds in:;Oe;q^airy;lgridkr IeNegt.lena F.I•P.[. itlan:rshrd a!atr:a gelrisdievise stareade too,alr Wiri [raetln races dlanrl la rtr ifAph rdU. ASO ssDsP bu- sPkla(rgae; Ix se I rToo :eP!,ne,aasrdmt dno re.'-M eeque"rvPrsddgt 1. ae nigtdrh ivpc ilrss deocki a ht iogdr, nhr, IM1 IM despav thm-k" rwilbes: stadday d vdvisims» ki i Ae car B'Id dhe ra, be Jna', rfiri4 Rt rsi or aea.o#adeddhe lt[.nr 4; aiar lads' uledth 1. ibe - Anthony T. Tonr3o I1I, P.E. Zt rd 3urrdl lgBalash l di irxscekemihe••nIM d#ruagk5odd80083 ttad grsigxi M( a9atx oak 9rdo TM d 4, Pon,,.1pl l9or, Wh [rnrand sdBr wmaroa%st) iwby In al ALA ar Maesd b, u}Matt Ir'IaSas ar •tsrrea'xhnes dideid Mx lrnsomiaa I esr:r: qr igeeadlrass aadahra akss 4451 St. Lucie Blvd. eAtooprr:uedvns. aIdnd k In iFort Pierce, FL 34946 oppighti T01hA1loaf Tresses - Anthony T.TemhoIII, P.F. Reprodudionofthisdacement;iscnyform:isplahibitedwithomthewrinenpswissionlromA-IRaolLesus-AnihoeyT.Tomboill:P.E. Job t- Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT A18C Hip 1 1 A0212084 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:52 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-FNxBswUr8nNruw_N39mJEbSoOF4LIrsYNtl6w7zxQ' Or0 6-10-1 11-0-0 19-6-14 28-0-0 35-0-0 39-0-0 43-1-15 50-0-0 51-0r0 1-0- 6-10-1 4-1-15 8-6-14 8-5-2 7-0-0 4-0-0 4-1-15 6-10-1 0- 5x6 = 3x8 = 3x6 = 3x4 11 4x6 = 5x8 = Dead Load Defl. = 3/8 it 5.00 F12 23 22 21 20 19 16 15 14 13 4x6 = 3x8 3x6 = 4x6 = Sx10 = 3x6 = 4x6 = 3x4 = 5x10 MT20HS11 3x8 = 11-0-0 19-6-14 28-0-0 30-0- 33-10-0 0 0 39-0-0 50-0-0 11-0-0 8-6-14 8-5-2 2-0-0 3-10-0 2- 4-0-0 11-0-0 Plate Offsets (X Y)-- 4:0-3-0,0-2-4][9:0-5-12,0-2-8],[15:0-3-8,0-0-0],[17:0-6-0 0-2-12],[18:0-4-4,0-2-8],[20:0-0-8,0-1-81,[21:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.30 13-29 606 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.65 23-26 642 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 23-26 999 240 Weight: 269 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. Except: 3-5-0 oc bracing: 15-17 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-23, 5-18, 8-18, 18-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1293/0-8-0 (min.0-1-9) 15 = 2637/0-3-8 (min. 0-3-2) 11 = 253/0-8-0 (min. 0-1-8) Max Horz 2 = 81(LC 12) Max Uplift 2 = 307(LC 8) 15 = 648(LC 8) 11 = 158(LC 13) Max Grav 2 = 1303(LC 23) 15 = 2637(LC 1) 11 = 287(LC.24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2549/1545, 3-4=-2183/1305, 4-5=-1976/1260, 5-6=-1009/631, 6-7=-1009/631,7-8=-1022/627, 8-9=-773/1622, 9-10=-219/697, 10-11=-71/551 BOT CHORD 2-23=-1 273/2316, 22-23=-950/2047, BOT CHORD 2-23=-1273/2316, 22-23=-950/2047, 21-22=-950/2047,17-18=-1613/1122, 11-13=-471/127, 18-20=0/256, 7-18=-450/414, 15-17=-2647/1455, 8-17=-1699/1047 WEBS 3-23=-421/447, 4-23=-183/540, 5-18=-1166/735, 8-18=-1559/2883, 13-17=-492/503, 18-21 =-901/1871, 9-13=-325/599, 10-13=-490/495, 9-17=-1459/854 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=307, 15=648, 11=158. LOAD CASE(S) Standard IW. 64-11ast loci IMki; SHlErj: DFpllt IEl!!SE(7A''dM3S 01SIp4 "tDrl". a:Ypf#sEYiNI'hrc indl htig raamnets etl:td xesn his rp:s3tsyt Drtviry;w!WA,hth"Llrmitl7,PEitInn;eSh:.1Se!rt e;7tlrt; tlFttsise sptdrtMt RiD: wry sDlri;arcmrFre saallHntlfEtntlCPplt nil. estlrttsIsr F V— Sp 'm[A;,— 1: aEFiDDf,frnats.-0 pdhepeh sitnit#p -Er tF"I'l0pi.d a gaxr ,pol t sskFut [ntiDOM aElt,M1 T46 3r s rrtt:IE6t9 m mi'Amr Anthony T. Tornoo III, P.E. CdtStdhiss I SR llligicn,rL,hllfildhDln,h 4#natAA d dNh[iillpsDlPM, l E14t11htI1(,6tri ItltixaCiiagodtdt i.cegptddktlDDdetftl t hl:[ns,tikgvlrz3,Cbnu•Kllnntnblga 7kYr,F•FSsspA d $0083 IEe taMirvrsigafM ( Nnptx ;D tNts s>t ep hDe lCD ai he Mxnta aNpldh sdMlbNpe [ petl Sdnr ldbacin N4iFaliskdg lM wl i[1A a<idna dfu yeeeal piltne IRle ms6s!tsrteilk lSn Ed dp:esdheV.nss Desilea,l•nss:tsDE Ftnten wllass.katlxMn,atas 4451 St. Lucie Blvd. xi iuitheNYa;# toMor•[rd prnnlr14111Fxnt,mAal.lttln,s[vpirnents%Cli.hd gGesiDni.alrts,StmpEgnatdaryibHd9.tlloarened'xnstr.nitlatlnlNl Fort Pierce, FL 34946 opyrigMs TRl6AIRooiTrnsses Aothenfi.comboIll:P.E. Repmdortionofthis dommeo;inenyform, isptohibitedx ithutthe winenpermissionfrom A-1Roof Trusses- Anthony 1.lomboIII, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT A19C Hip 1 1 A021?085 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:52 2018 Page ID:P42uXRd_K]21 gP?afFS_28yAdrr-FNxBswUr8nNruw_N39mJEbSmgF5JIgFYNtl6w7zxQ 0,0 9-0-0 15-5-2 21-8-9 28-0-0 35-0-0 39-0-0 41-0-Q 50-0-0 51-0r0 1-0-b 9-0-0 6-5-2 6-3-6 6-3-8 7-0-0 4-0-0 2-0-0 9-0-0 0 7 5x8 = 2x4 = 2x4 II 5.00 F2 2x4 11 3x8 = 3x6 = 3x4 11 4x6 = 2x4 11 6x8 = Dead Load Der. = 1/4 it v 10 yv { Cr 23 22 21 20 19 18 15 14 t3 12 4x6 = 2x4 II 3x6 = 5x6 = 6x10 = 3x6 = 4x6 4x6 = 3xII . 3x4 3x8 = 4 , 3x8 MT20H$[ I 5x10 MT20HS= 9-U- U 15-5-2 21-4-0 28-0-0 0-0- 33-10-0 3 -0 0 41-0-0 50-0-0 9-0- 0 6-5-2 5-10-14 6-8-0 2-0-0 3-10-0 2- 6-0-0 9-0-0 Plate Offsets ( X,Y)-- 3:0-5-12 0-2-8],[9:0-2-8,0-2-12] [9:0-1-13,0-1-14],fl6:0-6-0 0-2-121[17:0-4-4 0-3-0] [20:0-3-0 0-2-0] f25:0-2-4 0-4-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.21 23-28 999 360 MT20 2441190 TCDL 10. 0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.48 23-28 871 180 MT20HS 187/143 BCLL 0. 0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 14 n/a n/a BCDL 10. 0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.29 23-28 999 240 Weight: 264 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1,B3: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. Except: 4-6- 0 oc bracing: 14-16 10-0- 0 oc bracing: 17-19 WEBS 1 Row at midpt 8-17, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1312/ 0-8-0 (min. 0-1-9) 14 = 2573/ 0-3-8 (min. 0-3-1) 10 = 298/ 0-8-0 (min. 0-1-8) Max Horz 2 = 68( LC 12) Max Uplift 2 = 328( LC 8) 14 = 655( LC 8) 10 = 165( LC 13) Max Grav 2 = 1313( LC 23) 14 = 2573( LC 1) 10 = 316( LC 24) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2488/1428,3-4=-2630/1640, 4-5=- 2630/1640, 5-6=-1361/872, 6-7=- 1361/872, 7-8=-1398/888, 8-9=- 832/1833, 9-10=-91/470 BOT CHORD 2-23=- 1123/2210, 22-23=-1123/2219, 21-22=- 1123/2219, 20-21 =-1 127/2253, 16-17=- 1821/1123, 10-12=-398/197, BOT CHORD 2-23=- 1123/2210, 22-23=-1123/2219, 21-22=- 1123/2219, 20-21=-1127/2253, 16-17=- 1821/1123, 10-12=-398/197, 7-17=- 387/358, 14-16=-2533/1426, 8-16=- 1717/1039 WEBS 3- 23= 0/355, 3-21=-255/646, 4-21=- 404/340, 5-21=-252/442, 5-17=- 978/606,8-17=-1834/3462, 12-16=- 253/131, 9-12=-14/366, 17-20=- 1034/2107, 9-16=-1823/1037 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=328, 14=655, 10=165. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE( S) Standard 8i: sag Hgst !y!h Eetie+fit'S-I qG 1H7b3;'SEEtfE'i 6EgEtlt IEtPS a (0 liIGIS O15Iny "trfEt": a(Cg6,€aaugr Mu gndr k!gF gppltlers al rtN »! q his rms a;ig+]+veg;Irai d pt leikqu I.lesi+IA, P.E Idnq:eRM k!+rt ae iMn> etl!t+riu ddti q Dr iDD, r¢ pilet'+me: t+r g!e sWl-0e ntIMOE ICDp i. rdil. e;il D -g [idgv g±nefu E+gmz_tk selaee'IDD:ryEesEsn maaaa;E dlEe yrvh!sggl gpraeuy rvEq dil nfn px its;pol!iegl Ins!tnkpEgnE IDB Nr, filer r'II ik dti fir gs+sytiq kreagt nhq,-!nplilu! Anthony T. Tombo III, P.E. W SdpislrosMkaeiyi<tiEF sq+; tililgdNe Ov+n.MOmisiA:a+ri.NagtdwtlEl.ileEg De.iqa. mdp odgfdht ll(, pt p(nl tle lqi. b.ldq uae ad lMl ike qutEddiDD of tmfEN S dpe nisi, Iplq ggmAtpg; sport F NId gabwal iaBk9t E,ggsilxnrd 3 80083 ZItzC dpg Dnige M(c+nutp. ArIM el'AmIk ICU ql n+Ho7kts q/giilrfms dtx lidlue(:rtpald Sd9g lduemq({(4igdf sld ag lH nl it(t peidgq;d kr;rggl dqa. It Imim,pe!r'FmidilksgliAmdhp ln!x DlAgsp,i.ess.ts g+igi+endlnss ppdutgn, q:sss 445i St Lucie Blvd. t",.v.iu hhaaha(+inpt agE!/aggn nnig ir+D gmies Nldrd. fit loss g>rsip:lp+ed nFCl .Calog LxageE.p Itsssgspp(+giREr, dqg idNag. IN ggip:irdmps sit is Moral it In I. tort PletEL Blvd. Copyright 02( s16 A -I toot Trusses Anthony 1. Tombo 111. p.f. Reproduction of this document, in any farm, is pohbited34946 wiahoot the writtenpermissionfromA -]Roof Trusses- Anthony L lombo III: P.E. Job 01 Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 CST e A20DG ROOF SPECIAL GIRDER 1 A0212086 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:54 2018 Page ID:P42uXRd_Kj2lgP?afFS_28yAdrr-BI3xHcV6gOdZ8E8mBaonJOX6a3mZDi1 rrBWD?OzxQ OnO 7-8-0 11-0-01 j-$-0 16-9-6 21-9-0 28-0-0 33-4-13 3s-o-p 38-2-6 4%3-5 50-0-0 51-0r0 1-0 b 7-8-0 3 4-0 0 8-0 5-1 6 4-11-10 6-3-0 5 4-13 1-7- 3 2 6 4-0-15 7-8-11 0 S nnFvT 5x8 = 5x6 = c..o 5x8 = 3x4 II r-q — 12 Dead Load Defl. = 5/16 it 27 26 25 24 37 38 23 39 40 41 22 _ 21 18 17 16 4x6 = 4x4 = 6x6 = 5x6 = 5x6 = 5x12 5x12 = 6x10 = 4x6 = 4x8 = 4x4 3x6 11 1--80 16-9-6 I 21-19 I 6-3-0 -, 2--6 50-0-0q 20-0 -2- 3-26 11-9-107780410S-6 10 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [4:0-2-7,0-2-8], [5:0-5-12,0-2-8], [10:0-2-8,0-2-12], [12:0-4-0,0-1-12], [16:0-3-8,0-3-0], [19:0-4-4,0-2-8], [20:0-6-0,0-2-12], [22:0-2-0,0-0-8], LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.34 23-24 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.67 23-24 631 180 BCLL ' 0.0 * Rep Stress Incr NO WB 0.99 Horz(CT) 0.04 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.37 23-24 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B1,b6: 2x6 SP No.2, B3: 2x4 SP No.3 B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W8,W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-6-6 oc bracing: 19-20 6-0-0 oc bracing:16-17,14-16. 6-0-0 oc bracing: 17-19 10-0-0 oc bracing: 20-22 REACTIONS. (lb/size) 2 = 2137/0-8-0 (min. 0-1-8) 14 _ 322/0-8-0 (min. 0-1-8) 17 = 4950/0-3-8 (min.0-2-15) Max Horz 2 = 86(LC 9) Max Uplift 2 = 656(LC 8) 14 =, 642(LC 19) 17 = 1388(LC 8) Max Grav 2 = 2140(LC 19) 14 = 344(LC 12) 17 = 4950(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4820/1471, 3-4=-4445/1421, 4-5=-7161/2262, 5-6=-8464/2646, 6-33=-8464/2646,7-33=-8464/2646, 7-34=-3465/1058, 8-34=-3465/1058, 8-35=-3465/1058,35-36=-3465/1058, 9-36=-3465/1058, 9-10=-3508/1031, 10-11=-1818/5982,11-12=-1650/5633, 12-13=-685/2280, 13-14=-629/2122 BOT CHORD 2-27=-1334/4374,26-27=-1729/5700, BOT CHORD 2-27=-1334/4374, 26-27=-1729/5700, 25-26=-1966/6469; 24-25=-1966/6469, 24-37=-2201 /7310, 37-38=-2201 /7310, 23-38=-2201 /7310, 23-39=-224/853, 39-40=-224/853,40-41=-224/853, 22-41=-2241853, 19-20=-4743/1491, 16-17=-1024/221,14-16=-1914/624, 20-22=0/366, 9-20=-540/335, 17-19=-5039/1383, 11-19=-267/141 WEBS 3-27=-395/1542, 4-27=-1766/577, 4-26=-1207/3856, 5-26=-3797/1270, 5-24=-746/2229, 6-24=-298/192, 7-24=-467/1394, 7-23=-204/269, 20-23=-1998/6526, 10-20=-2612/8730, 10-19=-1293/425, 16-19=-1139/552, 12-16=-230/950, 13-16=-545/301, 12-19=-5132/1428, 7-20=-4051/1270 NOTES- 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a- plus or minus 0 degree rotation about its center. PLATES GRIP MT20 244/190 Weight: 587 Its FT = 0% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=656, 14=642, 17=1388. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 125 lb up at 20-8-12, 163 lb down and 125 lb up at 22-8-12, and 163 lb down and 125 lb up at 24-8-12, and 163 lb down and 125 lb up at 26-8-12 on top chord, and 1809 lb down and 598 lb up at 18-8-12, 88 lb down at 20-8-12, 88 lb down at 22-8-12, and 88 lb down at 24-8-12, and 88 lb down at 26-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-10=-60, 10-12=-60, 12-15=-60, 2-22=-20, 21-22=-20, 19-20=-20, 17-18=-20, 17-30=-20 Concentrated Loads (lb) Vert:33=-123(F) 34=-123(F) 35=-123(F) 36=-123(F) 37=-1809(F)38=-71(F) 39=-71(F)40=-71(F) 41=-71(F) ztimiq ptest hurapNslnit+he'S I rJG IRUSi:i"iEttEi'y 6Epfllt lEldSliDptilN.:pS D1SIny"pbry;p?gJcpBf:{EPfp!'Iaa.Srdr desig paeedns nd ad nhs ndusTross&s;ylAnal;fOC;dtie Adltgl.leait l9,FF.ltln>.re S4Pet khlf a;a Uells;Mevise smeia Bt lDl, ag kle: teeteNtphes udlnnAloh lCphe tlil. A,tl pilr Ercrcet sa:kM Eryiflo; insnlare-TOD rtptum® mes-0 th pfnshni ttg -ry sp.sMift tv At fean d hx-:i lis hdthl n hf TOD h to TMl lh inip n-posts: 1"'I nii riMillg Anthony T. Tor1Lo III, P.E. cal dMislru,sh &airyieh 9ntildtdheplt,MrDnnsddStedepnterhtlrilegpe.lpta.u4uduldheltt,lpthinth Ian Eaidcgut Wl,i P.tgveofdhelNDnleo6llstdhelrns,imfteytM-p., blast' hlieEetnhrmgs. Nb'F ;panhal)d 380083 h* IxYtp;evpi. td(aennW_;i.1 14edhht100 9h pOin Ipnhi tON illbllfnpa>,rdSd:ifweratnn7(41p.disoedrylMntSlitneldan:Nixprnil9-do,".11IM.,he tspeusidesoAdd.e.dhel",DI'spn Ms.t,:.paEepnotddo.su,irmetn,n.lss 4451 St. Lucie Blvd. ehaxise klmllYe:iMal ryrted Mite wtiprp tp dt pope, itrdttl.lo.lro,s hvp-apattr.s pCl ht 6rpAry txu}er.«1nss Spstem Etpheo dsry tdHap dlind7rted!ensmesitiM.TYli. Fort Pierce, FL 34946 o b1 2D16A-I tool Tresses-Aathon T. Tombo Ill, P.F. le iudosim of lhisdoameel; in on form: is iohibifed without the wdflen nwisslon from A-1&eol Losses- Anthony 1. Iombo Ill. P.E. PP9YPYPP1 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1 DT C01 D Hip Girder 1 1 A021?087 A l D—F T.. C. o;•..,... n' Job Reference o tional y„` a ult. o. Icv a rvuv tc cu i y rnnc a. izu s Nov iz zui t mi teK Industnes, Inc. Mon Jan 8 12:48:55 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-fydJUyWkRilQlNjykHJOsD3MmS81yGq_3rGmXSzxQ1-0-0 6-4-0 15-6-4 17-3-3 22-0-0 1-0-0 6-4-0 9-24 1-8-15 4-8-13 Dead Load Defl = 1/A it 13 12 11 1.5x4 II3x4 _ 5x6 = 3x4 = 3x8"- 1.5x4 II 17-3-3 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 0.62 Vert(LL) 0.12 11-13 903 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.23 11-13 471 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 13-16 999 240 Weight: 97 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2: 2x4 SP M 30 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-0-4 oc bracing: 11-13. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. All bearings 15-8-0 except (jt=length) 10=0-8-0. lb) - Max Horz 2= 78(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-107(LC 8), 13=-1134(LC 5), 10=-189(LC 31), 11=-509(LC 5) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 2 except 13=1516(LC 39), 11=1162(LC 20), 11=1158(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 12-13=-396/624, 11-12=-396/624 WEBS 3-13=-1220/1486, 5-11=-731/393, 4-13=-838/521, 4-11=-652/361 NOTES- 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=16ft; 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 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 107 lb uplift at joint 2, 1134 lb uplift at joint 13, 189 lb uplift at joint 10, 509 lb uplift at joint 11 and 107 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1270 lb down and 1787 lb up at 6-4-0, 103 lb down and 113 lb up at 8-4-12, 103 lb down and 113 lb up at 10-4-12, and 103 lb down and 113 lb up at 12-4-12, and 513 lb down and 324 lb up at 13-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=701(B) 17=-103(B) 18=-103(B) 19=-103(B) 20=-513 Y esy tn,-eeo Y.t•ik['b `ICJ (t9S ES'irE;T` KstS€ LW.sS;OA f N"i-iSt nt:'rN Y' CE7rtiER-xz%i'!rta Y>Atk:t¢prwnat ter r!phl rtirs •n:tr: ptY mS-UDE.wI?br kc6t /C Iraq l..:f. Iehiate 5tra leM u 3dr k k,. St rMtE ntie i;0, ah . kilk ere•att tides sldiu eEMr.t ht rHd !sa€T 4e ge.syw ;Ee u[.aYsEgxni fie zel 1:.8 irot t[ wxtyaaedtkzpdrsnpe:e m fif •psa;s':tTMY ks,pd:a saEiti ;Aytlee reds t;&nt urn rqi IasR i}t as etp-:ee.,h q•eatme:.; ld,AhaidttinsMtryd!,trt+s adfit0aa - AnthonyaT. Tombo Ili, P.E. astdaifd aau,Y.tyh r;eaeaduEdtur Mho t wml.ixaq>,txu<rontt ntN eadti s. Il p n sxyte Iau EtcyEavxw amrYe 80083hraidq6a9vawl.eahMer..il ae7! !i[pl a!i:i e!e taq wga!< fiF t:.lead ia:w eel id•f. kdt.. -ink pa.i4i-.tl aed Sun n[•eh,[e tt+a gesrd gtidtu[ fNlds`as'x!e;57nsi1L erM 3.sd^a i. ,3e. sr, Fr.•n rns,a9fisa nl ixs 4udee x,ms,t ' ah :_dl siirtYtaDa;tgrtdalxl - Sspya:plhseserhel.'teiren sgeE,gtte; ,ar:.dtealtaywsyea,erE , erdmEgkn tEeg1.11uy _lctrtrsKmaraet,zrtatln n . 445,1 .St. Lucie Blvd. fapydghtalOib A I Qxilsasses-Anihany l.laatha lil, P.E. RzprodaAian a:`this darnmeat, in any farm, ispwhibiled wdham the-, ttao pttmiit' aafiam Ad tml basses -Anthony t. tamhn Ill.P.t. Fort Pierce, FL 34946 Job 1 Truss Truss Type City Ply RYAN HOMES / SEASIDE V1 A0212088 VVRCSS1DT CO2D Hip 1 1 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:56 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAdrr-78 Bhi IXMC?tGNX181?rFORcS IsTfh Ig81 V? K3vzxC 1-0-0 8-4-0 15-3-3 22-0-0 1-0-0 8-4-0 6-11-3 6-8-13 4x6 II 4x8 = Dead Load Defl. = 3/16 it 3x4 = sxa = 3x4 =--1.5x4 II 1.5x4-II— 3x3 II 8-4-0 15-3-3 15 -0 21-4-0 2-0- 8-4-0 6-11-3 0- -13 6-0-0 -8- Plate Offsets (X Y)-- 4:0-5-0 0-2-0) 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 0.95 Vert(LL) 0.15 11-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.34 11-14 539 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 HOrz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.23 11-14 800 240 Weight: 92 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-6-8 oc bracing: 2-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 678/0-8-0 (min. 0-1-8) 9 = 794/0-8-0 (min. 0-1-8) 8 = 336/0-8-0 (min. 0-1-8) Max Horz 2 = 91(LC 12) Max Uplift 2 = 188(LC 12) 9 = 209(LC 9) 8 = 213(LC 9) Max Grav 2 = 678(LC 1) 9 = 794(LC 1) 8 = 336(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-916/637, 3-4=-762/679, 4-5=-180/366 BOT CHORD 2-11=-494/768 WEBS 4-11 =-318/815, 4-9=-682/358, 5-8=-307/311 NOTES- 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=1611; 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 & 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 188 lb uplift at joint 2, 209 lb uplift at joint 9 and 213 lb uplift at joint 8. LOAD CASE(S) Standard tYlsiq tkes!Ua.!I:dtinh+W.Itoe; ltcslas sEurjtRNTLumit0a18reasmin4;"idr!d^.n:iara0[41arf-.Prdihsig1—torsWaidmhsuhis l.asN4D.gn1i" dheled I_I'u13:t.i.Ider—<.h!dadxea!e61";di wnefhhi.heT00,.4 Malt neemrtnssWlxrs! flatRflCDhlf !fid. i;gimsU!:ryeEeticer ie.,St!:hlnEyirec.hesnlueariDDrep!srenoa¢,wsifdrEedrdeffl!Hlagraerrclrefiash!la+hiheksipdhrsxllelxskgidernllalDapl!,alniM1.lkdespnns"s,luay M%.M.14y Anthony T. TGn100III, P.E. W sedMs lmss nr e. kiliiq i:M .stet.drlif[dka0 rn; Re Osuu,aine.i.N dafwhe&ildyMiuuh:L+udeddh!Ili. he #i ud he lap hl3y uk dl't 1. ilegorerddM 76Cdex Neh of of ue ra,s, usheiy brdfad:;sry hs!rllnhe aiir.tiy,a9 te5e eslwsisdhd 80083 ne ix dhi es4xr J(amdi:. ;!I ehs s9 rA'lif lCA ih!prJius al pd luesdhel if d[ pn!d Sehh kavniu;l(S17pulisiedylflpl it(:aeuMu;dMgfeerd dna llllr•Sxs Yl.eS,eeutidhef rNdgiesdhelnfs Wshu+hvss".af^` ue4 Lass 4udahrn mess 44515t. Lucie Blvd. rA.rxise iefiud lra(rd.an af!udyae in aidiyhdltMn,ndr!d.li!in,sfuv ngneer,FCI h. Wlldisi 44,iger,ali.ssSfdem'yireu Aom rdHpf, tll Dace ned ns rre es ldhal in iflL Fort Pierce, FL 34946 to hi@201AA I fool Tresses-Anthon 1. Tamho ill, P.F. RemdaRion of this document; in an form, is whihBed without the wi into eminion from A I Root Lasses-Anthon I. lamb& ill; F.I. P!'+9YPYPPY Job Truss Truss Type Oty Ply RYAN HOMES /SEASIDE vl WRCSSIDT CO3D Hip 1 1 A0212089 Job Reference (optional)' Al Roof 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. Mon Jan 8 12:48:56 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAd rr-78 Bhi IXMC?tG NX I BI?rFORcWgsRshj H81V?K3vzxO i-0-0 7-8-5 1 10-4-0 13-3-3 15-4-0 21-0-0 22-0-0 1-0-0 7-8-5 2-7-11 2-11-3 2-0-13 5-8-0 1-0-0 4x6 = 3x4 = Dead Load Defl. = 5/16 it 3x4 = 3x4 = 3x4 = 1.5x4 11 1.5x4 II 22-0-0 10-4-0 15-4-0 21-0-0 2 10-4-0 5-0-0 5-8-0 A- 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 0.67 Vert(LL) 0.26 13-16 718 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0,57 13-16 321 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 13-16 940 240 Weight: 98 lb FT = 0%n 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 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-10 oc bracing: 2-13. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 687/0-8-0 (min. 0-1-8) 11 = 791/0-8-0 (min.0-1-8) 10 = 331/0-8-0 (min.0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 = 190(LC 12) 11 = 193(LC 9) 10 = 192(LC 9) Max Grav 2 = 687(LC 1) 11 = 791(LC 1) 10 = 337(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-940/672, 3-4=-649/524, 4-5=-146/380, 5-6=-183/396, 6-7=-187/266 BOT CHORD 2-13=-546/827, 12-13=-235/549, 11-12=-235/549 WEBS 3-13=-441/478,4-13=-267/536, 4-11=-615/139, 6-11=-339/317, 7-10=-282/302 NOTES- 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=16ft; 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 190 lb uplift at joint 2, 193 lb uplift at joint 11 and 192 lb uplift at joint 10. LOAD CASE(S) Standard AM" tits,U'ggtt'n.WAIIN; IMEi;SEttEE'j: MEW IINd0011015MIN "6Ci;r FitpM INUiYr 1—I'rhhsip l«oatkisgal rMarte, n W, l^: NsVDMg1KiaJ tle WWI 1.I.n.iI;KI,Id— Sint W., we. hini A—, skki e!@t ic6; rir wt :.«a« r ,al« :it«n<Cns! ni.l;et,sosy tek e.sr my I TDD rpe h0Ik1,0sek,,[.9.mq ,ru,aao,u gr9Ui'1*I,;stnwntFUt100m..tea,InLTkhspnuaKer,-iaagfmnFs.stintum Anthony T.TornboIII, P.E. al AU-lmsr«mail•UfrspnUilihden0en.1 17.m,afi.-W1+IetUFl.dug6esiarc.nueuNlAdUeU(neU(niUFaFgF.9equuWlhl.ikcgnrt«dUF1G6niFeftiU dU txs,izMgknli:I,sha• mlar sia.ogwNkxcrfsesn8id >80033 t e a1 .xlwc.a«w .IlWf514 tkktlCanlnlpxMtSAljnttln dm InllnlllRlOYdSddrdm&i iSetNIIntillA«tI aa;NM1 Fnlpiintt.IFlieire,1, 5lNinlml.4kceiI.I DO—,TL Usip'"r,WNit tahwn,!!It 44SI St. Lucie Blvd. irr.nt fdmbla(.0m ey"Agnnntkl M11,urs mlaFat. lia tn.t 6ldpire!«:act m=e.asq ca>, t_at.=,silma=yEktff d,g Edukl_wm>n z<az«smos td«vtunbi. opyripht D 2016 A I Roof basses - Anthony T. Tombo ill; P.E Reprodurtion of ibis doameri; in nny farm, is plohibited withrei the Wlil en pelmission from A Roof busses - Amhany 1. iambs Ill, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0212090 W1RCSSDT CJ1CornerJack71JobReference ( optional) Al Roof 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. Mon Jan 8 12:48:57 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-b Kl4vdX_zJ?7?htLsi M Uxe9q W G_ZQ HAHX91tbLzxQl 1-0- 0 0-11-11 1-0- 0 0-11-11 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.25 TIC 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 2 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING- LOAD CASE(S) TOP CHORD Standard 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. All bearings 0-11-5 except (jt=length) 3=Mechanical. lb) - Max Horz 2= 35( LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 2,4 Max Grav All reactions 250 lb or less at joint(s) 3,2, 4,2 FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; 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 100 lb uplift at joint(s) 3, 2, 4, 2. PLATES GRIP MT20 244/ 190 Weight: 5 lb FT = 0% A'o lkes±lk±a.ldls±d±rke'l I iDPEIAPSiii{HIEr'i 6EMit}t IEEYSar7ACI11RAi 1SrpN"tCtEl^.}rkpr3;gEplAr lem_Serdtksiy l®aadwsaal readad±s nfusirsP±sip Crwiq;lU[jul M1e}elkq t.leaSe l:I,P.F.Ielern:eSe±d seS±e rse ±hksrdknris±skkf ee lk iUO, aaIA klre x la rPes udl ae n±l lat M1±ICDYie Di. }sel ass 11"T 19—I Soodn Eq- rx ".I IDD :,Pnws . —0m, a It, PA Sll dtlPelNlll r[StR IEiIn! W Ik it,.,p d rh, f40 T ss depod re 11±Ing Mr, d. Tell ikefig; ..Eliee,.l iq nita-:einedi, Anthony T. Tombo 111, P.E. eM add± slmssixmkilircli M1 se S1RedfaeP w:IEsOrm,a&.iK 4y:n M1 hAeulDdpe.WN-dMdlkIII, &11rn16,6.1WItn;ufead1.11.IkgvaeadM1elnOmfaasDN dke nss,ro4elykrdl a• nAk aafkaoq,aaAleM1e.e;lasdAErd 80083 na A' d- D,xerW(ua kn. ;I as 9aA in M1e lPP aaf he padkes ml led l'n It lift [nlemd Sd'Ir ldxnanw;[(Ll Mkltslxf ar lfl ul itlk are idneu4Mleead pikae R'IkSrzs M1eeytedaihDn ad dAesdlkelms Peuaa I•nss P±sga ipnn aMtras Rsda Mer; a;ess 44515t. Lucie Blvd. el. wise ktieed lla(aelNlalrxdasa nw, uiq t dl ryoes inedr±l tit imsselixer , [up.kCla. NO" Ceay.d tnssSlders Equen dmry ieidul. alladre aetlmnsn:. es lda±l a TFl I. Fort Pierce, FL 34946 opyfigh102016A-ltoolTroves-AnthonyT.Lambe lll, P.F. Reproduction of this duomeet,isanyfam,isplobibitedWithout the .,intopermission fromAA Roof Lasses-Anlbnny1.TomboP.E Ill;. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1DT CJ1A Corner Jack 1 1 A0212091 Job Reference (optional) 1 Roof trusses, Pon Pierce, FL 34946, deslgnrmaItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:48:58 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAd rr-3XJS6zYckd7_drRXQQtjTshOagKt9kQQIpU R8nzxQ 0-11-11 2x4 = 0-11-11 0-11-11 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) 0.00 4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 4 999 180 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 Wind(LL) 0.00 4 999 240 Weight: 3 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD 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) 1 = 38/0-8-0 (min. 0-1-8) 2 = 21/Mechanical 3 = 18/Mechanical Max Horz 1 = 18(LC 12) Max Uplift 1 = 7(LC 12) 2 = 11(LC 12) 3 = 5(LC 12) Max Grav 1 = 38(LC 1) 2 = 21(LC 1) 3 = 18(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=11.6mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard i.64-tlnse 1lnntdr r:risw tu'11 toy IiD k "itttECi wrw Jim a tDARaw (IJst44 "tC'(tl't A:tnfP;f£MfMr fern Serb! tesiy temer.s M rMnhs n Nds Ims aes p Dr,viry;IDD1M tle+ek,y 1. tesie ip, P E.lel.n:e Reel brine ne. I,las a+nvise mhi n Me ND, Mt Mil Raennpaas dl' xelM ar 20.1 d! +sel ssWst [ - 'i_. Sr rcDe Eymn he I 'I ryr+srdsmartpa:edrte pde,:MM eroaent tn:apgr In rte mal a fs.#a Ir dwiti,e he JOB Mt. Mn tell ik+nye,ss,.r.: M,tiyt der,. uirelgip Anthony T. Tomoo 111, P.E. M s dti I..- UU4 l=De lmpMf drz 0» h0 rx, w g,dnd 6ky De M, tudeddlk nt. SeKMM1 MM bg<gq cNe M1M1 Ike good ride lDDM wfiell sedhe'rns, ud.e tisdlel. b ex.deadM '6r,vy,npk8e rfsasnghd SQ033 axt'+hp zsy M(ae9erbr 11M 4M D IMMhetc]M +pilr fdlnl It e(f "504,Id- M,iIN!""14orIn +ntU—dea;e+ixt--[PJae II lay :aerestnu'daaesMes+:<sdael ,:arson,,tmss.e;tn.epnerMlnssttad.hr,r;n:<ss 4461 St Lucie Blvd. eixviuiehM6ta (edral yrn+:gr, n x niy ti ep twae, iasdrl, Ile tn,s [sip nt.eer 4 NET * t,mq Gx,+pxr. a Intl sloe. tone., On" rdNMt. +p ml+.:irWn!.s pe x+dil M ftl 1. opyright t"9i2016 A I tool Trusses Anthony 1. tambo Ill; P.E. Repmdunion of this dammed, in any form: is prohibildwithod the *,inert permission lmm A I Root basses- Anthonpt.lombolll.P.L Fort Pierce, FL 34946 Job a Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 @T CJ1 P Corner Jack 2 1 A0212092 Job Reference (optional) Al Roof 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. Mon Jan 8 12:48:58 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-3XJS6zYckd7_drRXQQtjTsh?Gg Kt9kQQIpU R8nzxQ 1-0-0 i0-11-11 r 1-0-0 0-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied 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 = 130/0-7-4 (min. 0-1-8) Max Horz 2 = 35(LC 8) Max Uplift 2 = 72(LC 8) Max Grav 3 = 19(LC 3) 2 = 130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 2. W.'"-11ene Maus ienn o"A I WEFlmssfi,''NltwE (OKMOCISe ISIny" GINDAI 11105atwit^.Arkl[tr{,Eytl(Pfae.premdWgl 40P lasrMwe,n ims I' — &sign 0-iij IOPiad&A'*e t. 1.. 17; PI Id.—st'd alec;e udn; owv hrri n INlllB, rry kihA rl— w pre dl n rid la ttr a ai "Id, As.I usq harts e.sr-In Eryan, tasnlnmiW.eWesrnsmmy4acedde Wdessieee agoemetrespe:ililiryMtEe te;pdrae;stl tnsksuhtnMlCOW !ri?I1 Ih ksgenu:Wier.lreaq emuacs- iMdAr Anthony T. Tombo III, D,E. W 4ae0It, 1- . e"I't tk 'niklilf d he0 en Ir UwMrsuu-4 ga7 ee fie bile SE uen Li Re odedd th lt( Ike 6( W Be lmli,Adrcg oh ud f%I tae'Were d he 100 W ere toll r I en.rm, Mo.; Wt.). ;tine hlldn ad Meer, Sul ie Ye e,lmiiuhd .; 80083 rae ExJw; : esige e(adr Wr.:Aw."A'Amrlr 0.1r, P.M., na ddt lmsdM himal t¢ta dsd.le amean;lu)peb,ha" IR.1 St(A ne sdowd ix tesud g.dna IF.I&i., th, up'eolties.9""SOf6xi.ns Dru-,lrns.es:p h9inn ad lass 4eWxiwn, acns 4451 St. Lucie Blvd, rSavScetehM lye: nfal grred'nh wruie4 it eg ryas usdrel. in tn,s[tss;.Eq en:s aClha i.dti'Getiya.a 1- sfou f.p. ORinval. tg osh ad h:ns nen /daet nlH-1. Fort Pierce, FL 34946 topyrighfLL"12DI5AItoolirosses AnthonyCiombolll.P,E. Repwdudionofthisdoccmeei;isanyform,isprohibitedwithoutthewflnenpermissionfromAIRootitesses - Amboy 1.lombo111,P.f. Job Truss Truss Type city Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT CJ2 Corner Jack 4 1 4 A021 Job Reference (optional) ' Al Hoot 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. Mon Jan 8 12:48:59 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAd rr-Yjsq KJZEVwF rE?Ojz7OyO3E864fFu Bfa_TE_gDzxQI 1- 0-12 1-6-15 1- 0-12 1-6-15 1- 6-15 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in roc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Weight: 8 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 1-6-15 oc pudins, 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 Installationguide. REACTIONS. (lb/ size) 5 = 160/ 0-7-4 (min. 0-1-8) 3 = 19/ Mechanical 4 = 7/ Mechanical Max Horz 5 = 53( LC 9) Max Uplift 5 = 84( LC 8) 3 = 26( LC 12) 4 = 25( LC 9) Max Grav 5 = 160( LC 1) 3 = 19( LC 1) 4 = 25( LC 3) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE( S) Standard 41eeser- itfrnn'. 6,% I a(JFTIFIC34 W<.19Nt"rtli'i^d(rpC i£YfNr hrn. Yni fesip ramdasmlrrdMesnhas i;v:s 6esg Aeriry;Ihj e4 A, Idleq IA.w l9.FLlef.n Sk!da*.: ,- uArtsext,mtetmda nt ml:ary Yilei;a , p!m,sadlk.,IMMTM%k rhl Nsrlr Dtq 1".. . Sle9em Fa;ine+;Mala sFDD:*!,rn.m trace d k pftsatal ttinoterrif sptukaty to de ksfa Ala s#i sfemeai in M 100Wy. ak: 19Fa ksip a;eep m-la6q -mair, st,atery Anthony T. To nlJo III, P. E. eA dbitlrnsrotnlskigieb! IwR'14yAaeDn.MO ter'r&a Y1vF MbikigDeaer.akrodlAlali(6e(watlrladgN&quteMl I_Nor?! dllelDDalenNll Ali rxs,rieiegEanlitr,,lras eNdAtaaktorg,aNaaeetratoarya =80083 Dx rna'al4eslpaaA(annLx Al rdeSSA AcerkIo aI M pmiires a11.46 soli 10441texe. dMy 10-th RSF rtl did I% at Sl(A aerdna.ef M 1-6 phir IF! 161., ,A O's dM Ins Desgee,l is Ncrigwv a Ns'kadnurer,aess 4451 8t. Lucie Blvd. ti..sse knatN+;admla{eed rywavnNry Er rD yrats usAM tieln,s lkup nluea.s nCl de GDkq Ged: ain,tlldea.ynea Aar naNal. dl sapa.nd rrsae It ldA:/ARDI. Fort Pierce, FL 34946 upright 07016 A l tool Trusses- Anlhonrl. TombD Ill, P.E. Reproduction of this docome.1; in any form, is piohbiled without the wditeo permission from A-1 Roof Trusses- Aulbay 1. lomso Ill, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0212094WRCSS1®T CJ3 Corner Jack 5 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-L 100 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:00 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAd rr-OvQCXfasG EOis9bwXrvBZHnKhT?5devjD7zXCgzxQ1 2-11-11 2x4 = 2-11-11 2-11-11 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 0.09 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 999 180 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 -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 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 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 68(LC 12) Max Uplift 3 = 43(LC 12) 2 = 61(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Breiq-these ,dY,e+iwne'KI ROCr10.4KS:i E[tER'i 6EplSUEt1RSEti)aCiIIC>»SitlSing;'trra",,'.7kn-p5tpfy^hm. Smdl da ixµoneusaf,eMeries ufusl si s:p aginr;Iri6)ud tk 8dleaT l.tenlalT:PEPelneue S4»SeHre es ihlm;uh+rix shken t06: utr - kire's:a,emsPae -ni =twanatcons "Ki, is,I s111,7 IT.- ta., rttnfg— f. d ,arloo,pannm-posi r na+<„naterpreeaP np snuirya a v'spaftiOi 9P:w an rho t ain,11 th desyn senpua n, n s;s,tntnnr Anthony T. Tomho III, P.E. ad+udtial n Gan:;is net pa; atn(den (I ne Uvttn n.h+ d et±nreNe lR leicTB ae .#orlat4he lH. ne mi aE He ba, he0i+r,c &udlnl Nippy oefruiDO.i,,!h,li,,Ohe.,ns,md,6tM!4q srs-a hllnn, ufir„irg rxHxic e;pwvs a'rd 80083 ft Minii".T. nhnW-;o Gr aann lLUM hop as yes aPr it a ur unee s7, msdn a ma{a tpuis asnrn .P sucnFt,t d pre,ai pg." n I sb: "yea'iu,nn a40, arra r,,, or , I:s:.aga a;»u slm,s a tiGxn.,a<:: 445: St. Lucie Blvd. ai..tsekAui 6yo:e,Ruteulapu to knMP Er all pua s-.af•1. tie Tnss[e,i=.,cheer is FCt n..ai>n.+t Lnsi;.xlns,Srstea.'ngaeu dam, anNu7.tll,ri^a i,W R:nsueas lefn.i i, Itll. Fort Pierce, FL 34946 Co ht©2RI6A-IRanilrusses Anthan I.Tamholll,P.E. Reproduction of ibis document, in an form: rnhihited without the wiinen ewsson from AA Roof Tresses-Aathoo LTombs III. P.E. PlTi9 Y P Y P P Y Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT CJ3A Corner Jack 1 1 A021?095 A. Job Reference o tional Al Roof 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. Mon Jan 8 12:49:00 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAd rr-OVQCXfasGEOIs9bwXrvBZH nKUT?cdevj D7zXCgzxQl 2-11-11 2-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 3-6 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 3-6 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 116/Mechanical 2 = 75/Mechanical 3 = 42/Mechanical Max Horz 1 = 53(LC 12) Max Uplift 1 = 23(LC 12) 2 = 45(LC 12) 3 = 1(LC 12) Max Grav 1 = 116(LC 1) 2 = 75(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 Ib uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% Ka;euy tkese lkan¢4-tw k' % 1 rJU 1DJSSrS(YEEEE4'i: OUR IEWS E r7Rpt[CDS @15IOM t'ibTi", F;tAr ,y,,E,gSt' 1". Yrr0f 0sip Pammrs mrf r.1.k—W, Tkss rNsV D,";lDC,s nl A, Aolkm I k- i1, P.E lkh-, A=n W.— 'Mit'dt-iu Sold n ne WD .k AIR.¢r*dn/ dl x:nel lu lk 20pn lid. k;ai ssD Sr E. _mn _Sp -eln Eeyiuer rx snlnn'IDU rzpesee n;arzxsc<dtte pr'essnnl aup 'rr spesikllih Mne nzpdnr saPl t sdeaxfevnl![rDDN kr G%I. itza :p .hrd;n mles. snnllrn Anthony T. Tombo III, P.E. wd edliisims+x Gidq isN ua;kiilpolu Oven. ne Pvsa casx a dnnr raDn o- rcan,wte ndeddlx ltt, ne R(nl tle hsu N98rg ude ell t. M1e gpsn dIM iDB ad ansh ld+udtn:rxs, kahnay k: Al:ng;,ra 'E hlid'r E2r r n%be5e es{ansi>udrd zexL''d q:es:zn. nd(- Wr i:l.4-40't ne IBMM Fft"a fpld a 0t..NI .E f -d soly hfu'Wrk. pll"w UP Ili ad Wk en rde °J hrpeud pideee IF.lee5as"!.spo.11'ta d4i unetns 14s", I.c.s ..pain. mllrm.s 9..&I—j.+80083as atvvi.e aaM1ned 6jn:aMul sjr gnnvrrlin t9 dl Pule, indr.d. rss rn,c fm>ap s3iaur., hC15... hlay exsixr.aia.s Srska Eojunr dmry sdHal_ 111 ogiviruimnsueas id"aei mill]. 4451 St. Lucie Blvd. Zt Fort Pierce, FL 34946 opYrghi 201b A I ioui busses -Anthony T. TomEo III, P.E. Rtplodu6ion of fhizdo[emeri, in nny form, is pripibiled xithouE the writlan permission from A Raot LDss?s-AntloarLEom66Ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 VYRCSS1 DT CJ3P Corner Jack 2 1 A0212096 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:01 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-U6_al?bV 1 YWZUTA65YQQ5UJUitJUM59tSmjsk6zxQfl 1-0-0 2-11-11 1-0-0 2-11-11 2x4 = 2-11-11 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 0.14 Vert(LL) 0.01 4-7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 11 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 2-11-11 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 18710-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 68(LC 12) Max Uplift 3 = 43(LC 12) 2 = 105(LC 8) 4 = 31(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5-Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=105. LOAD CASE(S) Standard wudq -fame Wool r:daw ae'kl RBCFIiAsi3 rSEttErj, Was! IEW E 0WRAns 110510} 1wrt^ sEBAP.4 NPIBr ia 9eirE }esike kameaa ®I iwnms n ais Ln;: BeigB 4terfq;iWjw ark.kmry t.lesH ti, eP. Bda asArh D:Inr n;e tetrss Winvl:e ritld a ae iDony w g, : Anthony T. Tomoo III, P.E. udaimsrt Equ 80083 a: a'ky Bn (aahMar };t ewes s9 egmae lCOwin riWkeswpll' s iM anlinelaapnd Sd•Ir ldauetiu;IXV pUi:ka l7 i11 al it(}we idnxel W ad tedus it IeeSxs rie!esfaas aatieswiwk,d the less Cesgex i. ss:es Ba paea wirs;s:}ndxlan,ness 4451 St. Lucie Blvd. el one uheei lta:eatataBrrN naantaB hell prBas aadrel. Bie toss[<>tp ie}veer s ACl de GHdy Ceup!;,a Ens, sysaa Eyiknrrfaf ieiNwE. }Il Dual+ednmsnsnldaNairll. Port Pierce, FL 34946 opyriyht u T(IIbAItool Trusses -Anthony i. Tombo lll, P.F. Reproduction of this doomed, in any form, is prohibded wiihonf lke wriaen per mission from A-1 Roof tosses- Anthony 1.lombo III, P.F. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1DT CJ3T Corner Jack 2 1 4 A021 097 Job Reference (optional)' Al Roof 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. Mon Jan 8 12:49:01 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAd rr-U6_al?bV 1 YWZU IA65YQQ5 UJSetidM59tSmj5k6zxQfl 1-0-0 2-11-11 1-0-0 2-11-11 2x4 = Plate Offsets LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 4 871 360 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.09 4 395 180 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 -MP Wind(LL) 0.03 4 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc 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) 3 = 104/Mechanical 3 = 104/Mechanical 2 = 187/0-8-0 (min. 0-1-8) Max Horz 2 = 68(LC 12) Max Uplift 3 = 43(LC 12) 2 = 61(LC 8) Max Grav 3 = 104(LC 1) 3 = 104(LC 1) 2 = 187(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% Baniq flnse tlaegFdi rerzm 6e'S I tOCi ti4Ski;"iFItECj 6tN8S11FW3 d (JAIOp15 iU<.InY;TrFi" 570f0 t'EI1fXr lae_ 5erta ksi5r rartrerlas atl nd ems a IYs i3a^.s:t; 9ev41;Ifdia! qe aeRut L trma!7. P.E lalen:e S4ea belrce ase. pdr,:el[nvise smrt n Ne iGO, ary MR. 1—In rms M a nta la Nk Ito k Ha ks.I t 0tsge[eeiaa;t e._ si-Ihfs;—eIeu, tot'-epsmM q sn 111, rla I ssenpr as la q nee:,aleaa. Anthony T. Tomx 111, P.E. deihalrwstl, kluq i tlt tpt d'10-dta0 ea aee0- 't e6 e-d y9latlt bitchy D<iaa htlt oaealhe W. WUf rifle 1" 4e]nquk d M-1 Pegatn sttlti00 d etr 1.W. 0 V.tress, a htydtry s'ant-u:hoe. W kcany'kI 45et;pandy'd 380083 ZtA'1 eatss4e4 tlt Met ae lan".1 ph l'es Ali, 11.1 a(taaxasel.h W.. I61'p41'sM4 lq WSWatd..4hr geeenl pilau fr.I mats toitsaau34 i0ttdaNa0the1ss 0eopa 1- m 0 pem .1lnssi4t inss[,ip.eanen s NCa Se leaffigkvpa. atn»Slnem,gieat deals W"'tlla ^ai ei e:ns to e, atlhrlarna4451 SL Lucie Blvd. Fort Pierce, FL 34946 oppight 2lll6 A - I tool hesses-Aathoay 1. iambOIII, P.E. ReproLnnian of this dommect; in any lord, is ptnki6iled withaOt the r't itlen permission frua AI Rcol Tresses -Aalhan}'1. iomho lll, P.F. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 W'1RCSS1 DT CJ5 Corner Jack 5 1 A0212098 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-C 010 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:02 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAdrr-ylYzyLb7oreQ5Sl IfFxfeisczHcoSYPOgQSeHYzx( 4-11-11 4-11-11 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 0.36 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 4-7 999 180 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 -MP Wind(LL) 0.05 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 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 105(LC 12) Max Uplift 3 = 79(LC 12) 2 = 67(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; 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.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 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Srmt tleete lkafKNt ras.fir'k-It CFltl!Svi;iF(tH'i6Lpl,iLlLttllpr7pClLIGpS O1SLny"tCl';t^.s 01r8:,n'£p!fpr hra re:rtt hsig FermhisaN:»d anet»fits ire:aBe;ip viry;ILd»l de delkagL.lesal7.F.L lelnn:rSenl Se!rta;>_9ehs, NieYrise thlri»kf irA: oa7 MiieeRefleanrP»s+dlftned In lk RUh1 n. t;ii sD tp Ermxle.S,e-InLgittn;,lxt»I»w1D6 reresrsh»aoe'La;edete ps+essir»l eegrame{ siaerdilYrMrte arsi Ns;ia,dxiirsseepleho»ttei¢AN,»9n t?II tle derpf atsiaPims l orf idar. seihbl:f Anthony T. Tomba III, P.E. al Ior, Trer,* e, Aileitt it ht se klpy d ere 3-6 Me's 1"IlAript rr 0, Wheirtoesi}ner.ut:peodeii dl4 ltt, Ile l6(»d he lua t4aq ude red 1, I T4gt:fr dlk 1DO d ¢r frill si d lle'iess, md" tm:Aap, rime, irs0dar ad kar"i shd4'41erpnnirhd 80083 e p:d. t esiaa »A(iMNAr t:lfd tM dukelpp»Ihetrxiresadtnleihrsdi4pnhnplertpzgSdeltldar»p»;NSUpditkdltl%alii(3ae:dna:Nluteeenitoil»e Ir la9xsker» avxthenfrfJdiesal»L.fno0px,Lrnss.s.ga:fti»erfalin,saadxkafr,aess 4451 St. Lucie Blvd. fi..wise »M1eN ka Genwl ati»!q»n ilhthdl tape del. gaLnstCavp Sttinn,pCrhS Adpy (rcsit:rr.«toss sis»v Fqn», dear ifiNnt. w»tnlreixasmer dda:l if Ru. fort 1St. Pierce, ci 3494b o h101016A-ltoolTrusses.lembolll,P.E. Re rodortionofthisdoomeel,isas form: is lohl6iledxilhoetthexritters permission tumors III: P.E. RNiR -Anthony1 P Y P P Anthonyy Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSI DT CJ5A Corner Jack 1 1 A0212099 Job Reference (optional)+ Al Hoof 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. Mon Jan 8 12:49:03 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAd rr-QU6LAhcIZ9mHjcK UCzTuAvPnShyRq?fAv4CBp?zxQt 4-11-11 4-11-11 2x4 = 0-0-2 4-11-11 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 3-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 3-6 921 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 3-6 999 240 Weight: 16 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 4-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 196/Mechanical 2 = 129/Mechanical 3 = 67/Mechanical Max Horz 1 = 90(LC 12) Max Uplift 1 = 40(LC 12) 2 = 80(LC 12) Max Grav 1 = 196(LC 1) 2 = 129(LC 1) 3 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard a'.rdq-twsrnn.ydrode.ue•dimsirnsi:s;'iE[IEt sErns[TENSt.trrdteuigt.mrl—u.d.de:a.m,rM:ero"—in;lrit;mn. lob" r.t.s..a.fE.idna;eSMxE.r.u_eir,:ddusisemk!R.ao:.ir Wit wamrtres snllx nrd ix na rLOaia ed t;.r s0 geEdeN e, lx rein Eq eea}Ik i-1'JU•ep.sansomeua:<da*pMe, i.e,l e.pr eny,r:txsiddy mrs. vnr ,4:muse<e,cni e. V. r¢o our, ad, IM). is an+,s K.a la.aq an serum Anthony T. Tomoo III, P.E. dflrcdrnsm 4064 4Nou.u. tit Uwnns.dw-Matalxfir l.de'l,onprl.uirudeddldelt(,d.R(nttlelaakala.gnte.edd•ll M1egxn dtl dGC.ei sintl Ilte`ras"'ekenhwlw},ro•.fei.sdlldueuiN.urg vdlebeu,dmsif Itd 4 80083 Ztn, EKdrct des:e, 1(a.enWr d:l ad.s sd AnlYa lC6 ad hrpatlnes al tell dfi.t'il ,[ t,a.d Sd lr h'ne.n tLVlpMiskd INa/Stllneldno;elMteealal soda r. R, li,fi fi,l.st..nd Trr ut daeseBs Trill Ueunu,d•ass':., qa a.tnra oMlsssks.daarn, m:<ss dr.- m d.b..d lr.(.lord ae4 gx n wtua tym im4n. rl. inss[,v eel el.. tad e ti purrs Ili— 4451 St. Lucie Blvd. a3 t W. y..;nrn s dug p:r.alnssl roar edd lll ou•. i'd•e us.n.s ldu.lnrlN. opirright 0 2016 A IRoof [losses - Wherry T.Taolbo11LP.f.teprudurtionofthisdourneof,Incoyform,ISpiollibilvIwithoutthewtintopeloilsilonfromA-1RoofTresses-Anlhony1.TomboIll;P.L `ORPIefCE, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1 @T CJSP Corner Jack 2 1 A0212100 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 1-0-0 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 Mi I ek Industries, Inc. Mon Jan 8 12:49:1.13 LU18 Vage ID: P42uXRd_Kj21 gP?afFS_28yAdrr-QU6LAhcIZ9mHjcK UCzTuAvPI W hwhq?fAv4CBp?zxQI LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 10.0 Lumber DOL 1.25 BC 0.48 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-8-0 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 105(LC 12) Max Uplift 3 = 79(LC 12) 2 = 138(LC 8) 4 = 53(LC 9) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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. 5.00 12 w0 N DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.11 4-7 >514 240 MT20 244/190 Vert(CT) 0.10 4-7 >603 180 Horz(CT) -0.00 3 n/a n/a 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=138. LOAD CASE(S) Standard Weight: 17 lb FT = 0% ic[iq-tleest M1atq}J! ienev h['A-I qG l "SSES{iEttEi } HNflmt 1EU[S a rOmtlDfDS NSIn4 "trfEYdirprf',.+t ,fXr h[a_ rail! hsiSe lataehrs ai red Imes a fiis irces us p Dr[viq!IDriul M1r Aektn! E.lesa.•Ig; rE t[Ioa;eSi:.l te!re e:e. @Ins ai-m miei a he tDD, O Wrei:[ aetla lr[s utllansel ix M1ermhm D!. btiras D[siq Ee[ia ie., S![ndh, r[geeK. tie Sala al iDD'pees«rsaarzpareef rte p[k,mtN eapaemlrapt=.M1din hrlEe in:pdtk,:e e Lnsh[khe ee M1e tDe all, warwl. rme k,y[tsaslfin neaq ntinirc.; u Mau. Anthony T. Tombo III, P.E. 80083 dstlhislrmsar[q kil[hl l M1e.sa[imlaldra Ov[a: Ra Owais[:daly YaluM1[41eig6sipa,a a[le[I tI he IlLM1erti a[M1rbn me t£ay[th silai_tmerplrn[dM1[IDD al anti ll.s[dhe inns, uxl [hg dl q.. s:ua h6e1 dherc; sae meM1e[,luanJpd nx radxg.sruA (anaW m:la[rs s9 rA ie M1e IGD aF tn[lrxDses al pfleli r, (Mlnfn![opxem StlJe ldusttw;ttSlil8listadgltl al itU a[iefna:N hr geee[I suila[[ II'I[efiaske eslasiaitia al lAe dlAel ss Aninn, Iis,.esp.giaa edlmsMalaMn, a.en 4451 St. Lucie Blvd. akr, ise iefwi my [:aeal qf[d qa h real N dl![mts imdr[I. Ii[ rnss [xup.gma:s FCI M1±48dq LYvgar. a tnss S[ma'.gaat d [q iullog. [il olydad h ns a[ a lAa[I h R41. Fort Pierce, Fl- 34946 upright 02D16 A-1 Roof Itasses- Anthony 1. Lembo Ill. P.E. Reptodectioa al this deamerit;innny form,i, prohibited without the wiimlen permission from A-L Roof Lesses- Anthony 1. Lembo ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS 1 DT CJ5T Corner Jack 2 1 4 A0212101 Job Reference (optional)' 1 Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Mon Jan 8 12:49:04 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAdrr-uhgjN 1 dN KTu8Lmvhmg_7j7xv75KyZS IJ8kxlLRzxQ 1-0-0 2-9-8 4-11-11 1-0-0 2-9-8 2-2-3 id Load Dell. = 1/16 it 2x4 = 2-4-3 2-9-8 5-5 Plate Offsets (X,Y)-- 3:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 6 839 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.14 6 409 180 BCLL 0.0 ' Rep Stress Incr YES W6 0.04 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MP Wind(LL) 0.14 6 421 240 Weight: 19 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 4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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 = 169/Mechanical 2 = 267/0-8-0 (min.0-1-8) 5 = 26/Mechanical Max Harz 2 = 105(LC 12) Max Uplift 4 = 86(LC 12) 2 = 65(LC 12) Max Grav 4 = 169(LC 1) 2 = 267(LC 1) 5 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard hm'i 11nstr..0yrider6'%1 pJDE1N8iES"SEt(E2}Guall TimEEDYDIDAIS NSf9M t'tCrd?6'Mpf;t g{.fNrImt Yw ksip prnadds Mced weer et his1%sDesip Rowiq;IDPSW 6ek6ur I. T'n'11PE telerq;e Aed lure -ode; dletviu 106n 6e iDD,.ey Wli'uttNrpms>adlxre/ht Re lCElnit eM1l. Aselt krye Eericex _St ache Ee}ueet.11ie Mu -1DD rep•.ummaupa;edt&phstirtd npguaE sps6AihM 6ekrpo&'40?h'ssw w. M IDD Nr.Wn M l-lk dnpnuepin; hedq nnn !eitddin Anthony T. To`1 JO 11t, P. E. W ud6ntmsm rx.bnkgis6et spe Ril4(dhe Drew. D_t7rni,neu N3'd 6, 6e ldq De wx.kl. aeledd6e ll(.6e ttE nlMixal bifiq nn Wl 1. Re gxndd6e 70D al ne fills d th xsia1eenjW41 s*ue ii;Wdi. W betiq su„kll-' s6dAd 3y8eD36z6Adqes¢m m!(xnxur k.lede sd eAtitle lCD eu Me lrmthes n/Aber 121idn(empvdSddrldamene x5t idlYW gln rid iIXl weitfern;Nk heed ledn< 1P'le5ns 9e rtyns vtiHeseM dd.esd De less Denew,Iruss .<,:p i.gmen dlressRmdmkrn timers 4451 $Y. 08Blvd. e6miuedmeiifa:ewmt qiW qn rigor}t}dl }wks mdtA tit En.s[mup.epxer:s lDl tlr 9dffiq Lxup±z.d En,s SSnev.ggnr dear kdliE dl oendsd ores nrn ddaNUR41 11 (o ht D2016A-ItoolIFUSSeS-Whcn 1.Combolll,P.L le rodomondthisdoa id; in on form: is iohbiledwithollhewrinen •emission fromAIRootTrusts-Anilony1.lombo111.P.L Fort Pierce, FL 34946 Pp! 9 1 P Y P P- } Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 A0212102 1NRCSS1QT D03G Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 7-0-0 1-0-0 7-0-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:05 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-MtE5bMe?4mO?ywUtKOVMG KU3CUZU I rl SNOh IttzxG 11-8-0 .18-8-0 a .s r-4>?•2., s, .r.e=. ns.xs r. u, ,:.... ,.. ... »:, r-<,N -.:s a.a,, sn x:: .: x ., ;r,::.aa i', ..n u. ,a.. ,,;; . r,,: .. - a..er LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.10 6-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.21 6-11 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.12 6-11 999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-9-1 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 = 1524/Mechanical 2 = 1587/0-8-0 (min.0-1-14) Max Horz 2 = 62(LC 27) Max Uplift 5 = 450(LC 9) 2 = 476(LC 8) Max Grav 5 = 1524(LC 1) 2 = 1587(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3340/981, 3-15=-3055/955, 15-16=-3055/955, 4-16=-3055/955, 4-5=-3346/985 BOT CHORD 2-8=-871/3017, 7-8=-872/3048, 6-7=-872/3048, 5-6=-827/3024 WEBS 3-8=-10/691, 4-6=-16/692 NOTES- 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=16ft; 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 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=450, 2=476. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 Ib down and 222 lb up at 7-0-0, 123 lb down and 125 Ib up at 9-0-12, and 123 Ib down and 125 lb up at 9-7-4, and 219 lb down and 222 lb up at 11-8-0 on top chord, and 413 lb down and 94 Ib up at 7-0-0, 88 Ib down at 9-0-12, and 88 lb down at 9-7-4, and 413 lb down and 94 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-172(F) 4=-172(F) 7=-141(F) 8=-413(F) 6=-413(F) 15=-123(F) 16=-123(F) 18-8-0 7-0-0 PLATES GRIP MT20 244/190 Weight: 74 lb FT = 0% jen. = -un it Nnaxt ptastxetay «,ie.lit'k!h+if R i3ES;°iELiYgE9EE:I Sifki d:CNR'f6A5(".itOk"F;RfY, ifrS9dEP k+.i''am.t„iy prs pt s Mseal ahs ac stis':r:ss[w;ppr+iq;?66ieN':se tn6 t. taapl:t.i,t+hixsSNn adpae;e. ltltsse eise naeeptEet36,Wt _ Y:let rcrettM ?W1, sun a Hitt. rr ft h add. tsa IYs li p:spa b knfiq..S a I aeertA sear ert:mm •.tn, pahs,ieee ee#snu3rcteei i:mM'kdtsip d'k saple trns i,p;teeasEa P,6 a¢,.uuml_ it de fga a:sespm, hadat mynas. ;atddm Anthony T. Tornbo II', P.E. aad nsadilis'is h, my W.diq:s!k epars hal 611 M?ar arfesr'.N giiinraa t06"hs•pn,ulk;arei tr.W,6,Mai Nk>fa dty:anerd till.ik op.ilgaro as .1 nelf.s. dtulns, is 4e4amAags t'aldioa aN btrtqhn i, hr •rtasntl ra µ80083 Orxt.ilEtghesquadtertada.AAan fam xtsn tt£ep trc.sMy+ieeiasdtetalnysaa3adSdexFdusdahi rm.sbefNMit.e roar d taa.efreNac. ENlde°ras•s>asJ A•e;pd#di! da±I sti,::pr.,.-ssw„p:a9urraal xsHutacna,ere;s 4451 St. Lucie Blvd. otn-. s>, d> dna;aa>;f aped tpu "rctl=:i talins nrehu. :k irs s6±sip E,tuen nl3'fk to ht Wsgan•K rxs irssew Ea{ixrd ,titGe;. ,4cynd:e(tirns.e.s ldi„i n:n?. Fort Pierce, `l- 34946 cpy. ight a 2g ib A l Raaf li asses What lJonih, 111, P.F Repaadoilw 0 this da meet, i—, la.m, it Fiahihited .:that the written Femmoti h am A110.1 hasses- AathaaY 1, Iambo Iff, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE vi WRCSSI DT F01 G Hip Girder 1 1 N A0212103 Job Reference (optional)a r wi E i uaana, rui r r5cwc, r 34 4D, uesiynLa s kruss.com r<un: o. izu s Nov lz Zul i t nnu 2f.1 ZU S NOV I ZU1 / MI I eK Industries, Inc. Mon Jan 8 12:49:06 2018 Page ID:P42uXRd_Kj21gP?afFS_28yAdrr-g3nToiedr48sa433u5OboY1Ggu_01Locb2QsQJzxQ1 1-0-12 3-7-4 4-7-4 8-2-8 1-0-12 3-7-4 1-0-0 3-7-4 8 7 1.5x4 II 7-2-12 i 8-2-8 2-7-8 0-11-12 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 0.51 Vert(LL) 0.03 10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.04 10-11 999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Weight: 41 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, 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. All bearings 1-3-4 except (jt=length) 11=0-7-4. lb) - Max Horz 11= 35(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 11=-268(LC 4), 7=-231(LC 8), 8=-156(LC 28) Max Grav All reactions 250 lb or less at joint(s) 8, 8 except 11=453(LC 19), 7=344(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-421/277, 3-4=-341/278, 4-5=-396/293, 5-6=-402/280, 2-11=-400/240 BOT CHORD 9-10=-238/341, 8-9=-233/338, 7-8=-233/338 WEBS 2-10=-201/270 NOTES- 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=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left 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 268 lb uplift at joint 11, 231 lb uplift at joint 7 and 156 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 92 lb up at 3-7-4, and 83 lb down and 92 lb up at 4-7-4 on top chord, and 42 lb down and 99 lb up at 3-7-4, and 42 lb down and 99 lb up at 4-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-36(F) 4=-36(F) 10=-18(F) 9=-18(F) Kn. PanR:Sxewa'r..ar at'A' ICJr r115 ES "SEti9"`.'1Eaffkt iFt4+3'ANPTi fCAB& "tUT Y kiCS)F;ffK>a6 r R. Yad{ Iefry prFawMS nr E:N Rat rr dls ims Cawp; F.vnc;FOhj W hE t4kak t. Truk Pp,F [ Ie1eRRr SRq ledrEpia 7ehss riee[u!IRedp as C9g, Rh I wlEk:Reih ib sskd 1ERta 9 rzwakn a. ksrt o-,y g v r.yrw ne EE .R r•rp r¢ aayaRE kpaElwa yaRyrr.E: mina* elpe xl Ernsla ae .n t ,,Rcema. txk E aps aE:Narl. mgw Anthony T. Tornbo 111, P.E. RthS :fNRt1",:I.$fµK..'hddrC'..P0.,W, .?:4.g0.140..idxoD"?S.,iN- RtkR(aE6kraikfha.il;dtjml,PRaFIM110!a4rQalR}AflraNkaEtIk53.IRh:JS EatRt11?'ag^,LL'CalarfNkERdgSaNRatt'y9estkljN Z.aoos3aealtiyUeipna! RhRtx kgarlslaRt'7aerkpr ESrarneanfda btayi,saEnsdmhtrraa k pix:.kih•pENStuae•etErr N+geaarageume.rnictals,.elror„ui«r,ai•.lEtt la..wE, s .,gip-:nthEErae a,:sma:cEr..;:ll ray=;:.ac,,rdrrrbm:arrnk l..E.qt>r-MCEla.ead°ke'E+ssosgErgERR 1s;aEwar6,sg1R. ssirsaREyiReAEgMICry:.npifd::NlnmaeR/dRNull:. 445i5t.LucieBlvd. Fort Pieice, t- 34946 apyrighl:: 2giAA IRoalLasses-Aaihonyl.Tamho iil,P.E, hpradortion of this daumeat, in any imm, is pmhihtedxitAaat the -r=:rleo permisvea how A I Roof Lasses-AmhooyCfnmho llL P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS113T F02 Common 2 1 A0212104 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:06 2018 Page ID:P42uXRd_Kj2lgP?afFS_28yAdrr-g3nToiedr48sa433u5OboY1EAu?Z1L4cb2QsQJzxQi 1-0-0 4-2-0 8-4-0 1-0-0 4-2-0 4-2-0 5.00 12 3x4 4x4 = 3x4 7 4x4 = 4x4 11 3x6 11 4-2-0 0 4-2-0 4-2-0 Plate Offsets (X,Y)-- 2:0-1-8,0-1-8), [4:0-2-0,0-1-01, [5:Edge,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.05 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.04 6-7 999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 38 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 395/0-8-0 (min. 0-1-8) 5 = 317/Mechanical Max Horz 7 = 35(LC 12) Max Uplift 7 = 222(LC 8) 5 = 171(LC 9) Max Grav 7 = 395(LC 1) 5 = 317(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/615, 3-4=-340/619, 2-7=-345/571, 4-5=-251/420 BOT CHORD 6-7=-262/114, 5-6=-479/263 WEBS 2-6=-260/160 NOTES- 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=16ft; Cat. If; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 7 and 171 lb uplift at joint 5. LOAD CASE(S) Standard via" No! lop wottm of,* nts I:M, k4 Fr«ur"j am 'on behoyi.Ionia 1'.. HE rdtntu, 5Yd Mot'm Sik*u mi. b lip, It w! kwmdapld,$)dt}endh. I u, di+. lsoi o p mn sv, a cTEep a Mavce FWi v rE.m ,aua n pd+u d :xm w slydxsa alnu+m eae l:o ,nmmi lr sae +. Ee ,,:waur Anthony 7, 7om6o III, P.E. vvt n<ddts ;vvshrt 4>l;s Sa sp'hdkG tiG.m's nrta.adgeddkv hknh sar,Cn;vra ddelH.hea(vn ftv6M aa'.fiag nneM P4l. ixrI a+sfMv('UMar heN +stale l vss,mld:Ewllgysyv arY4live ad ka'q sa9xkr!vssit l7x z80083 didllwy Wsvav::vdenr. ill ad t t-•51'v7 wetEepvhvvs ceE gmewr-ddx taltvwswsvl Sddy kh,sdie7 ,tao-,idN'ri vd W.em+•devsudvar geed geidss+vt>ild+faa i!eseaysd,i esnvldo,esd!i,s0..:r.,+nss.ti:apnen sd'tsssk loruu ad+u on.rs.sd!ada, a Gsavu aped T. n w,agFy e:}nlitf WOW f4:rxss Ny ssp40—h 97lle to 4vsyae+,a ms S.dre 1.0-1 a»W&J-0,**:dMnsnen Fort tdwdn 111. rt St. St. FL Blvd. L 34946 topyrigM nl 2GI8 A-0taalLnsses- Aaihanyl,1omba ill, P.E. tepoodortion at fbis demment is anyfom, k prohibited xithout tht xritten perms=on hom A toot losses- Anthony T.Tombo 111. P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1DT HJ4 Diagonal Hip Girder 2 1 A0212105 Job Reference (optional) i Roar Trusses, ron Pierce, rL 34`J4b, oesign(vaItruss.com 1-6-0 1-6-0 Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:07 2018 Page I D: P42uX Rd_Kj21 gP?afFS_28yAdrr-JGLs?2fFcOGjCDeGRpXgLIZVM I N4mptlgiAPymzxQl 1.5xit 1.5x4 7 6 5-0-7 5-0-7 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 0.19 Vert(LL) 0.01 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 5-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix MP Weight: 20 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 5-0-7 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. All bearings 1-3-3 except (jt=length) 4=Mechanical, 5=Mechanical. lb) - Max Horz 7= 79(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 4, 5 except 6=-228(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4, 5, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 7, 4, 5 except (jt=lb) 6=228. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 22 lb up at 2-2-13, and 22 lb down and 22 lb up at 2-2-13 on top chord, and 3 lb down and 30 lb up at 2-2-13, and 3 lb down and 30 lb up at 2-2-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 24=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=6(F=3, B=3) 9rrovq-NK»'irrepky Ferkw l54'A.. IDJ,RDiscs i'SFtil FNft.E'itYic:QN[t'r1N5:ESi09"tUrEF',::45)3:ER-k 7t'igm. P;;lh fxsl¢r oaeht5 of r.a pksr!i65'rn5 C:5op[wr'nr?pD ead'drt Kp LSrmh tE,fl, Wtw Ss:d ldxt m. Detese! ±Se siel!i ndl i3A ah 141d!mxl!, i si5N 1!nriM 9!r h4 tht ii et N!'t¢:g!p r! 1!l&T Fga,•np, di!ud Nrer l:D ILY w.aa:Wk dkt j!th5!K]Y_'flNSZ fF.(ff-kN±IH NY d!Sitld^>SSf!111ti Nrym!egNrc i:$wr,rtW Rtd. it 4sipe l.sczrmi,INdfg arimA£, t?khlDr pd 15!4(tY15 -a55Mti d an !nrlo!c>,!.£a.,!r5 amr wrr n.wd 1r4o+<',n e;5ar.+erk ur ra ut eua!aww Anthony T. 7omba 1l!, P.E. s 9 fig:madt?bl.ln!atmaaifirr:Dmml!Ils!Sfdlzhss5p:hdxranEligslrsee, u'a'htianJkrt wNxfi!esmigdYof,80083MeEeillrst (x ipa a! n4s:hr. !tl mh sd n- 2rvB tK He psfn:s nE a dd taingmsaw SOM bfi:m k pri i!1 k; N fstrN do Wfi:1-6 pdaf• IN deSR! f,,mk£Im; W d!n5 sf.a d.55N p!, —D-.4 ri514a4—st,+eih, per :,.kf. dit, 5* tsra is rigt,e:f.JKsawr.d 'le:ms0.sq'[4i is OrV.W istj ipu;t, iSsa5k0.n412!f•iI345s"441 •{fspltl:!jrS5n5P!.5Miser Aim1, 445! SL Lune Blvd. ZE{npyrigllT/iDA lYoef lasses AnihsnyLlemhellh 1Iepredetlien er this defeme.L:n nnyfn,m. is pohibodWitham the ti'rinen PeSmissinnlmm A I hd l:nss!s-Aethoer L Nmhe Ill. P1 Fort pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0212106WRCSS1DTHJ6PDiagonalHipGirder11 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:08 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-nSvE DOguNhOapNCS? W23tz6Xdi W3V Eov3MvyUCzxQ 1-5-0 6-2-10 8-10-12 - J 1-5-0 6-2-10 2-8-2 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 0.80 Vert(LL) 0.35 6-9 295 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.43 6-9 241 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 34 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 pudins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 33/Mechanical 2 = 425/1-5-0 (min. 0-1-8) 6 = 447/0-5-5 (min. 0-1-8) Max Horz 2 = 142(LC 4) Max Uplift 4 = 27(LC 12) 2 = 251(LC 4) 6 = 304(LC 4) Max Grav 4 = 33(LC 1) 2 = 425(LC 1) 6 = 447(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-455/204, 10-11=-471 /216, 3-11 =-401/221 BOT CHORD 2-13=-282/436, 13-14=-282/436, 14-15=-282/436, 6-15=-282/436 WEBS 3-6=-535/346 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=251, 6=304. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 58 lb up at 1-4-9, 38 lb down and 43 lb up at 4-2-8, 38 lb down and 43 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7-0-7 on top chord, and 66 lb down and 5 lb up at 1-4-9, 17 lb down and 45 lb up at 4-2-8, 17 lb down and 45 lb up at 4-2-8, and 39 lb down and 77 lb up at 7-0-7, and 39 lb down and 77 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=58(B) 12=-83(F=-42, B=42) 13=1(F) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) W.M Norw are m rnav INCA' tcof r 9W5 yr5ft,Et', 90.1€'Elks i:OYO.'t.Jt5 EF4P,E10Teir; fee. i.ih blip f—W, Id "t uhs n An tn:s l up I wri (?s7Dim1 1. itdtar t. heir lF P,f, h '!* F"d Me asr. 9al!ss'*A1, sietti. b t B, nh wlrt mon. >tsn: wlA!a dwr !ro. wH,du esar sdcag Ey: .a sr:uir Feyam 6 I+Rat:a !a.,!r:mac uraanrprfes> dc m!e< a;pew: mmr xan pd;!s cln,a f!q e. n.t oral!. eH IN 1, toc Imp ,f , S,i ,r !names. elm Anthony T. Tombo lls, P.E. ueq'r0N'T'»1.men.e;,d!! c;r;n46,0 mI—esnf.,A 9.I!tiliq s:pe•,aa-W.1n!IN, w'A:dca ,Weit!W wMI, txargrc9.uarrar MUi. o q- 0A!I—:wjWAq,sWx,!oannaek.m,df!fi,!!smsc+txc 80083 1 ru to" 6.sipuaal 40,ote' sn.d Itd noMmdpr-.1 nrcw.o tk t—W sdd. wtrc ,.^ X `re,vgW t W.1.!,dawdwr Pwd rif n! in rs r, W h!, d ri.ss N.px', s»p60 n1'rw wa mn.4- 4451 St. Lucie Blvd. 9flMa;;?.1j3414.1: e.RAl e§t3l eFµpai^Ikj t;[-i tplR1 nmt!!R'4.ta:5D.sy. 1t91ttKi5 C)r At RdNny 6!syan_fr ass Srdtv:.io`e d iy ;1 <>,itd ialMm Ne.:1!tnel ir'H i, Fort Pleree_, FL 34946 Copyli9h1S-20'h A I Rod Trusses Anthony 1. lomho III, P.F. Repmdorrion of this dowroat in tnrlo!m, k pmhihiled vitlonffhe wd"topermission 1,mmA-I toot bosses -Aethony L tamho 11L P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0212107 WRCSS1DT HJ7 Diagonal Hip Girder 3 1 1 Job Reference (optional) *' Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 1-5-0 I;W2t60=__-, . _ _ _ t-_ Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:09 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-FeTcQkh W8? WQRXneZEa IQAfoY6zcEdO2 HORN 1 ezxQ1 5-2-9 9-10-1 2x4 = 1.5x4 11 5 U4 = 5-2-9 9-10-1 4-7-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.08 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.03 7-10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc puffins. 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 ouide. REACTIONS. (lb/size) 4 = 134/Mechanical 2 = 548/0-10-15 (min. 0-1-8) 5 = 371/Mechanical Max Horz 2 = 154(LC 4) Max Uplift 4 = 86(LC 4) 2 = 213(LC 4) 5 = 81(LC 8) Max Grav 4 = 134(LC 1) 2 = 548(LC 1) 5 = 371(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-978/222, 3-11=-919/230 BOT CHORD 2-13=-309/920, 13-14=-309/920, 7-14=-309/920, 7-15=-309/920, 6-15=-309/920 WEBS 3-7=0/292, 3-6=-979/329 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=213. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 43 lb up at 4-2-8, 38 lb down and 43 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 Ib down and 89 lb up at 7-0-7 on top chord, and 7 lb down and 11 lb up at 1-4-9, 7 lb down and 11 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 Ib 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=42, B=42) 13=-15(F=-7, B=-7) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) V A PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% fcaq t4nl NarryHt uaer M'1 ItOG1P4'Ssi"SFtIEE'}6tNitAtl[Ig3a(JkCtlI1p1S O1SI49'y'itli;l?d(tR0€{CI!fNr lua Ye fihsip lumelns Irwfui;salYsin:sasys 3rrnt;l[icd Ue,ldk j t.ler pLFEtelm°.:e Sbad i;:re eu Ulleu NSevisr fileia Ml iPB, nary Mddet.auenm ties aril x:nd lw lk lCUUA rNif A;ilrn. 4 Eeaud.i ,St•ich fyuer tx .!TOD rw is m mepa;e at, pdnvmleeymmy npasilllin b. he ,pat',"011ress hektei u Rr TgOnl.uh, lAa Theino.u:pies bray nuusd, snMday Anthony T. Tombo 111, P.E. c!1 dhstms+u Mleyi tA sp ilifldtie0 d+UrxrsaRww>.LahrF.illgDegreraktrdvldhep(,1l;IdtulhelalatrtFysdeedlMt.R+epp rdllydUgadrrtMld dhrrns,inlrtgf>mNly..sYreu•hlld- rlaardy,upieherl;pmsad#id 80083 t&C-.t tCespe±ree Rm ul.:7M 4M- hl ICU Npmun ad PM ah 1wil!R pad Sd'I.'dnnrAw"Its4foh4A b M W iAU."Onntd hr peu,dpit Tid hSms a. !Speak iu: da ,0N4 i`ns 00p., TE, Uop Eparn ad Tress xrdmwn, alrss 4451 St. Lucie Blvd. olvvne hlneik a;adM speed yarnvnluthl0 prvn usalel. Its inns R9pa-rpun.s AEl he Sedhq Roper. d Tns, Sfnen'ym off ASNat. lUnax>drent—irt.40111-I t0ppighlD2016AlRoof lrvssesAathvnpl.ivmhvlll.P.f. RepivdntlionUlthis dvameei;ivenpform, ispiehi6itedwithout the xritlenpermission from 4-IRoof Ldsses-AntlanyT.TvmhvIII, PA, Fort Pierce, FL 34946 Job Truss Truss Type QtY RYAN HOMES / SEASIDE V1 VyRCSS1 DT HJ7TX Diagonal Hip Girder 1 A0212108 Job Reference o tional Al Root I russes, Fort Fierce, FL 34946, designLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:10 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAdrr-jq 1 _e4i8vJe H3hMr7x5XzO BxIV F?z5CC WgO3Z5zxQ1 1-5-0 2-4-3 3-9-14 6-5-5 9-10-1 1-5-0 2-4-3 1-5-11 2-7-7 3-4-12 3x6 11 3.54 F12 8x12 - 4 5 3 y 2 1 d 1 tr g A. 19 11 10 2x4 = -.. _. ... .. i 2-4-3 1 3-3-6 a-9-1 2x4 11 1 6 T2 Lj 20 9 21 3x4 = 1.5x4 II 6-5-5 r 9-10-1 2-7-7 3-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL' in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.23 9-17 507 360 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.44 9-17 267 180 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 9-17 389 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 626/0-10-15 (min. 0-1-8) 8 = 95/Mechanical 7 = 477/Mechanical Max Horz 2 = 150(LC 4) Max Uplift 2 = 289(LC 4) 8 = 16(LC 8) 7 = 223(LC 8) Max Grav 2 = 626(LC 1) 8 = 103(LC 3) 7 = 477(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1283/492, 3-4=-252/36 BOT CHORD 2-19=-573/1222, 11-19=-573/1222, 10-11=-582/1233, 5-20=-637/1364 WEBS 4-10=-398/872, 3-10=-1475/696 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 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 100 lb uplift at joint(s) 8 except (jt=lb) 2=289, 7=223. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 100 lb up at 7-0-7, and 100 lb down and 100 lb up at 7-0-7 on top chord, and 7 lb down and 11 lb up at 1-4-9, 7 lb down and 11 lb up at 1-4-9, 76 lb down and 69 lb up at 4-2-8, 76 lb down and 69 lb up at 4-2-8, and 12 lb down at 7-0-7, and 12 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-60, 10-12=-20, 8-15=-20 Concentrated Loads (lb) Vert: 18=-169(F=-84, B=-84) 19=-15(F=-7, B=-7) 20=-151(F=-76, B=-76) c? Dead -oad Dell. = 3/16 it 1 sn eV N 0 mN O PLATES GRIP MT20 244/190 Weight: 43 lb FT = 0% W Iiq Russ lknm+dss kr&e'„IIOU 1GS;Yi"ifttEP'1, 6Eg1d 111Z a(7k-NITC11, IMfC?GMftl'Imn. YrtTrksigs lauM—tmd—x6lsimrzhkat t LnmDPP.7ehs>NkrrlsesWd WIN Too a eh k'ie: w "r r:re saml knef M IN no I, rd. 4;. Tr Unit, [.- sp-NNIi-r MI au -Mars<mn xugs.edA pAe iurl uc s esI-Id WIN aiarre :,$t: a - I. WkIDo I xrlil l. f;e s r<{tar lady ren .:. n me r Anthony T. Tombo III, P.E. 4 itDI, I- Tr .Nim; is f4 p Staf at heP IM0—sedw 4 grit w 1, l.ikgD ,rue, mda oat t9I [If. be B( wl Me lm. Nitoop W .41 L D+ v.it k Too W revl ll ei IN 7rns, Mmq Nidl:ag,,^srq . it Mld aWs-j Mk I.mrwsiadlyd Z 80083 ttxtcd g zs ga el(xo ra-;M ed s Aie&e lCD cal lk patlireswdrrdeinesetne!'lli e(frt >r id>t. pdaarrt !L4'rraE9 Vooti.wb as rele edlrysraalyda ,. IP IuSus = esrsaunahrs ad idle adetxss Desuw,r s.<,:ga;,gisen ed lru.s N.aduMa wsss 4451 St. Lucie Blvd. o9v*ise M: rN brernoM gruM nkarilitl Er rll rah--. reL ti. to>s [huq..riva's o013 DMg Detip::.xt-Srste.girur r!ary rullul. tll msn.rred :nsaaos d!faelmifrl. Fort Pierce, FL 3494b topfrighl D 2016 A Root Toms -Anth¢oy T. 1-his III, P.F. Reprouuction of this doameni, ie any form is poh:6;ted without the wunen permission from 4-1 Root Tresses - Aothony T. Tom6n III: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1DT J4 Jack -Open 2 1. A0212109 c FJobReference (optional) Ai moor Trusses, Fort Pierce, FL 3494b, clesfgn(Na1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:10 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-jq 1 _e4i8vJeH3h M r7x5XzOB01 VOszAOC WgO3Z5zxQl 1-0-12 3-7-4 1-0-12 3-7-4 1.5x4 11 3-7-4 3-7-4 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 0.23 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.02 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 14 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 3-7-4 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 = 221/0-7-4 (min. 0-1-8) 3 = 87/Mechanical 4 = 36/Mechanical Max Horz 3 = 80(LC 9) Max Uplift 5 = 148(LC 8) 3 = 29(LC 12) 4 = 33(LC 9) Max Grav 5 = 221(LC 1) 3 = 87(LC 1) 4 = 64(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-201 /324 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=148. LOAD CASE(S) Standard a•slaa '11 OU IKSSd , IEtllS a {Jk trrD, OlgnM i'tri l k ImCdL=nEpftl'tnm. Yardr darg tassehrs nod: W 2s a, lus im, s ya'srig;tDCt W tk tdkg t.tera l7 P I. ldnn:eSnedsloe ea Dales dlevizukki n tk MIT, nit Wi' dar pees saella n.l lm or iC-0af fl III I Dy lr .i sr. m[gieee•, Ix f 'IDo rMnayt IsauM..4th pfe ler¢r 't IN m1pat .ail ini tev;tn a lk Too My, ndn tell N d.v so- luaq it e;, nm tt Anthony T. TGrttb6 I3I, P.E. Ned'tislmsh klirg's tle ss kild'rdne Ox ,Ma Jxsn u.dsN 4 gvi tl.4ilt Ds-n ss oer td he lr( tle Ur mdtl I bs ling ul sd TII @egsrerd dlk CD sal sp TIM s dh 7,rns,.W.rtsd:q t". e' mllef adg wD6'Se.r.pnsuutld 80083 tFet d, q,es<Re sM {aa'kx ..9 adr sd eA ss<IC9 nl l! ratrc al IsI1N ssdliar-tl' [am5f I Warm IU isa'sW It lei Isttl ne dnn;ed is pearl gsi{asc. IP Ix4xs 9e.asdnsra rhas uA dv:e aDe 1•et<@sra<t (rns,.e.ga;gsaen sdl .skn.duhrn; afesr asmise 10.4 bt s.nhd:rW:gtut inns tydi ou' mrals>t. rle I—[ev - ACT s. bd 4451 St. Lucie Blvd. S S t p-ap nn., lig xupe;.ut „Slma mtiten darn tuNrt 111 n^ai edMns n: as ida=f in irN. IRoof Trusses-Anthonyl.]umbol113.t. hprodudionofthisdorcmentintoyform:ispohibiiedwithoutthenrinenpermissionfromAIRoof Trusses -AnthonyT.TomboIll. p.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 DT J6G Monopitch Girder 1 1 A0212110 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:11 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-B 1 b M rQi mgcm8grxl gecmVbkCjvepiaOLIK8d5XzxQ1 3-4-2 6-4-0 3-4-2 2-11-14 1.5x4 11 3 5.00 12 3x4 2 3 1 1 blu 6 c 9 10 e & s e 5 6. 2x4 = 1LEU x l.E • 4 , 3x4 = 3-4 2.. 6-4-0 3-4-2 2- -1 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) 0.02 5-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.03 5-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 29 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 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 1 = 515/0-8-0 (min.0-1-8) 4 = 573/04-0 (min.0-1-8) Max Horz 1 = 113(LC 23) Max Uplift 1 = 249(LC 4) 4 = 314(LC 4) Max Grav 1 = 515(LC 1) 4 = 573(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-921 /432 BOT CHORD 1-9=-458/840, 5-9=-458/840, 5-10=-458/840, 4-10=-458/840 WEBS 2-5=-315/552, 2-4=-940/512 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=249, 4=314. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d 0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-297(B) 10=-297(B) as d%enr kf I eity i'.Ip Cs1R SSEi "iHEEi`ifi ptlElEL at]N'I Ni OliipN C6GP:TphgC{lfN:^Ikn. ie hlsig pkkfr[md rtNa sutvs rrv;s >pAfr!q {IDti M@r Aek ep t.Ifs fit lE lef nau kmf e:a lkles•uknNx eleiklk rug We Yei'.kkmrp+pe II nel lase iemsf iHl. d,fi 01.1,E- Spindly fxs1 TDD;fpsknm¢tfera;r dit,,.fts W eepr uj rckJm Anthony T. Tornbo III, P.E. Id-1'iii l.roi &'Ifttdicn U drtr"elt±7 Il J:i-i k$aY +d jW of 4!e4a Df'km ile kvl4f fl tillr(IAt ldi killf ltf6.falFtg (Ik iNd-I rE lf3!f vGlb DD kd keluNxtE tt Hf frti, ttelk Fjf .dl'j. b.K+IE'hlltl' i!(pl0t§NN Bt'A . SIEI Xr tI 80083 mtN-amd rs ee.ak .[Nkl saeAk-IktlCUslEdpxek:aeddfdr ffEialirdu[fpna5da k8mk%arulisrcfErlwalittaafe!deaNmraeklaadkule-Itf aestrfsprs!xinrffeaaewnarnsntsiefnr,ss.f:ganpkf!aalf,sua!,Wfu.f!.nes5 4451 St. Lucie Blvd. ek.mseltnkdlya.xr:ana;rtdwf!vanmssrill pkaec mlad. ttetk:s[x>;p i aftr:,Net s+»aa3cr,ia:kEn,.sr Ee.igfkrdm,lsivag. All- vely.:k dilafrmE%1. Fort Pierce, FL 34946 topyrghl02P1h A -I Roof Tfnsses Anthony Limbo lll, P.E. Rep!odortion of this douoert; in anyfmm: ispwillbiled without the wl itlen permission from A-IgoolLesses-Antlnny i:7omba Ill: P.E. Job Truss Truss Type Qty Ply RYAN HOMES /SEASIDE V1 WRCSS1 DT J6P Jack -Open 4 1 A021,111 4 Job Reference (optional) r mour i iusseb, ruri Fierce, FL 34946, aesign@aicruss.com Kun: 8.121.1 s Nov 12 2011 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12.49:12 2018 Page ID:P42uXRd_Kj21gP?afFS_28yAdrr-fD913mjORwu?I?WDEM7?2pHCLJwtR4tU tAdzzxQI 1-0-0 6-4-0 1-0-0 6-4-0 Dead Load Defl. = 1/16 it NN 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 0.88 Vert(LL) 0.29 4-7 255 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.25 4-7 301 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 21 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing. MiTek recommends that Stabilizers and requi7,ncrossbracingbeinstalledduringtrusserectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 163/Mechanical 2 = 314/0-8-0 (min. 0-1-8) 4 = 82/0-4-4 (min. 0-1-8) Max Horz 2 = 129(LC 12) Max Uplift 3 = 103(LC 12) 2 = 160(LC 8) 4 = 67(LC 9) Max Grav 3 = 163(LC 1) 2 = 314(LC 1) 4 = 114(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=103, 2=160. LOAD CASE(S) Standard ahtiep %fr<f Eafryrdp nru*be'II FJIIs II(SSi•'iEtLEE'j 6EMTEInk E (rJ iCa9i0BrON i1,1"I;A,'"Ia(oE11fn"hrm. t0f6fsief paaednsal Foal mhs a his Tv af>ga wii.iq;IOr(f 46 WWI l.lamEa l!I f I Id—ii,Saed W,rreen adfrz afifwist Aw a I, IDa,alp Wl' eadf p de ,aellx el laWlCDarfrtlN.Isti saeiptEtace ie Spy-MEj fc Itts U rNarepnsfmwttmds:fdR pdsimfeepcaerrcp ra ilagrbrlEea:rttreeagle1. see>ut ofTCO d ale t%L?r d 1e s paa;leaq rt s: tfkdR Anthony T. 7omoc 111, P.E. aEudtirctressA. kddgstlelac,arlardtafOwa.tMJ e agr w g.+flad Efleig0 iafra esate:tdtklHtieN'alXelfre&Ingofe dl I R.gseridtklaa iapMN dhe im•Ims Ey'+a.ualld F+uq pif'be pfaangd 80083 srelndiguntCrienl4:Ia(f s4.Ai [COW ltfp to eal pill sdli r-N' {f N d Sddr lc'met'if ,pfdiSrdNl% !ir{4 of ldtla Wla gf. it p.dar_ IF',1&irxl b.=lskfnklmS ad Eqr ol ft I,."ae..'1ns CE;:."agiaa ae1—tradaarn; 41's Isf ! dial Epa.al?Sd.gtftS unuq ES dl paces mrlr.i. tf: rn;s [2 a:spaea ,NBiN Efliuq e,iae•.a l'f,s Sydea Effinelrtmp fdNop. all apro ed ro,as a. es ldi.lartFl. 4451 St Lucie Blvd. ZhFortPierce, FL 34946 toptrgh1 2014A-IlaolhasscsAothonpT.TamboIll,P.E. tepraio¢ianatthisdafemenp;innnyforma:pradib8eflxithoot!dearinenpermissionfromAigaotirasses-AntdanyT.Tomballl;P.f. Job Truss Truss Type Qty I Ply RYAN HOMES / SEASIDE v1 A0212112 W,RCSS1EFT J7 Jack -Open 15 1 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:13 2018 Page I D: P42uXRd_Kj21 g P?afFS_28yAdrr-7 Pj7G6kOCEOsw85 Po3eEaOpOJ IwAX7eCedjAPzxQf T-0-0 7-0-0 1-0-0 7-0-0 3x4 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.10 4-7 823 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.24 4-7 349 180 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 -MP Wind(LL) 0.19 4-7 438 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 142(LC 12) Max Uplift 3 = 115(LC 12) 2 = 83(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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.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 100 lb uplift at joint(s) 2 except Qt=lb) 3=115. LOAD CASE(S) Standard Dead Load Defl. = 1/8 it c? c%o PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% BRtiq-N.Se dn,.tid5 r=+ex he'A-IgC+itlS5;3'sEttEt';t 6EpftdE lELn6E[OF?d(IP3501<.in9'tCf't';d.'Ngr,9,µ[Ar1a Prdr tig tnaradnsai rrs9 masxlas i?as ig aviu7 6CSui tk 6elk,rTLLa'at!i, PT. tdmare S4eel aefre h. 9ela;rAE•rvise mhenlLv NO arYt - lulei!urrzel jwsidl'x .nal im lklC6d tt old. AS, 7raSs 0!.I, ;.rr, a swa,h+E,geee.;, ne:nln,er [ou:epeum care a;ec}Ite tlameel er®rce;rzsp,sitninAr eu,:atr :etl>.[ac Eeai:ki ee ne int ,dr. wtrr r?II_[k aesity ess.otrre !trFil neNnhs..1dol r Anthony T. Tom3c III, P.E. aM itiis}s'w 41eut.UerSp:ililApol#M.:ViieU>ueisr+Mol" or tlfolfin0r.-,b,*.dedd.eltf,orW.16,We6e!164,it WM.Itkgxrrrldlk}C6ndour ild dllernS,iningEsdl>y;'rttmkildnut 1ogB'Mcpsnsado4 =80083 ttL,43; erp eVut:n4..1 MIS f_d eA re N IUD .1 to, pnus al t 11 ftutU.1 Ump-0Sm1p pw"w p Inal WX ere e4n4 tr p..l p4e 1&e9,Fz,,I.,i..ih„Wdw.nlxl.,SsO,sigx T,,,s.,,ypu.pe,rrdlirskxatad,rmoss YYY ,aer,ke renal lva;.Imd .9 spa, is xntup lP dl puae,inar.l. }i [.a[„ite.ep.,e'. NGI d=Ga gC.eupa,x[n,sslstea Eafuec dmrr adNay. tll.r:^e r re nsuan ei•rd.nFr 4451 Lucie Blvd. rort Pierce, EL 34946 opyrigh)02016A-I tool Trusses- Anthony L Tombo lll, P.E. Repmdudkn of this docomeet,innot form, is prohibited without the wdnto permission from A-1 Root Tressas- Amlony 1 Tombo Ill. P.L Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 , WRCSS1 DT J71D Jack -Closed Girder 1 1 1 A0212113 Job Reference (optional)t. Al Roof Trusses, fort Fierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:14 2018 Page ID: P42uXRd_Kj21 gP?afFS_28yAd rr-ccGVTRIezXBjXIgcM n9T7EM kh7j3vwFn R I M HiszxQ 3-9-14 7-0-0 3-9-14 3-2-2 1.5x4 II 3x4 = 2x4 11 4x4 = 3-9-14 3-9-14 7-0-0 3-2-2 Plate Offsets (X Y)-- 4:0-1-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 4-5 999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.01 4-5 999 240 Weight: 38 lb FT = O% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x6 SIP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required. cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 501/0-8-0 (min. 0-1-8) 4 = 1829/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = 126(LC 8) 4 = 578(LC 8) Max Grav 1 = 501(LC 1) 4 = 1829(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-997/248 BOT CHORD 1-8=-309/901, 5-8=-309/901, 5-9=-309/901, 9-1 0=-309/90 1, 4-10=-309/901 WEBS 2-5=-142/632, 2-4=-1011/346 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 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 100 lb uplift at joint(s) except (jt=lb) 1=126, 4=578. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 43 lb up at 2-4-12, and 176 lb down and 60 Ib up at 4-4-12, and 1509 lbdownand 464 lb up at 6- 4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-96(B) 9=-176(B) 10=-1509(B) Sei># q r4os: asl, niew ht`A b t« S',`SR;I' ,3s4, EF.U°'b.TNDT JtS aiT,N'Etlf;r,,i61?rr:Etk.JEP'wv t.•i le.9¢fmvatlrs ad t:N SPttswiks-risfa-gfi`n{^P6i ml satiexn-F.Ftagl3,rE fdfl:aEi N!eUd3 xaot, )tits>t'xRe ;finetadq ill-7I ki ksmnmr elal siell be asee hri t N eAl. l,ei. d;epa+n{ a seems y z';in s i ri^h itx teE xra iiaxs aY.fZdcs:rcea: efriap iscr:_mie '6a ksip a(aay4e ksss Rr he c«Ctt DnN.. uG•r t?ti. ivta- c•rcjs ked x.Ans, saleFdn! st Htks?usM d twsa, yea«s in't .s ms syEa rr: a:d ts:. ,u>n:Fxa arse nt. ne ut ead a ,tmtir a,aixu ro i f rirx.EarRe t r„ tsa i..a .sir erxnn e Anthv€iy 7.80083 Il', F.E. sp a9 op ecaq saeil rhr vasiai tw 60083 4451 St. Lucie Blvd. eaw .dyad y. ofrxnxS edtsN qu .i^iR ii i.rwlQ tirJ, It tus Bnge to;gar si7»e t. t£'96>.st;a sse,lers nei€e« I !i(Ig .[9ybH irasataat thef n:Pi. 41raikt-,'.. 3Ui6d-i Rocf iiesses hi4sn LTamho t11, 1 9atedanioo a( ibis dcoment,il my loan i iohib.-ud xAhoutlhe wistten eim Won',iam.41 fodho'e<. - Fort ? i='i'ce,E=L 3494b Yi9 9 p - - p p AnthnnyLTomheE6,P.€. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0212114 A(RCSS10T J7P Jack -Open 8 1 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:15 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-4ogthnlHkrGa9SFovUgigRvoTW 1 meQdxgy6gElzxQf 1-0-0 2x4 = 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) 0.35 4-7 240 240 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.29 4-7 284 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 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) 3 = 180/Mechanical 2 = 342/0-8-0 (min. 0-1-8) 4 = 93/Mechanical Max Horz 2 = 142(LC 12) Max Uplift 3 = 114(LC 12) 2 = 173(LC 8) 4 = 76(LC 9) Max Grav 3 = 180(LC 1) 2 = 342(LC 1) 4 = 130(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) w 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 100 lb uplift at joints) 4 except (jt=lb) 3=114, 2=173. LOAD CASE(S) Standard Dead Load Defl. = 1/8 it PLATES GRIP MT20 2441190 Weight: 23 lb FT = 0% Ztwaeiry tlnst M1au rris: M1e'kltioll; SSEi i'SE[IfC}6EpElA€IELYSE 14AMhat i1.u.lldess Winvise lhld n IN FID, ny Wlti snetetn L:rts WI x Nd 1.M1 TM It, As, lr o 9t Eeaau e. SH•hm Eagtta lnseln t1DD •epesMlmanpaledtte raksitni tto -9 vttNdderin sh m:p afM1x sag t ss tetinel et M1e TDB nh, nln T9l. ThlA.R. s N 11.6,id-,uliddit' Anthony T. Tombo III, P.E. nlmdtfitlm 41ny i M1 to ltildtdtae0 n. Re O'+wsrRn-N t M M1t Miinge siun,® oclertefl#eltt. tle lL(nt tl< Im!eel6r;oh Wlh-I. Nei? dUt Too Mtnrd dh,I,.t, ixhircg{1e1: 3 er'htlenn a Wdtq,a.9 h'h'[spuiftlh'd 8G083 uesa:>: ysts;tnrn c ta w_.aW sreaalinhelClLmnrpmuesaNtti+eLhesdntLeuhL[eoprersaelr:.nn;NSllLrtf+tdNliloMit{Aneulnz;NlatenWl.iinn ItTnSreS tntFfiiLYI1t1W!'l1 tSWihT!tSSCfflIW,TINS:ATLOjtIWn4 IiCiSh9WMMn; <5f 44515t. Lucie Blvd. elNwiu leM1n/EfaExRal nlaLnit,rfinLtS dlLaNt; iNahN. Ti+ Tnn[eup upna:s Kai 6! 0xq by r.a lns,S;mwfaprea dmLWha!_lp saoiirN rcsesm. ts+Aa!W11-I. Fort Pierce, FL 34946 ieppight02016AItool Trusses -Aoihony1.Tomb Ill,P.E. Reproduction of thisdocomerT,inanyform,isplohibisedwithoutThewiintnpermissionfromA-1RoofTresses-Anthony1.lombelll:P.E. Job Truss Truss Type Qty PIY RYAN HOMES / SEASIDE V1 , WRCSS1 DT J7T Jack -Open 4 1 If A021 115 I Job Reference (optional) Al Root 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. Mon Jan 8 12:49:15 2018 Page ID:P42uXRd_Kj21 gP?afFS_28yAdrr-4ogthnlHkrGa9SFovUgigRvi4W2QeOxxgy6gElzxQf 1-0-0 2-9-8 5-6-8 7-0-0 1-0-0 2-9-8 2-9-0 T 1 5 8 i U4 = Dead Load Defl. = 1/8 it 2-4-3 D-5-5 4-2-8 Plate Offsets (X,Y)-- 13:0-2-3,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.15 8 562 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.30 8 275 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.27 8 300 240 Weight: 28 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 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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 = 81/Mechanical 2 = 341/0-8-0 (min. 0-1-8) 7 = 365/Mechanical Max Horz 2 = 142(LC 12) Max Uplift 5 = 81(LC 1) 2 = 78(LC 12) 7 = 134(LC 12) Max Grav 5 = 26(LC 12) 2 = 341(LC 1) 7 = 365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-332/264 BOT CHORD 3-7=-426/343 WEBS 4-7=-468/580 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 7=134. LOAD CASE(S) Standard U." (lase riau¢dr ceder iie'bI 10Cf ltussis,"SRIEt's GREIA IElms E OW IIC:a<, NS@4 rWfir Aimm.,calmr laa, Yni, dop rumrku of aw n es a Ns I., Ce 9n Drariar;tf>h aA Me ldleef 1.1-11: r.E. ielaau Shut s!ae m;e. hles±eA. ise shled u th IUD, 0 xlet:Kam.raessvdl;<nalEanalcnai Ne. tsei ss0 geEeaicex ie. Si:kltyfit; t InutTDDnrynnnnauyl-1ft jan-deeP-iq espe id!Mrteh,pab'.#BEm'supad"MToo d Iri.9l rkte,q,a vms laaq nags su*lD. Anthony T. Tombo 111, P.E. W udritslmsM kilaq i rie q riilRtdne Dr de 0- ;adnd yegmaria bilegY Uesmsr aie udwdrielK, rie ttr IHs IeroM un nilMl @egaeddCe iUD nl nr felt drii siai deg taMl ys`J a. loaf ut lreraq suikrie:a7romu d 480083 aer-a:aq q adt.e.;a. saves d AMW100 to Haan sa/phr adsa1,001 U.pnridet!W..nn;aSlj,Pa tyIM.1SKAaeu—ilorYueulphi Ii le—i±e? nift".4Yda 0IN1! soesaea,1—D. ,;yang AT.,9.4.Wa ,n:<ss 4451 St Luei2 Blvd. asrsuhhatdya:waen,yns nawnmYymr.nrs.,ded.tiarrsss[,iy pnaaset pdtaj[2,:Galas;sTmeEasae.d.gaauaE.suoraaaefmusaaestd.,tatru. FortPiiL.ci 34946 npyright 02016 A I tool Tresses- Anthony T. Tomho IIL P.E. ReprodeNon of this doumeel;inanyfow is peohibiled aiihw lie nritren permission front A IRaol Tresses - Anikony 1. lombo III, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0212116 1NRCSS1f T VM3 Valley 3 1 Job Reference (optional) Al Roof 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. Mon Jan 8 12:49:16 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-Y_OFu7mvV9PRncq_TCCxCfR3TwTONtt4ucrN mkzxQi 3-0-0 v n0 2x4 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 0.11 Vert(LL) ' n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 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 3-0-0 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 quide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 42(LC 12) Max Uplift 1 = 18(LC 12) 2 = 47(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; 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) Gable requires continuous bottom chord bearing. 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 20.0psf 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. 6) Bearing at joint(s) 2 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 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard 4`eaa{Pxa;: ^rca it •efirfrlx F IIV. iPtS):5,"S:t,"6 ,,,E¢iLE,.d'i..JN[ i?Ei£E'Fi .f7iJt`I .153?Cwtl 1' Vie. YsiEsk;i Fslasftts snf i. ! aetn ac NiS -n:5 C f t r9f;,:Ed xW?x EMkep t. iaap i _ t's, trhEt¢:eSjnq kfu: a,e_. 7ritSi e6+itt!kht to dt P,p ake Wttk rarettlm aime5 t f s cm tr mt. tsr .> E es;ay t v.ocR Eaf .;n toes e P t;srt t avwM?a'd rt 53aBa^''P A ,=r ate.-: mie Yxd^iys6 :;a .l s; l gimeexdat ¢ h, aBfa tak•t Ey ryt piPa .ertm,. ;ant fin± Anthony T. TontM It:, P.E. fDf Yh GdFiS 5181 r.S.QBj: 4 Spce3 i51111t u.M daaea(33tiX >i tjai Pt Mt 4a dfi kBM'r +i&m tttft lK. 4u fri Wf NEI stwfap: iti Ett fiP ii9'N(h N .v Rt1P. 4M(kPI tS.. nliS af Mr Sk' 'Ittiti 9 F8Cej W,SII 34 "AR.4"",yAii9Ei r% ± 80083 h ra}[s iv rr Pt Ett t shi mr t ya 5a e a ttt w«xsan n a n k a w w fsua _,tn a aNar a rnis Mrt Smi.a;mta x, t.,;t: }{n..rulunSNmecs„,,, 4451 St. Lurie Blvd. t s.->=d*^.azi iEs6srtaa ngtni ryw u..^iQErs. tni.keebd. 9t 4as Otuae Ewem is 9J Ra Sd4lny s.n c ss s4,.e;hsgtrm drc,Ylb +ffxpM.,dtrrasatas dehnei ix H:. * Fort Pierce, FL 3494b tappighi'r'<2©i6A-It¢olbusses-AnihanyT,TomhaIII,P,F,tap,dadionofthisderament,inanytms,isprahiWadwth¢attheROtnp—.woniiam.A-Itoofhasses-AnthooyLTombIII,P.f_ Job Truss Type Qty Ply RYAN HOMES / SEASIDE vl WRCSSI DT JVIMssu 5 Valley 2 1 A02121.17 Job Reference (optional) 11 Roof Trusses, Fort Pierce, FL 34946, des€gn@altruss.com v 90 2x4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 12:49:17 2018 Page I D: P42uXRd_Kj21 gP?afFS_28yAdrr-O Byd6TnXGSXIOmOB l vjAls_EBKpb6 K7D7GbxJ BzxQf\ 1.5x4 II LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 15 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 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/4-7-6 (min.0-1-8) 3 = 1/4-7-6 (min. 0-1-8) 5 = 224/4-7-6 (min. 0-1-8) 4 = 1/4-7-6 (min. 0-1-8) Max Horz 1 = 72(LC 12) Max Uplift 1 = 5(LC 12) 3 = 1(LC 1) 5 = 89(LC 12) 4 = 1(LC 3) Max Grav 1 = 90(LC 1) 5 = 224(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-169/285 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) Gable requires continuous bottom chord bearing. 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) 3 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 100 lb uplift at joint(s) 1, 3, 5, 4. LOAD CASE(S) Standard NRrarq.Pwu'gyt'emxlde`k;pd. tRCi S-`S:E;:r;,fi;tAE iERA53 t1Xg7.34iaTiUbl=;"RUY-,.119#EP'a#SyT"..3.ud.hii PZFaeden al aeltnttis,rorst.rp[Eng;?(=eat ae Satm9C i. iRakrlt.Eildn¢e4r.MDefei•a;e, 3d4Ssa%;zxise slscEihtle iBilsd/ M-Id,ummer ahl!s xiRd ae cstp h+d±i hbadii. i,pF Nga.azi1 neRys Ea+eh daRpS t.g rff.•t tmzfxbucd@rpei •ue¢exgivni;g:ag lx'Nd+sl,dtx;tEla d*pnlcemtbl gaph, raker lqd. le•hfl t, saFSmi, tadrg aril :.:dleEttm - Antf`ony T. Tombo lL, P.E. Rk fHMS .IiY. EK (-0'tS dej-!kt E1jib hd(bt tY lka rtH53shi dvg dei 1kf 68 Eg}lk@N'.hLS :Rb Et at3e p(. he tt(aa hf ittsln3 'pyxal t9l, ixaap(didxM lP mi :fiell f d A, 1., w*q oanliq. Simp. ail tmt W hi['rgssilx f3f!fSt AI.YM e2 80 0 R3heENislgenmfwhu4SIaAisdsd- as P'J arcpM RM fewer z& Ealn¢e is va tlSdd. kia.xs b Ma;ti kS[sn a, the=. td Bred jetkxtE nFt i>` s^u rzuaRsiBl.x; cd #Tpid _[.» 7e is i;>,ge geer ofsskadecs,x.ss A...Od4v} a Em>:14.1 etw. ah be: wjk' vEht! Jt.ps R•s; 40-is i?,r Niq 00r,",x s sedc. Ent-0 yW4.y 9hga d mwsat Rs ketreea n-EF4451 St. Cods 61Yd.Zi , ropyighl V Nit A I hofbosses- Ad hoeyf.TembolI01. Reprehaion o: this dcroment, its any lom,;c sohih>iad rEdhotttlha.6nen ermmon hom A-i looftiosse- Fort Pletce, FL 34946 p p s Anthnari:iomhnill,P.E. a h JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLO]. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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) 1Od x 1.5" ea. end @ BC 0 r` ttach Corner Jack's f/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) vr 3>tie3r 9uoaglivn e:'?li9i'tl ifi{":EE.i„[1„t[3tKcfC4.+.i'3Si N!4'E-,#•;iEI.BJifS+kiT•kra F Al9riee rvv&rkiwti-aeakfa t 15 i1C+i °aae7,ra'wFtif ;.13aw!}! id:i e A::. may ra. 3+a.4 c=iwik'6E,:dp .. -:.. . dui?iis#a .Yn;I. Ss3Aht3ai e'AGSn xe a,•Ss3ifx5a 7ef<p iegaw,e.!!efi'gar.}, .tea»»;'`EG FrA.3.ki inacxea eat ke dea><aatle iweg3e51+5i h4Rer ral :s,cwtSQ'r3»>3t 4sdf,»t!i!;-1. 3ttce RpuSwNaaaS. a dag apins.0 X t! R 10'1}1. rOmbo lwd€es l'p Sle 4Ft iN:49.f fk il6T$IYai;d l Nf'&:lM?I tG'dkdlYa R]SG F: ml DS3eGR 5»f 95k tt¢H ml li-:Ikl .CSeAi rzzfdkA,:bl l l 1#Dpt£[+diiV PzDMgtr It SYYF3t rz5S uadgatt q. SaE ,a Ikax NK'ag M1N IN 1lSps5illfr# r80083 iat D%1m9PHfi (aiA uk i(YA 3'S#W kF aGffi`d3»tttp$Atilml gidd5gf s'x td3iq i4i(mM1M$i Y_RM,ii n,4it dir!"9d .RliflSfq(4i Rt p+f>/at }l `l dif1br£5F'-A>A,SF11t3 3JtI'ff1 }Pf`}6b:EM9Q45tfY r.3¢P8t ]l'Y i 2i. #{t3S G4Sf. Ludo al:i.1. e3Pr• ur &firci Pr+afivn rgxsiR»x a rye.*'pOtK,+.•d 1§-CrGfp'eym's7,^35ahDfsfS3d:a ro»5*fhv kdcvt daM} tfii'sd tsys nsx&rtf4 ih i1;3 Fw. rlerre, FL i 34946 ap lfyio 2Dt4klRoo:TFuses•!L-tbsnpT,,Tombdlll:P.E: te{aadoolaaaa5isd x e¢7,lneug%sm.ispak 4edwahmHexrnen{eimassfsahcmA-1too TPessas-AmthonrT.TanbdUl,P.E FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTLOi ' f A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 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) X X TRUSSSES @ 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 ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. 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 (.131' X 3') NAILS SPACED 6' O.C. FOR WIND 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 TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALI 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 ETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS UKAL TRUSS I — STUD . 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. JULvY 17, 2017 I STANDARDCONNECTION DETAILTRUSS STDTL04I 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" O.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' O.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. Yamq.N, xsawd! w:. de'tl {.Y$ t;[%(1f{.F,€'».L€t;taS i.:1 1:.9xi [I:tat°Xr?Yltt&F7e3.6';fi:'lua.tsl+#r ai;.swi.!tar;wtlw: Inxi l:c.a+ar(1",;wt ~te ie s. .'so.;ro Dot C.2-5ks?r*. ,.. Mks; wts..:xr ncdwsr. I:D. nh ... eia3«.'artaxsYD4.a;.e',uto9Dab.ri.is 1 tf.«g:q v;? a?!Ng'k.ltiisamq€DDT.pevk4ae;.x5dd+pdhx'wvtt}ais<.pniNkrH.&:gaiaas+€ U^s?e.rk-€d9aM hz[71,ib.beauaxyrseaors,EaS.od.+,»Rod4 Anthonyt. T, Tambo ??I, P E. aa/auffinis'i .`:a Wdnq plas alCxar,L»pa'srA,m_maaeaiM WlronDcasnu,araa erar, ilmt JE,tk lP: wr emii€dntat, wa-n. Faard D&wl ms E:M nrfalrl r.., uleGq Dw[a¢ssa??!,as'zDt exd xe±5n€dtr ee in-pa`.si;;M>i :{}08 ea Dgiiad'- pnam(mrtntv_.1.rus-Nxxm€atuR Re ycestnd6s6a1.:attuw5h=x m CFSFD+D-s5ei 5iTRasd3Kleer0rrpree?•a+t ed7g+. iM9ie'mts tk q:wasiarx9&€hadt44as.Dt:€mest :faup fttzr osdrni WraFex, s 4451 Si.. Lucie Blvd. efis.si,. w-i w. T__4 s ,0'4 q A}rtizs:m .d. R.kas, N-_ p"fx is rTDebosq r;iner.a l.+sx Sr'_ea E isead g4r7Eal a cac&+uvs i1`4. .. Ott Pierce, FL 34946 oppigM at lot& A-1100 Troues ^ Ac1Aba11.1 _!io III, p.(_ lepodu;liea a d,410"went, in acrlmsy is p"Miltd a@beot 14'ainea pvw"siefi boor A1100 Lesser JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FOI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. nFTAII 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. d Tgte xta<a4dn xk iz a.rrtwm oc , nrt..sea tj. y F...SF< »ar.n!. a. wd, w,•;a,y++« a., r»f p "ad.aga rs, »:arwm. ., a.,,ge:,+,e m a i e r i. rse as x. m.: a edam,,. s,E a Arthon T. Tombo HI, P.E. axuuas"rnsMmt te;.ka sAa risas3H of an.eaa.ttrl alrra;rd xa+dr.krtllt+. xa atltGa lL axt k<i b! -edr ndfi i. u Y - 4 : upatddi•Ti me xauaudmtrsawia sm:ard&ttngv'm."a<ar np,:mam - 8008} mcnaga a:rs m aacsutacakaancueadpahr:min,aaa-sstsstntkaituar,srariaarnaanewt:.,,s.:aa:•,w,,.xh., eisr 6t netac„'rrs Z+pmFl kr?p aa•aNd.iR.Gankr p irgrvsrefSl±kta d N,a.aGas S,9ewS:cemPmi4tg :?r Ntttasx, zf as #!hrc ii€e, ._ 4-5I St, Lucie, Blvd'. Fart Noce, FL 34946krsyrilkt116AlECsaii.easrrs-Aetbaxyt.ia 6sllf,V,E cyar ocl,aaa116isdueamtat era+lmm;€spchibflydw{rt cnnbexeubenpermissiaalrainbl[daCTtanus-AutbcarLlrnbafPl,@.L .. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS DETAIL A 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 NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. It Ii EEp, u P F-1 2 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 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. q, ei waeni pM°s 5>dlkrKifir Set 70aS 6; }ael (x r.rr, ,p:ru :yme#. Aw i dad an qsd k:e r..;MPa.vimq ffisr l sstrsaisE:t-l>a heu eE 2s,i;.i M32•pd2t.; iv tdr atka. iKi fih imdti .rsa: yc5r^ad'ws. a»h it'+ A'SitioVT. To bct'I, Pi. W e rdkis `ir. ro)6a31u1.'n'tsc iFms u t Ewn r@t mr;op <e riga.k 6xitaq s r rtasril.tCS&IV..ga . aeud x 7;a+e mt n:. tss v;;ns¢'xl s @aa x,'t€aa kdrir,ss, q S suz. rzl4mdda>ik 3*mth htts 9;tnd •. 80M083AriMts+pSr;krrm imlearceta '.Perks N+dmtt€ ."gnbtxrxm rd w klgnd6ei gC.yws ¢hiAiq;°<ua ItSCwste%rFhp tF nd33E3 aerPaa:N nr gssd;m+sli. ti lspes nx rzi kstn3inMRet s lxssg,Fares ks b-:rend. rss iltngw ar, " 4457 Si; Lurie Blvd. dsazrt rtffiac _a.rhgnrt a rOrF„m „ru;,r. r<.y;,q;csk'rdn rar.r r I. art Pierce, FL 34946 _ apri;At0-'0Ed44Rol ['mesArlb"1,atr501%IE"lepcducinn:lt4ilim "l,inarytfirm, is prolibildw",.rhcotth.rIgnpecmissiodham AIRol bgsses#rrthnayLlamb 1,N. JULY 17, 2017 " xk_j%J L'-' V YILLLL 1 1../LL I h1L STDTL07HIGHWINDVELOCITY) ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. 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 CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE 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. r CLIP MAY BE APPLIED TO THIS FACE UP TO NON -BEVELED I MAXIMUM 6 12 P ITCH A BOTTOM CHORD F8 CLIP MUST BE APPLIE THIS FACE WHEN F EXCEEDS 6/12 (MAX 12/12 P NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING. iL'sfi tfinexM filer+sHf uaas+l fa rye l Nis ri3 !T!i ssl;ip oplrn r.SY::idk qm w Ydaewiy`.06'8grm•t€:mft.H4Gt TTr::. t:xnses€ztgrtea rnpeub: (e 5l mup o: « }te;:Ys rtz fbr i&iuil a«!i¢i,:ndss:p nsx, bd'ag:ardiEar, i9?et;Sr e t3st>i8m ws?kt asi Jx s*trrmrbildt'004—t!eav a icd go mitt Wdtm°as;at atb«;?t=sI IFn4 l ci rss k o- i+nidq rtzt?cl. tie muoldd Rrt i7 Adpr ll rtd9t tans, etfs9im larding 'vcit, ash td'aruirq s9tlkEhe«,=exxulrtrA ttr Gxifag gfty uat vrxr dE xatrstsusnm:t5:d da }r-xtr mlg ttiie€Tel 2 Y .q taapamrs t6f frtxann¢{Fz+ wM=RtlT•IN;ai3tCE frlydtmzte arIwo gvtlmro, t?I'ldm ifr:ts KSllff;:tTId knr,p N' ImsDriax ;r:ss srm `_tg»+at ats'-rf;sWmdatdex uzsr; alar+1i hY:nl k9 sr .ag'td+lafu rrn vj c iw s arsfftd.be.rau 4supEgbaens 4illNal±,z i tipr'.aFstr ie:Rx:rlmsx m3 mp f#efy. i!#ainM tt: nt w. ixszila iflS. fr..:.k,IF) U UIr P..t T....uc. k.... 31-1-lU 0r 7....l.nu..{d:r i.r«w.«:..n. i«.. ,;. f•A.e.AwJ6 e drw:a:u.«...:«,.l.r.,.1AP..tT.;.... L.ai.,..T i."4.41f. it AnLinarty T. Tentbo fit, P.E. 80083 4451 5t, L de Blvd. For: Pierce', FL 34946 v FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/IOd NAILS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. y -- SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 3X4 = 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' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'O.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 4) 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO 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 2X4SP#31STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP#31STUD 24"O.C. 2-8-6 3-11-3 5-4-12 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. 3-1-4 3-11-3 6-2-9 1 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 END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING 2) - 10d NAILS L TRUSSES @ 24' O.C. 2X6 IAGONAL 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) ENO 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. DETA FEBRUARY 17, 2017 ( T WITH 2XIBRACEEONLY IL I STDTL49 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 MINKplawwwo 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 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 [-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 FEBRVARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE 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 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). If ATTACH TO VERTICAL I NAILS (0.131' X 31) d BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING - ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' IA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINE 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 I STDTL1; 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. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE. FL 34946 772-409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c 135 93.5 85.6 74.2 72.6 63.4 oJ 162 108.8 99.6 86.4 84.5 73.8 i 128 74.2 67.9 58.9 57.6 50.3 ZOJ 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 M D AIL Sw N PPLICABLEr"'TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60" 45.00° 0° SIDE VIEW 2X3) 2 NAILS ANGLE MAY VARY FROM 30" TO 60° NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.00' I FtbRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS .2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD 131 59 46 32 30 20Z O J 135 60, 48 33 30 20 a 7 162 72 58 39i 37 25 J 3 O 128 54 42 28 27 19 z 55 43 29 28 19131 Lu 148 62 48 34 31 211 J N Q Z 120 51 39 27 26 17 0 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 M 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 ENO 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' OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL 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) ITOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2XG BEARNG WALL NEAR SIDE FAR S. E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 ear A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 I.5X4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE m ° 1°' 2 " 0"' O an leght, xp: BBC or D. FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL10 i rDAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NOTES: TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% 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 48" 3657 1 5485 1 3346 1 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' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IOd NAILS NEAR SIDE 10d NAILS FAR SIDE rx" 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 G' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES 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 REQUIRE REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. J-9BRUARY 17, 2017 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: 1.15 TOP CHORD: 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' OIA. 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. IMPORTANT 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 rely upon the a¢uwq and completeness of project ,aatrad and mnnrutlion documents (a6o referred to of limes os "Structural Engineering Documents"), 'mduding any spe,iliratians That have been furnished la AT Roof Trusses in writing 6y the BD for the Building. The Truss Design Ocowing(s) (iD0(s)) and truss Plammenl Diagram (iP0) referenced have been prepared hosed on the construction basements provided 6y the BD keling the nature and character a( the work. The design criteria therein have been transferred to Anthony Tonle, P.E. by AI Moo[ Trusses, All TOD, (also referred to at limes as "Structural Delegated Engineering Do(ameats') are specialty structural component designs and may be port if the projects deferred ar phased submittals. As the Truss Design Engine r, the seal. provided here and on any TOD represents an acuptan, Professional engineering responsibility for the design of the single Truss depicted on the 10D only. Where required by the project contrau or construction dowments, including any specifications, a TPD identifying the locotlon of each truss, as assumed by At Roof Trusses based on its review of the project contract documents, is provided. When the TPD (i.e. stu(Iueal salniinal, or shop drawing,) staves only as a guide far tru . collation, II does not require the seal of any RDP. Anthony lembe, P.E.'s seal on any TPO ctrlifies that theindividual truss designs ore based on the pasuiaaing shown and that the dimensions and hoods shown on the reterenred drawings match that positioning. Anthony Tombo, P.E. seal designates specifically that TPD has been created In compliance with the latest version of TPI I. The Building Designer is responsible for or II coordinate and review the TODs one this TPD for compatibility with their written engineering requirements. Structural submittals ji.e. shop drawings) shall be reviewed by the BO far compatibility with the design of the building or structure, Including submittal documents prepared by others, deferred submittal documents and phased submittal dowments. This review shall include a notation Indicating that the reviewed down, e been found to be in general conformance with the design of the building (or to make sp0h, corrections noted and to return for review). In the absence of this notation Al Real Trusses will provide Its Buyer with the design assumptions used, per the construction documents, to design Individual structural building components and provide any TPOs per TPI 1. The Truss Design Engineer is NOT responsible for the following siding but not limited it. Transfer of lateral load from the roof to the shear walls, Connection of trusses to the bearing support, Design of the bearing supports, Temporary and permanent building stability bracing required In the roof and/or floor system, Transfer of vertical foods down to the foundation, Design of the foundation and sail, Analysis of the roof and/or floor diaphragms of the building, Connection of roof ond/ra it diaphragm to the livii, Specifying the loads used in the design of the 1russes and so forth. Neither A] Roof Trusses nor Anthony Tornio, P E. the Building Oviigner or Truss System Designer/Engineor for any building It any engineering services outside the scope of work 0 the truss design engineer, are required by the Owner, the Owner's authorized agent or the 10, please call 772-409-1010 for assistance. RECORD COPY City of Sanford Building and Fire Prevention Product Approval Spec' 'cation Form 0J DING 1763 Permit # Project Location Add S F•NF ©R0 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 / 15000.4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll Up 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 # including 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 Underla ments InterWrap Inc. Rhino Roof Underla ment 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 Millennium Metals Inc. MMI - 26 Off Ridge Vent 16568.2 - 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 Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 K CITY OF SANFORD BUILDING & FIRE PREVENTION A a" PERMIT APPLICATION Application No: 7(D Documented Construction Value: $ o. CwD Job Address:, 27-- _ { Historic District: Yes No Parcel ID: . _. PResidentiommercial Type of Work: N Addition Alteration Repair Demo Cbange 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@ agi-orlando.comaag1-Orlando com Property Owner Information Name Phone: Street:, _ Resident of property? _ City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip:, Sanford, FL 32772 State License No.: CF-CO57881 Arch itectlEngineer Information Name: _ _ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company:. - Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature ofOwna/Agent Dwy Print MnedAgef s Name Signature of Notary -State of Florida " _date Owner/Agent is Personally Known to Me or Produced ID Type of ID y NB ofNCoatractor/Agent I?a e 11 Jl zlo// %K NOTARY PUBLIC STATE OF FLORIDA Carom* GG136M Expires 8/21/2021 Con gent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR .OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type;,_ _ Occupancy Use: _ .Flood Zone: . Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads _ Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Pemait Application Revision ® r+18 City of SanfordResponsetoCommentsHBuilding &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 18-1763 Submittal Date 9/7/2018 Project Address: 3784 W1gA1k/oje -rd f_C MI° Contact: Tracy McDonald Ph: 407-692-9831 Email: trmcdona@nvrinc.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: Full revision of current permit with different elevation on lot. ROUTING INFORMATION Department Approvals ct aa & i4 p("gri 2 &t/I >? ") Utilities WeW V,4i-U -nO--) : 1 3S8o3 8. c"O Waste Water _ Ok to construct single family home with setbacks and impervious areaPlanningSk0Z shown on plan. y3.0°l0 , „360,Ow X, • vas t p Engineering 5;!k5 ; J Fire Prevention Building SF 11- C. - L $ e,') rjr vR Go U'rr : Z ELEC A n^ PS ; 2 0-0 0+- \ t, 4---u Revision Response to Comments 0 Permit # 18-1763 Project Address: 3784 Crawley Down Loop Contact: Tracy McDonald Ph: 407-692-9831 Email: trmcdona@nvrinc.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 9/7/2018 Fax: cj! General description of revision:' Full revision of current hermit with different elevation on lot. ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 9/712 18 SCPA Parcel View: 17-20-31-5VC-0000-0060 12,11, IrpuRR taoat ccnyy O C COUNrK FLOC Legal Description LOT 6 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-0060 Property Address: 3784 HANWORTH LOOP SANFORD, FL 32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 - Depreciated Bldg Value Depreciated EXFT Value y__ — Land Value (Market) 78,000 — 14,000 Land Value Ag Just/Market Value " A-- 78,000— 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0— 0 T — P&G Adj 0 - _ ^[S1AssessedValue78,000 000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 78,000 0 1 $78,000 Schools 78,000 0 , $78,000 City Sanford 78,000 0 $78,000 SJWM(Saint Johns Water Management) 78,000 78,000 0 $78,000 County Bonds 0 $78,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Satles Method Frontage Depth Units Units Price Land Value LOT i 0.00 0.00 1 78,000.00 78,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000060 1/2 A9%7/?048 SCPA Parcel View: 17-20-31-5VC-0000-0060 01763 NEW HOME I SANFORD 369,413 I 16/28/2018 I' Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district in which the property is located. Extra Features— Description Year Built Units Value New Cost No Extra Features http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000060 2/2 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot6KensingtonReserveSeasideAGRW Builder Name: RYAN HOMES Street: 3784 HANWORTH LOOP Permit Office: SANFORDCity, State, Zip: SANFORD, FL, 32773 Permit Number: #7 Cq4 6 3Owner: Jurisdiction: 691500O Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)N 1. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft2 b. Frame - Wood, Adjacent R=13.0 420.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2648.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2540.00 ft2 6. Conditioned floor area above grade (ft2) 2539 b. Knee Wall (Vented) R=19.0 108.00 ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(276.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor: Dbl, U=0.35 168.04 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 44.5 SEER:15.00 c. U-Factor: Dbl, U=0.35 32.38 ft2 SHGC: SHGC=0.29 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 1.1.75 ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 4.317 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2539.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.109 Total Proposed Modified Loads: 70.71 PASS Total Baseline Loads: 70.86 1 hereby certify that the plans and specifications covered by Review of the plans and 4-1$E SA 0 thiscalculation are in compliance wi the Florida Energy specifications covered by this Code. calculation indicates compliance q ii„ ',.'' . ` s+ O with theFloridaEnergyCode. ti r,,,,; •;, ::::_.•',;:•,°„ PREPARED BY: ' -'- Before construction is completed u DATE: 8- 7-18 Srntt Pratt this building will be inspected for U 1' compliance withSection553.908 I hereby certify that this building, signed, is in compliance Florida Statutes. COD with theFloridaEnergyCode, yam, OWNER/AGENT: BUILDING OFFICIAL:- DATE: DATE: i / R 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 7.00 ACH50 (R402.4.1.2). IQZN f REV` CN8/7/ 2018 5:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 7•] V Jj I :Z [1.' pills rA PROJECT Title: Lot6KensingtonReserveSeasi Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2539 Lot # 6 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3784 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 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 1 Block1 2539 23612.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2539 23612.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 2539 ft2 _-__ 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2750 ft2 528 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC RBS IRCCV # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 2539 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 0.1 Wood 2 Knee Wall (Vented) Main 19 Batt 18 ft2 0.1 Wood 3 Knee Wall (Vented) Main 19 Batt 36 ft2 0.1 Wood 4 Knee Wall (Vented) Main 19 Batt 18 ft2 0.1 Wood 5 Under Attic (Vented) Main 38 Blown 2540 ft2 0.11 Wood 8/7/2018 5:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space „ e Et In Ft 1 N Exterior Concrete Block - Int Insul Main 4.1 65 6 9 4 611.3 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 34 5 9 4 321.2 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 45 0 9 4 420.0 ft2 0 0.23 0.3 0 6 E Exterior Concrete Block - Int Insul Main 4.1 15 6 9 4 144.7 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 2 6 9 4 23.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 W 9 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ft2 7 ft 0 in 0 ft 6 in Drapes/blinds None 3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 3.8 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 7 E 6 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 9 ft 0 in 0 ft 2 in None Exterior 5 8 S 3 Vinyl Double (Tinted) Yes 0.35 0.29 N 32.4 ft2 12 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 599 ft2 599 ft2 56 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2754.8 151.24 284.42 302 7 8/7/2018 5:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 46.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 44.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ftz 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 6 507.8 ft Attic 126.95 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ IX Jan ] Feb [ ]Mar A r Ma X Jun X Julf Au Se f Oct Nov Dec Heatin Jan X] Feb []MarAPrfJMayf jJun Jul Aurj SePXj Oct X NovDec Ventin [ Jan [ ] Feb X Mar X A r [ Ma [ Jun [ Jul Aug Se [X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/7/2018 5:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3784 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=0.35 SHGC: SHGC=0.29 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ftzb. Frame - Wood, Adjacent R=13.0 420.00 ft 1 c. N/A R= ftZ 4 d. N/A R= ftZ 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 2540.00 ftZ 2539 b. Knee Wall (Vented) R=19.0 108.00 ft2 c. N/A R= ftZ Area 11. Ducts R ftZ 168.04 ftZ a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 64.00 ftZ 12. Cooling systems kBtu/hr Efficiency 32.38 ftZ a. Central Unit 44.5 SEER:15.00 Insulation R=0.0 R= R= 11.75 ftZ 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 46.5 HSPF:8.50 4.317 ft. 0.289 Area 14. Hot water systems a. Electric Cap: 50 gallons 2539.00 ft Z EF: 0.95 ftZ b. Conservation features 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 saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code corrypli n tures. Builder Signature: !// Date: Address of New Home: 3 84 a worth Loop City/FL Zip: 32773 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. 8/7/2018 5:54 PM 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: 3784 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 -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, 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 Us/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. 8/7/2018 5:54 PM 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 Us) 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)(f), (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 (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or 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. 8/7/2018 5:54 PM EnergyGauge(D 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'% 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. 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 Umin. a. When tested in accordance with HVI Standard 916 8/7/2018 5:54 PM 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 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (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. 8/7/2018 5:54 PM 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 (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 8/7/2018 5:54 PM EnergyGauge@ 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: This checklist 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugee - USRCSB v6.0 8/7/2018 5:53:18 PM Page 1 of 1 F - wrightsofte 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 3784 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Job: Lot6KensingtonReserve Date: 1 /14/2016 By: FJF Outdoor design DB: 92.5°F Sensible gain: 35447 Btuh Entering coil DB: 78.30F Outdoor design WB: 76.2°F Latent gain: 5295 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 40742 Btuh Indoor RH: 50% Estimated airflow: 1483 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Sensible capacity: 38929 Btuh 110% of load Latent capacity: 6317 Btuh 119% of load Total capacity: 45247 Btuh 111% of load SHR: 86% Design Conditions Outdoor design DB: 42.30F Heat loss: 31441 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Output capacity: 45140 Btuh 144% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1483 cfm Output capacity: 9.9 kW 107% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft" 2018-Aug-07 17:41:14 AL „, „„,,,. oft Right - Suite® Universal 2018 18.0.27 RSU23828 Page 1 I' M...easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W Component Constructionswrightsoft® p 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: Lot6KensingtonReserve... Date: 1/14/2016 By: FJF projedt Information For: RYAN HOMES 3784 HANWORTH LOOP, SANFORD, FL 32773 n Conditio Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 Btu h/ft °F ft%'F/Btuh Btu hV Btu Btu hV Btuh Walls 16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 36 0.049 19.0 1.36 49 3.64 131 gypsum board intfnsh a 18 0.049 19.0 1.36 25 3.64 67 W 13A-4ocs: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board i nt fnsh Partitions 128-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2'W" wood frm, 16" o.c. stud 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud s 36 0.049 19.0 1.36 49 3.64 131 w 18 0.049 19.0 1.36 25 3.64 67 all 109 0.049 19.0 1.36 147 3.64 396 n 672 0.201 4.1 5.57 3740 5.29 3557 e 337 0.201 4.1 5.57 1877 5.29 1785 s 490 0.201 4.1 5.57 2731 5.29 2597 w 120 0.201 4.1 5.57 670 5.29 638 all 1620 0.201 4.1 5.57 9018 5.29 8576 Windows 2A-2om: 2 glazing, clr 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 ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht e all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 9 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.33 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht 196 0.097 11.0 2.69 526 1.75 343 203 0.091 13.0 2.52 511 1.45 294 33 0.350 0 9.69 317 10.5 342 65 0.350 0 9.69 634 29.0 1893 98 0.350 0 9.69 951 22.8 2235 64 0.620 0 17.2 1099 18.8 1204 4 0.340 0 9.42 38 12.4 50 33 0.340 0 9.42 308 10.9 358 wrightsoft® 2018-Aug-07 17:41:14 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 O CCP....easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 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 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 8 0.320 0 8.86 71 17.1 137 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 7 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 39 0.350 0 9.69 377 29.0 1125 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2540 0.026 38.0 0.72 1829 1.41 3590 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 206 0.989 0 27.4 5643 0 0 F WrightsoTtm 2018-Aug-0717:41:14 I. , ,,,,,,„ n„„„ r m Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 CCA... easideAGRW\Lot6Kensington Res erveSeasideAGRW.rup Calc = MJ8 House faces: W Project Summary Job: Lot6KensingtonReserve... Wrightsofte Date: 1/14/2016 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 3784 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 03-02-18 SRP RVSD L.S. 8-7-18 SRP Weather: Winter Design Conditions Outside db 42 OF Inside db 70 IF Design TD 28 IF Heating Summary Structure 25162 Btuh Ducts 6279 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 31441 Btuh Infiltration Orlando/Jetport, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 IF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 24556 Btuh Ducts 10890 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 35447 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2960 Btuh Ducts 2335 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2539 2539 Equipment latent load 5295 Btuh Volume (W) 23701 23701 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 40742 Btuh Equiv. AVF (cfm) 126 63 Req. total capacity at 0.75 SHR 3.9 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ160481 B AHRI ref :8331292 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 IF Backup: 8.5 HSPF 46500 Btuh @ 470F 29 IF 1483 cfm 0.047 cfm/Btuh 0.30 in H2O Input = 10 kW, Output = 33753 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ160481 B Coil ASPT47C14A AHRI ref :8331292 Efficiency 12.5 EER, 15 SEER Sensible cooling 33375 Btuh Latent cooling 11125 Btuh Total cooling 44500 Btuh Actual air flow 1483 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Aug-07 17:41:14 m,_m Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ft%C* ...easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W 1+ wrightsoft, Right-JO 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: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name Entire House mstr rm 2 Exposed wall 206.0 ft 44.0 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 284.0 ft 5 Room area 2540.3 ft2 284.0 ft2 Ty Construction LI-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N 16A-19ad 0.049 n 1.36 3.64 36 36 49 131 13 13 18 47 W W 13A-4ocs 0.201 n 5.57 5.29 704 672 3740 3557 93 93 519 494 L-G 2A-2om 0.350 n 9.69_ 10.46 33 0 317 342 0 0 0 0 W 16A-19ad.._ 0.049 e 1.36 3.64 18 18 25 67 10 10 14 38 11 W 13A-4ocs 0.201 e 5.57 5.29 466 337 1877 1785 149 117 649 617 2A-2om 0.350 e 9.69 28.96 65 0 634 1893 33 0 317 947 2A-2cmd. 0.620 e_ 17.17 18.82 64 58 1099 1204 0 0 0 0 W 16A 19ad 0.049 s 1.36 3.'64 36 36 49 131 13 13 18 47 W 13A-40cs 0.201 s 5.57 5.29 560 490 2731 2597 168 152 844 803 2A-2om 0.340 s 9.42 12.44 4 4 38 50 0 0 0 0 2A-2om 0.340 s 9.42 10.95 33 25 308 358 16 13 154 179 2A-2om 0.350 s 9.69 10.46 33 33 317 342 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 18 18 25 67 10 10 14 38 W 13A-4ocs 0.201 w 5.57 5.29 191 120 670 638 0 0 0 0 2A-2om 0.320 w 8.86 17.15 8 5 71 137 0 0 0 0 2A-2om 0.350 w 9.69 28.96 39 0 377 1125 0 0 0 0 11DO O,390 w 10.80 12.03 24 24 259 289 0 0 0 0 P 12B-0sw 0.097 2.69 1.75 196 196 526 343 0 0 0 0 fj 12C-Osw 0.091 2.52 1.45 224 203 511 294 0 0 0 0 L-D 11DO 0.390 n_ 1.0.80 12.03 21 21 230 257 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 2540 2540 1829 359O 284 284 205 461 F 22A-tpl 0.989 27.40 0.00 2540 206 5643 0 284 44 1205 0 6 c) AED excursion 0 19 Envelope loss/gain 21325 19194 3957 3592 12 a) Infiltration 3837 1212 864 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 3000 600 Subtotal (lines 6 to 13) 25162 24556 4820 4694 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25162 24556 4820 4694 15 Duct loads 25 % 44 % 6279 10890 25 % 44 % 1203 2082 Total room load 31441 35447 6023 6776 Air required (cfm) 1483 1483 284 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt tsoTt" . 4C A y • •• • - -- Right -Suite® Universal 2018 18.0.27 RSU23828 2018-Aug-0717:41:14 Page 1 easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W f l- wrightsoft, Right-M 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: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name dinette kitchen 2 Exposed wall 39.5 It 16.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 18.5 x 11.0 It 1.0 x 269.6 ft 5 Room area 203.5 ft2 269.6 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 16A719ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 W W 13A-4ocs 0.201 n 5.57 5.29 103 103 571 543 154 154 857 815 I--G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A719ad 0.049 e 36 3.64 0 0 0 0 0 0 0 0 11 W 13A-4ocs 0.201 e 5.57 5.29 173 140 779 741 0 0 0 0 2A-20m 0.350 e 9.69 28.96 33 0 317 947 0 0 0 0 LL 2A-2omd 0.620 e 1,7.17 18,.82 0 0 0 0 0 0 0 0 W 16A-19ad. 0.049 1s 1.36 3.64 0, 0 0 0 0 0 0 0 W 13A-4ocs 0.201 s 5.57 5.29 93 61 337 321 0 0 0 0 2A-2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 33 33 317 342 0 0 0 0 W 16A-19ad 0.049 w 1.36 3:64 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 17.15 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 11 DO 0._390 w 10.180 12.03 0 0 0 0 0 0 0 0 P.. 12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1:41 204 204 147 288 270 270 194 381 F 22A-tpl 0.989 27.40 0.00 204 40 1082 0 270 17 452 0 6 c) AED excursion 36 112 Envelope loss/gain 3550 3145 1503 1084 12 a) Infiltration 696 220 291 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C 230 1 230 0 0 Appliances/other 0 1 1200 Subtotal (lines 6 to 13) 4247 3595 1794 2376 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4247 3595 1794 2376 15 Duct loads 25% 44 % 1060 1594 25 % 44%1 448 1054 Total room load 5306 5190 2242 3430 Air required (cfm) 250 217 106 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft- 2018-Aug-0717:41:14 A - •-^-• -•• •- ---• Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W I+ wrightsoft° Right-JO 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: Lot6KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name rm 4 loth 1 2 Exposed wall 10.5 ft 5.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 10.5 ft 11.5 x 5.5 ft 5 Room area 157.5 ft2 63.3 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM Btuh/ft?) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 W.' y/ I--G 16A-19ad. W 13A-4ocs 2A-2om 0:049 0.201 0.350 n n n 1.36 5.57 9.69 3.64 5.29 10.46 0 98 16 0 82 0 0 454 158 0 432 171 0 51 0 0 51 0 0 286 0 b 272 0 11 W, VPW 16A,19ad _ 13A-4ocs 6.049 0.201 e : e 36 5.57 3.64 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2omd _ 16A-.19ad 0.350 0.620 6.049 e e s 9.69 17.17 1.36 28.96 18.82 3.64 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W W 13A-4ocs 2A-2om 0.201 0.340 s s 5.57 9.42 5.29 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IE 2A-2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 W 2A-2om 16A-19ad 0.350 0.049 s w 9.69 1.36 10.46 3.64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 2A-2om 0.201 0.320 w w 5.57 8.86 5.29 17.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE W 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 12B-Osw 0.390 0.097 w_ 1.0.80 2.69, 12.03 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P Ij 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 T D 11 DO 1613-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 158 0 158 0 113 0 223 0 63 0 63 0 46 0 89C F 22A-tpl 0.989 27.40 0.00 158 11 288 0 63 6 151 0 6 c) AED excursion 40 18 Envelope loss/gain 1014 786 482 343 12 a) Infiltration 185 58 97 31 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1199 844 579 374 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1199 844 579 374 15 Duct loads 25% 440% 299 374 25%1 441. 144 166 Total room load Air required (cfm) 1498 71 1219 51 723 34 540 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FW 2018-Aug-07 17:41:14 A -••• • • •>•••--• Right -Suite® Universal 2018 18.0.27 RSU23828 Page 3 easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W wrightsoft° Right-JO 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: Lot6Kensington ReserveSea... Date: 1 /14/2016 By: FJF 1 Room name rm 3 study 2 Exposed wall 10.0 ft 31.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 10.0 ft 1.0 x 182.3 ft 5 Room area 150.0 ft2 182.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. 16A-19ad _. _ 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 v W 13A-4ocs 0.201 n 5.57 5.29 93 77 428 407 112 112 623 593 G 2A-2om 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 W 16A-19ad,__ 0.049 e _ 1„ 36 3.64 0 0 0 0 0 0 0 0 11 W 13A-4ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 C 2A'2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A- 2omd, 0.•620 e 17.17 18.82 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 W 13A-40cs 0.201 s 5.57 5.29 0 0 0 0 37 37 208 198 2A- 2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.46 0 0_ 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 13A- 4ocs 0.201 w 5.57 5.29 0 0 0 0 145 106 589 560 2A- 2om 0.320 w 8.86 17.15 0 0 0 0 0 0 0 0 TEW 2A- 2om 0.350 w 9.69 28.96 0 0 0 0 39 0 377 1125 11 DO 0.390 w_ 10.80 12.03 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 6 o 0 0 0 0 0 0 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 1.41 150 150 108 212 182 182 131 258 F 22A-tpl 0.989 27.40 0.00 150 10 274 0 182 32 863 0 6 c) AED excursion 38 487 Envelope loss/gain 969 752 2791 3220 12 a) Infiltration 176 56 555 175 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) 1145 808 33461 3395 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1145 808 3346 3395 15 Duct loads 25% 44% 286 358 25% 44% 835 1506 Total room load 1431 1166 4181 4901 Air required (cfm) 67 49 197 205 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-Aug-0717:41:14 Right - Suite® Universal 2018 18.0.27 RSU23828 Page 4 easideAGRW\ Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W f l- wrightsoft, Right-M 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: Lot Wen sing tonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name mstr bth mstr we 2 Exposed wall 11.0 ft 0 It 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 139.0 It 5.5 x 4.0 ft 5 Room area 139.0 ft2 22.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 16A;19ad 0.049 n 1.36 3.64 0 0 0 0_ p 0 0 0 W 13A-4ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0t-G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad_ 0.049 e 1.36 3.64 0 0 0._ 0 p 0 JQ 0 11 W 13A-4ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 T 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd. 0.620 e 17.17 18.82 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0_ 0 0 0 0 0 0 W 13A-4ocs 0.201 s 5.57 5.29 103 99 549 522 0 0 0 0 2A-2om 0.340 s 9.42 12.44 4 4 38 50 0 0 0 0TE 2A-2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 17.15 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 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0' 0 0 12C-Osw 0.091 2.52 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 160-38ad 0.026 0.72 1.41 139 139 100 196 22 22 16 31 F 22A-tpl 0.989 27.40 0.00 139 11 301 0 22 0 0 0 6 c) AED excursion 37 1 Envelope loss/gain 988 731 16 30 12 a) Infiltration 194 61 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1182 792 16 30 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1182 792 16 30 15 Duct loads 25 % 441% 295 351 25%1 449/61 4 13 Total room load 1477 1144 20 43 Air required (cfm) 1 70 48 1 2 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. r wrigF tsoft" 2018-Aug-0717:41:14 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 5 easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W FF wrightsoftw Right-JO 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: Lot6KensingtonReserveSea.., Date: 1 /1412016 By: FJF 1 Room name mstr wic rm 2 2 3 Exposed wall Room height 7.0 ft 9.3 ft heat/cool 10.0 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 118.0 ft 1.0 x 177.0 ft 5 Room area 118.0 ft2 177.0 ft2 Ty Construction number U- value Btuh/ftz° F) Or HTM Btuh/ft2) Area (ft2) or perimeter ( ft) Load Btuh) Area ( ft2) or perimeter ( ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W V+/ L- G 16A-1gad' W 13A- 4ocs 2A-2om 16A-1' 9ad.- 13A-4ocs 2A-2om 2A-2omd 16A-19ad 0.049 0.201 0.350 0.049 0'201 0.350 0.620 0.049 n n n e_. e e e s 1. 36 5.57 9.69 1.36 5.57 9.69 17.17 1.36 3.64 5.29 10.46 3.64 5.29 28.96 18.82 3.64 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 W tlW W W 13A- 4ocs 2A-2om 2A-2om 2A-2om_ 16A-19ad 0.201 0.340 0.340 0.350 0.049 s s s s w`: 5. 57 9.42 9.42 9.69 1.36 5.29 12.44 10.95 10.46 3._64 65 0 0 0 0 65 0 0 0 0 364 0 0 0 0 346 0 0 0 0 93 0 16 0 0 77 0 13 0 0 428 0 154 0 0 407 0 179 0 0 J- G W W 13A- 4ocs 2A-2om 2A-2om 11 DO 12B-0sw 0.201 0.320 0.350 0.390 0.097 w w w w 5. 57 8.86 9.69 10.80 2.69 5.29 17.15 28.96 12.03 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 196 0 0 0 0 196 0 0 0 0 526 0 0 0 0 343 P 12C-Osw 11 DO 16B-38ad 0.091 0.390 0.026 n 2. 52 10.80 0.72 1.45 12.03 1.41 0 0 118 0 0 118 0 0 85 0 0 167 0 0 177 0 0 177 0 0 127 0 0 250 C F22A- tol 0.989 27.40 0.00 118 7 192 0 177 10 274 0 6 c) AED excursion 25 30 Envelope lass/ gain 640 488 1510 1150 12 a) Infiltration 123 39 176 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 764 527 1687 1205 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 764 0 0 527 0 0 1687 0 0 1205 15 Duct loads 25 % 44% 191 234 25 % 44 % 421 535 Total room load Air required ( cfm) 954 45 760 32 2107 99 1740 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt 2018- Aug-0717:41:14 A -•• Right - Suite® Universal 2018 18.0.27 RSU23828 Page 6 easideAGRW\Lot6KensingtonReserveSeasideAGRW. rup Calc = MJ8 House faces: W I + wrightsoft, Right-M 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: LotWensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name bth 2 laundry 2 Exposed wall 0 It 0 It 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 5.5 x 9.0 ft 6.0 x 9.0 ft 5 Room area 49.5 ft2 54.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 16A)9'ad,. 0.049 n. 1:36 3.64 0 0 6 0 O 0 0 0 W 13A-4ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 T-G_ 2A-2om n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad_, 0.350 0.049 e 1 .36 3.64 0 0 6 0_ 0 0 0 0 11 W 13A-4ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 I--G 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 I 2A-2omd 0..620 e 17.17 18.82 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1 36 3.64 0 0 0• 0 0 0 0 0 1VhW 13A-4ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 13A-4ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 17.15 0 0 0 0 0 0 0 0TE W 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.52 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 50 50 36 70 54 54 39 76 F 22A-tol 0.989 27.40 0.00 50 0 0 0 54 0 0 0 6 c) AED excursion 3 30 Envelope loss/gain 36 67 39 46 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 36 67 39 646 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 36 67 39 646 15 Duct loads 25% 44% 9 30 25% 441% 10 286 Total room load 45 96 49 932 Air required (cfm) 2 41 2 39 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-Aug-0717:41:14 i4C A.,,,.•.•• •^- W^--•.•••^m•^^ Right -Suite® Universal 2018 18.0.27 RSU23828 Page 7 easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W f+ wrightsoft, Rig ht-JO 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: LotWensington ReserveSea... Date: 1/14/2016 By: FJF 1 Room name great rm foyer 2 Exposed wall 15.5 ft 5.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 494.9 ft 1.0 x 175.8 ft 5 Room area 494.9 ft2 175.8 ft2 Ty Construction number U- value Btuh/ ftz°F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 16A-19ad W 13A-4ocs 2A- 2om 0. 046 0. 201 0. 350 n n n 1. 36 5. 57 9. 69 3: 64 5. 29 10. 46 23 0 0 23 0 0 31 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W '. 16A-19ad W 13A-4ocs 0. 049 0. 201 e. e 1: 36 5. 57 3. 64 5. 29 8 145 8 81 11 449 29 427 0 0 0 0 0 0 0 0 2A- 20m 2A- 2omd 16A- 19ad 0. 350 0. 620 0. 049 e e s 9. 69 17. 17 1. M 28. 96 18. 82 3. 64 0 64 23 0 58 23 0 1099 3, 1 0 1204 84 0 0 0 0 0 0 0 0 0 0 0 0 WW 13A-40cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0 I-- c 2A-2om 0.340 s 9.42 10.95 0 0 0 0 0 0 0 0 W 2A- 2om 16A- 19ad 0. 350 0. 049 s w, 9. 69 1. 36 10. 46 3. 64 0 8 0 8 0 11 0 29 0 0 0 0 0 0 0 0 W 13A-4ocs 2A- 2om 0. 201 0. 320 w w 5. 57 8. 86 5. 29 17. 15 0 0 0 0 0 0 0 0 47 8 15 5 82 71 78 137 2A- 2om 11 DO 121] 1-0sw 0. 350 0. 390 0. 097 w w 9. 69 10. 80 2. 69. 28. 96 12. 03 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 24 0 0 259 0 0 289 0 P0. 091 2.52 1.45 0 0 0 0 224 203 511 294 T-D12C-Osw 11 DO 1613- 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1: 41 0 495 0 495 0 356 0 699 21 176 21 176 230 127 257 248 CF 22A-tpl 0.989 27.40 0.00 495 16 425 0 176 5 137 0 6 c) AED excursion 179 81 Envelope loss/gain 2413 2378 1416 1383 12 a) Infiltration 390 123 88 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 2804 3791 1505 1411 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2804 3191 1505 1411 15 Duct loads 25% 441% 700 1681 25% 44%l 375 626 Total room load 3503 5472 1880 12037 Air required (cfm) 165 229 1 891 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoft' 2018-Aug-07 17:41:14 i4CA- - •^--- ^•••--^ Right - Suite® Universal 2018 18.0.27 RSU23828 Page 8 easideAGRW\ Lot6KensingtonReserveSeasideAGRW.rup Calc = MJ8 House faces: W For: RYAN HOMES 3784 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.204 in/100ft 1483 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H 20 0.204 in/100ft 1483 cfm 118 ft Mwd Su I BrarichWDetail Tablelz m 3 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 bth 1 h 723 34 23 0.204 4.0 Ox 0 VIFx 32.6 85.0 st3 bth 2 c 96 2 4 0.311 4.0 Ox 0 VIFx 7.1 70.0 dinette h 5306 250 217 0.205 9.0 Ox0 VIFx 32.3 85.0 st1 foyer h 1880 89 85 0.207 6.0 Ox 0 VIFx 30.9 85.0 st3 great rm c 2736 83 114 0.230 7.0 Ox0 VIFx 19.4 85.0 st1 great rm-A c 2736 83 114 0.295 7.0 Ox0 VIFX 11.2 70.0 kitchen c 3430 106 143 0.220 7.0 Ox0 VIFX 24.0 85.0 st1 laundry c 932 2 39 0.308 4.0 Ox0 VIFX 7.9 70.0 mstr bth h 1477 70 48 0.237 5.0 OX 0 VIFX 16.3 85.0 st2 mstr rm h 3012 142 142 0.210 7.0 Ox 0 VIFX 29.4 85.0 st2 mstr rm-A h 3012 142 142 0.213 7.0 OX 0 VIFX 27.5 85.0 st2 mstr we c 43 1 2 0.232 4.0 Ox 0 VIFX 18.4 85.0 st2 mstr wic h 954 45 32 0.219 4.0 Ox 0 VIFx 24.8 85.0 st2 rm 2 h 2107 99 73 0.280 6.0 Ox0 VIFX 15.7 70.0 rm 3 h 1431 67 49 0.218 6.0 Ox0 VIFx 25.2 85.0 st3 rm 4 h 1498 71 51 0.271 6.0 Ox0 VIFX 18.5 70.0 study c 4901 197 205 0.204 8.0 Ox0 VIFx 32.9 85.0 st3 3: Su:pplyTrunk Defail Tabled§ Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 439 475 0.205 444 14.0 0 x 0 VinlFlx st2 Peak AVF 400 365 0.210 509 12.0 0 x 0 VinlFlx st3 Peak AVF 388 362 0.204 493 12.0 0 x 0 VinlFlx W Cightsoft" 2018-Aug-07 17:41:15 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 AM...easideAGRW\Lot6KensingtonReserveSeasideAGRW.rup Cale = MJ8 House faces: W ReturnBranchDetaiiTable nR j Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening ( in) Duct Matl Trunk rbi Ox 0 1483 1483 0 0 0 0 Ox 0 VIFx wrightsoft, 2018- Aug-0717:41:15 Rig Universal 2018 18.0.27 RSU23828 Page 2 7 iV11 ... easideAGRW\Lot6Kensington ReserveSeasideAGRW.rup Calc = MJ8 House faces: W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot6KensingtonReserveSeasideAGRW Builder Name: RYAN HOMES Street: 3784 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. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic 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/doorjambs 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 I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pipina and wirina. 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 sorinkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of luu-4Uu. 8/7/2018 5:54 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 6 s s 0 4.0 TON W/8KW 2240V 1PH 18xl6 plen platform by bldr N scale 4/8'-110' obi cvnreu N M CO 12x6 Iwcd O 140 O 6 7' U U O712P-1wcd i O c6 I 91 I I I 12x6 Iwcd S 140 II Ob I II I 7' 1 12x6 Iwcd 115 i8x18 rag 16' -18x18 rag rtiis• so 3" bath duct I, lox lwcd to roof cap II 12x6 Iwcd 4'// i w/fan i 14s Nutone 696RNB 12, co1Ii1 c=== 5 i Z L== x4 lwc gg. k 12 Iwcd n GO CCI 115 r---I A I 7, OU I 8x4 lwcd Q O O BDMI 4 x6 1wcd I 30 m 50 O CD 6' 20x6 wall rn 3" bath duct q to roof cap ax w 4 5 1- w/fan ii i 1 440 75 42X42 A/C SLAB Nutone 696RNB 72 1 0' 8x41wcd 10x6lwcd BY BLDR MIN 3 Mg 6 wall rag W 20x6 wall rag 6• 2' FROM WALL 6' F , 4' dryer duct O10x6wcd 50 I jOx6 lwcd to roof cap OA LLJ 85 w/dryer vent box I---1 LLB I Transfer ducts/grilles sized in 1 compliance with Florida Residential Building Code - M1602.4 Balanced 8' I Return Air, exceptions 1-3, Builder z I must provide unrestricted 1 Inch 14xG lwcd` 205 undercut on doors to habitable rooms. LLB EJ 20x6 wall rag I II I I ryas mom I I E A_ z CD G• B.L. Q z LL_ A)t6 EN C-' X T-• aw 11'•O' X TO aw W 1-1----- V) LL zRating C/) m Z- w z z o LU J a I O Q Q: Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code, All duct has an r=6 Insulation value, m 0- J U) C-) C-) Viva-magd P'lumbingr, Inc., Signature R. 504s)06r- /4 max) Al (,-voA) Ra lrz9Y' _ SC 1 J'v li ni U 1-/W Lit DESCRIPTION AS FURNISHED: Lot 6, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORD COPY W vv LOT 5 06 e ti 1/\\ I11 11/ j// q) I11fUI1II I1 i T i T7Y .. 1 {J il• I Z O O (A O n 1 'g n r+ fu CL O. G 00 O rD ra• 1A S ERISSON .4 VENUE (R/W VARIES) 03.a) S 00019'09" .E 75.00' C 1.00' ` 1.00' NON VEHICULAR ESMT. 15' WALL & LANDSCAPE ESMT. 27.68' _ - 27.80' _ 1 N-// - _ LOT 6 - - 12.50' 12, 50' r6.3' 15.7' 16.0' CsLANAI o 15.7' W Lj O 0 PROPOSED RESIDENCE a O.. ED MODEL: SEASIDE -A 10Eti 3CARGARAGERIGHT 3. 5'x3.5--If'- I 8 67 AC `-" 12. 50' 15. 7' * 7.7' h 10.7' d 18.7' Nl 12.50' N. -_ 26' ---- WALK DRIVE 26. 60 25.20 — 36. 33 30.32' _ 10 UTIL. ESMT. m 5829 " W-- 19. 78' 30' DRAIN. ESMT. rye. i VIS 4' CONJC,- ORp N' / I! •r" R= 95.00' 12. 98'D= 32°42'22" L= 54.23' C= 53.50' CB= N 16"40'20" W 1IANWORl11 . 1.,00P (50' PRIVATE' .R/W) LOT 7 PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT 25' Pi:: R DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' 1• f _ PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 4,009E SQUARE FEET OR 43.07 SIDE = 5' FOR 40' LOTS SIDE = 7.5' FOR 60' LOTS' LOT GRADING TYPE A 5 QO' 0LOT CONTAINS 9,3211 SQUARE FEET LIVING AREA CONTAINS 3, 137j: SQUARE FEET SIDE= 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS = 29.7' C> CONC/LANAI/PORCH CONTAINS 872E SQUARE FEET SIDE STREET' = 25' CI,' titiS'L'N fFY.R-,S'COTT ASSOC, INC. - _LAND S(1_RV 1.)'O. L S' EGL' ND -_ LEGENll - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-?.77-3232 FAX (F07)-•6>fi-- 14;J!i PLAT P.O.L. - POINT uH LINE F FIELD TYP. • TYPICAL Lr•. _ IRON PIPE." P.R.G POwT DF REVERSE CURVATURE CURVATURENOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACACE SEi FORTH BY 1HF. FLORtOA BOARD OF FLORIDAADMINISTRATNECODEPURSUANTTOSECTION472.027, FLORIDA STAPJES LR. IRUN ROD P.C.C. PUINT OF COMPOUND C. M. = CDtJCRETE MONUMENT RAD. ' RADIAL pROFFSSIONAL SURVEYORS AND MAPPERS IN CHAPTER 3J-17 2. UNLL;SPEMBOSSED IWTH SIiRVF.YOR'S SIGNATURE AND ORIGINAL RAISED SEAT.- THIS SURVEY MAP OR COPIES ARE NOT VALID. ET I.R. • I/2' I.R. /BLB 4594 NR NUN -RADIAL UP. • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAYBEOTHER RESTRICTION REF. • RECOVERED p.O. D. =PUINT OF BEGINNING CALC. • CALCULATED f•,O. C. POINT OF BEGINCOHMENI:F.MENT PR.1l =PERMANENT REFERENCE MONUMENT OR EASEMENTS PIAT.AFFECT THIS PROPERTY. 4, NO U.NUERGROUND IMPROVEMENTSRNVf BEEN LOCATED UNLESS 0T)IERWISE SHOWN, CERTIFIED TOANDSHOULDNOTBE RELIED UPON BY ANY ORi EN CEN"IERLINE FT. • FINISHED FLOOR ELEVATION I+SD = NAIL I, DISK D.St. • BUILDING SETBACK LINE 8. 7741S 31/RVEY IS PREPARED 10R liiE SOLE BENEFIT OF THOSE S. DIMENSIONSSHOWNFDRTHELOCATIONOFIMPROVEMENTSHEREONSHOULDNOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V • RIGHT-OF-Vnv DH. • BENCHMARK B.B. BASE BEARING 7. BGARINGS, ARE BASED ASSUMEn DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.S.) ESMT, EASEMENT DRAIN. DRAINAGE D. _-I'VATIONS, IF SHOIVN, ARE BASED ON RATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OT1fERWI5E NOTED. UTIL. UTILITY CL.FC. CHAIN LIMY. FENCE Vnnn FENCE 9. CERI' IFICATE`OF-AU711ORIIA77ON No. 4596. SCALE ---- 1" 20 TORnWN BY •• 1_ C.. ETEDLUCKp,C, POINT OF CURVATURE P.r. POINT DF TANGENCY CERTIFIED 9Y. DAB __ ._.__...._ ORDER No. Oil - DESCRIPTION 0 PLOT PLAN 08-07-2018 4968- 18 R A US AW: RADILENGTHDELTAC11aRP C.);"CHORD DfARING NORTH iHiS BUILDING/ PRUPE.R1Y tl0E5 NOT LIE WITHIN 4E NIIE TOMX'R, R.L. 4714 THE E. STAHLISHEO 100 YEAR FLOOD.PIANE AS PER "FIRM" JAMESL.S 1 4801 LONE' "X" MAP 112117CO09OF (09-28-07) RECORD COPY F - tiD City of Sanford Building and Fire Prevention Product Approval S ecification Form Iff NA tLcInc 18-1763 SANFOR Permit # ' A C Oq RTN a Project Location Address o d As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product -supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up 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 # including 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 Underla ments 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 Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 4451 ST. LUCI E BLVD FORT PIERCE, FL 34946 P H : 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES a PROJECT: KENSINGTON RESERVE 0 a COUNTY: SEMINOLE LOT/BLK/MODEL: LOT-6 / MODEL:SEASI DE V1 / ELEV:A / GAR R JOB#: 71397 MASTER#: WRCSS1A OPTIONS: NO OPTIONS 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 WRCSS1A JOB #71397 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #6 Address: City: Model: SEASIDE v1 "A" 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 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 36 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0001718 A01 G 4/25/18 13 A0001730 Al3A 4/25/18 25 A0001742 D01 GE 4/25/18 F A0001719 A02 4/25/18 14 A0001731 A14A 4/25/18 26 A0001743 D02 4/25/18 3 A0001720 A03 4/25/18 15 A0001732 Al5A 4/25/18 27 A0001744 E01GE 4/25/18 4 A0001721 A04 4/25/18 16 A0001733 Al6A 4/25/18 28 IA0001745 E02 4/25/18 5 A0001722 A05 4/25/18 17 A0001734 Al7A 4/25/18 29 A0001746 HJ6 4/25/18 6 A0001723 A06 4/25/18 18 A0001735 A18A 4/25/18 30 A0001747 HJ7 4/25/18 7 A0001724 A07 4/25/18 19 A0001736 A19A 4/25/18 31 A0001748 J6 4/25/18 8 A0001725 A08 4/25/18 20 A0001737 A20A 4/25/18 32 A0001749 J7 4/25/18 9 A0001726 A09 4/25/18 21 IA0001738 A21AG 4/25/18 33 IA0001750 RG 4/25/18 10 A0001727 A10 4/25/18 22 A0001739 CA 4/25/18 34 A0001751 RL 4/25/18 11 A0001728 All 4/25/18 23 A0001740 CJ3 4/25/18 35 A0001752 VM3 4/25/18 12 A0001729 Al2A 4/25/18 24 A0001741 CJ5 4/25/18 36 A0001753 VM5 14125118 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Koot I cusses, 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, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 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 engineering responsibility for the design of the single Truss depicted on the TDD onlyArTftny T 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. Page 1 of 2 er design values are in accordance with ANSIITPI 1-20007 section 6.3 Lumb 9 A-1 ROO These truss designs rely on lumber values established by TRUSSES A FLORIDA CORPORATION WRCSS1A al # Truss Name Date fDL01 STD. DETAIL 4125118 TDL02 STD. DETAIL 4125118 TDL03 STD. DETAIL 4125118 TDL04 STD. DETAIL 4125118 5TDL05 STD. DETAIL 4125118 STDL06 STD. DETAIL 4/25118 STDL07 STD. DETAIL 4125118 STDLOS STD. DETAIL 4125/18 STDL09 STD. DETAIL 4125118 STDL10 STD. DETAIL 4/25118 STDL11 STD. DETAIL 4125118 STDL12 STD. DETAIL 4/25118 STDL13 STD. DETAIL 4125118 STDL14 STD. DETAIL 4/25118 STDL15 STD. DETAIL 4125118 STDL16 STD. DETAIL 4125/18 Page 2 of 2 Job Truss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001718 WRCSSIA A01G Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attmss.com 0-0 11-4-14 , 15-8-0 0-0 4-4-14 4-3-2 TRUSS NOT SYMMETRICAL 23-10-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36:15 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-H W bJNYvasFrgvKE 1 z7YN?rwGNzxY3q pJ 1 pORVbzN70k 32-0-0 37-5-2 43-0-0 50-0-0 51-010 5-5-2 5-6-14 22 44 45 4621 20 47 48 495051 5219 531854 55 56 17 57 16 5859 15 606162 14 4x6 = 3x6 = 3x6 = 5x12 = 3x6 II 6x6 = 3x6 = 4x6 = 23-10-0 7-0-0 Dead Load Defl. = 1/4 in 4x12 = 2x4 11 4x6 = 43-0-0 50-0-0 Plate Offsets (X Y)-- [3:0-3-0 0-2-4][5:0-3-8 0-1-8] [8:0-6-0 0-1-12] [11:0-5-12 0-2-8j [19:0-6-0 0-3-Ut LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.59 19-20 >330 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.49 19-20 >397 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.02 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 234 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3,B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing WEBS 1 Row at midpt 4-20, 5-19, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= 54(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 2=-21 O(LC 8), 20=-1717(LC 5), 17=-1803(LC 4), 12=-284(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=884(LC 19), 20=3216(LC 19), 17=3427(LC 20), 12=1123(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1567/246, 3-29=-1379/263, 29-30=-1379/263,4-30=-1379/263, 4-31=-600/1307, 31-32=-600/1307, 5-32=-600/1307, 5-33=-748/1203, 33-34=-748/1203, 6-34=-748/1203, 6-35=-748/1203,7-35=-748/1203, 7-36=-748/1203, 36-37=-748/1203, 37-38=-748/1203,38-39=-748/1203, 8-39=-748/1203, 8-40=-1063/104, 9-40=-1063/104,9-41=-1063/104, 10-41=-1063/104,10-42=-1063/104, BOT CHORD 2-22=-188/1380, 2244=0/383, 4445=0/383, 45-46=0/383, 21-46=0/383, 21-47=0/383, 20-47=0/383, 20-48=-1307/711, 4849=-1307/711, 49-50=-1307/711, 50-51=-13071711, 51-52=-13071711, 19-52=-13071711, 19-53=-14061702, 18-53=-1406/702,18-54=-1406/702, 54-55=-1406/702,55-56=-1406/702, 56-57=-1406/702,17-57=-1406/702, 17-58=-1406/702, 16-58=-1406r7O2, 16-59=-1406/702, 59-60=-1406/702, 15-60=-1406/702, 15-61=-367/1969, 61-62=-367/1969, 14-62=-367/1969, 12-14=-366/1937 WEBS 3-22=-16/279, 4-22=-292/1214, 4-20=-2057/759, 5-20=-1335/1031, 5-19=-1912/2184, 7-19=-514/343, 8-19=-1903/2285,8-17=-2739/1418, 8-15=-790/2810, 10-15=-695/420, 11-15=-1027/465, 11-14=-23/731 NOTES- 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=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2, 1717 lb uplift at joint 20, 1803 lb uplift at joint 17 and 284 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 240 lb up at 7-0-0, 123 lb down and 125 lb up at 9-0-12, 123 lb down and 125 lb up at 11-0-12, 123 lb down and 125 lb up at 13-0-12, 123 lb down and 125 lb up at 15-0-12 27 lb down and 52 lb up at 17-0-12, 27 lb down and 52 lb up at 19-0-12, 27 lb down and 52 lb up at 21-0-12, 27 lb down and 52 lb up at 23-0-12, 27 lb down and 52 lb up at 25-0-0, 27 lb down and 52 lb up at 26-11-4, 27 lb down and 52 lb up at 28-11-4, 27 lb down and 52 lb up at 30-11-4, 123 lb down and 125 lb up at 32-11-4, 123 lb down and 125 lb up at 34-11-4, 123 lb down and 125 lb up at 36-11-4, 123 lb down and 125 lb up at 38-11-4, and 123 lb down and 125 lb up at 40-11-4, and 240 lb down and 240 lb up at 43-0-0 on top chord, and 395 lb down and 79 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, 192 lb down and 161 lb up at 17-0-12, 192 lb down and 161 lb up at 19-0-12, 192 lb down and 161 lb up at 21-0-12, 192 lb down and 161 lb up at 23-0-12, 192 lb down and 161 lb up at 25-0-0, 192 lb down and 161 lb up at 26-11-4, 192 lb down and 161 lb up at 28-11-4, 192 lb down and 161 lb up at 30-11-4, 88 lb down at 32-11-4, 88 lb down at 34-11-4, 88 lb down at 36-11-4, 88 lb down at 38-11-4, and 88 lb down at 40-11-4, and 395 lb down and 79 lb up at 42-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-60, 3-11=-60, 11-13=-60, 23-26=-20 Concentrated Loads (lb) a e,eg pka;eri rvtN, .r*tn'AI IJCa TMS3"s<EtEi'ti6EX(L`i TEtXSd(b;dliCMs(OitOk'3lTi eiC EioMEXr lnx,. 4ertlylrigr tn!mdris a'd srl adesnik,los:k:cAwryttk a';!netkc.Is & k4af l.iex.5a ::, t.E. tdnear4. rr:Pe<e. Ddnsrttddo lit IDD. a!Y Xiieacnrestntde.,ad: Er aselhr t&iDDhke nlll. IseLns Desip Erglnn;. aoeieAr halre!r;.,ri!ssd anrr iDD epesedsmpsrrtao:ed De Xrai!ulad eq. a.:gisNri llX(iik les ge. ;M s!srleLus iy nll ae BriW adr. adai7l. 'gr es fa avrapiaa hd:.rg naelnws,. niblilry Anthony T. Tombo III, P.E. Ns' e9 asrdmfriorlii"lc tle epuiwiq d"<7.' heD*arsenei.'rs d!: Ik WIN!D g! h":x!eded d le INa dtl Iedl fe. r' .. Iati. hI,p dll DD Munn. ti s dhei s.irl gtzrd.q snrga shlld edk !ra srd NIA e•X:atia MA t $ooid3 Ike tw [ep Des gn ra [If'ada d e.e.a,le. rie iDD ad lac is asaf grei-sdh. Alidq(a¢ptlM Sdrylas din t(A; ryllishe3 f rh ad SN.l rt, Ada uir ge o.p luc R.Ik7 arir,rtpeai k. nes mX tar.!sdY..tes. Desigrer,l a, h.;pa:agixn eaXfr (daada!h:!s.nev 44515t. Lucie Blvd. ete'.Ise ldiad lge.rsad sped a»e rrritiq It dl par:!s :sd. tae tn. G aignea sXLi "u dz iig.e,i} !. ri i•r!s Syo!a tqn:rr a: ur ShcSq. ule'.>Exres ass as tetad hiln. Fort Pierce, FL 34946 Copyright C07dl6A i Roofhusses-Anthony T.Tomho ill, P.E. hIsrodaUion of this dommeni, in ony form, is prohibited xitheul the witten permission from Ad Roof Trusses- Anthony 1.Tomko lll, P.I. oTruss Truss Type tyPly RYAN HOMES /SEASIDE v1 A0001718 WRCSSIA A01G Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36:15 2018 Pa gge 2 ID: P42uXRd_Kj21 gP?afFS_28yAdrr-H WbJ NYvasFrgvKE 1 z7YN?rwGNzxY3gpJ 1 pORVbzN70k LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:3=-193(B) 6=-8(B) 1 1=-193(B) 22=-395(B) 14=-395(B) 9=-123(B) 29=-123(B) 30=-123(B) 31=-123(B) 32=-123(B) 33=-8(B) 34=-8(B) 35=-8(B) 36=-8(B) 37=-8(B) 38=-8(B) 39=-8(B) 40=-123(B) 41 =-123(B) 42=-1 23(B) 43=-1 23(B) 44=-71 (B) 45=-71 (B) 46=-71 (B) 47=-71 (B) 49=-192(B)50=-192(B)51=-192(B)52=-192(B) 53=-192(B) 54=-192(B) 55=-192(B) 56=-192(B) 58=-71(B)59=-71(8)60=-71(B)61=-71(B) 62=-71(B) Iron 116se4hattyr"irain'SI1MriD510 ''aittEr,MR."riWSd001OUS(7'1JkiSPIR;!C11(ftH O-i Iwn.Intl}leap(wmdntlalndapesatasills:Des:pDlr.iyjttx tddlAdlafi.ra:dii fE.Mneae4?4 SeSrtee_ odes:a@n+M ddwheIDD.ay Mitxnnfml}n sldl .a;eliw rte l7Dto IL Lei Delphpeeei 4e-Dr Eeda r yvdno+lDO tpesens le xnrea;enue }rd ndta's.-s yr si/lnr n. Ik lasi.Dl :ep1 st 1't lte ale iC6 h aid l?6I. & ,S p .IrtIM<m sdldaDl Anthony T. Tambo iIi, P.E. I?l Sed`131'CS !L, IIr {dftt-tIk 3F I}Imdt^x)I1, (if OaatlStAE3,-a dal Yle {rflDn }a N.l:watndad lR<ro::: lth n:ik H4gr& ry1. 11}:nt.dlle,Wld n.fi l3tdb tr-nt^!1, }.S1'1}E it3trlldlel llt totie+lalf t}«Yt:>:.hd Tomb 0083 ' rtt}-,g;ef Jfs.m 4+Ma:1.. .r ue sot:e tle iDDa/l epxtns mlp Wasdtl pil4a}Cawptsn Sd nha•ntaa:IXSl ttrsta+:+t 1?I aa1 SS(1 m:dn xt 'a aaAar 1F iknas. Et .}tni a:r es eed pa.ixs a!irl,xs![k!ipn,l.-.7e.:g }i.uel ni it sMaade:e.n, ate!; ::451St. Blvd, t'kr:rne Idirtf ko.ad In Ipef1 art r xrthe} Ir dl Fm:es IEtmei Ile inet D a p.l}mna:s 11 ^,e }dJap.e.an, w 1.1 s <.n:.a .y Iwr 1, a} awl a}. All t M 3>E k:-n31rf n ddael d IFII. 01 Dpyri9hiF-1701dA-Iiaa!Lasses-Amkuuyl.iomballl,P.E.Repraidatliaxoflfisdocumeni,inaaflorlm,ispao4iAitedwithcalthtvritteeparmi!> ion6umA- I Rout Tresses -dnt5DnrLlamhnlA,P.f. Fort Pierce, FL 34946 Truss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001719 o"b""' A A02 Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1 9-0-0 9-0-0 15-8-0 23-10- 6-8-0 8-2-0 TRUSS NOT SWAMETRICAL 5.00 12 2x4 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek ID: P42uXRd_Kj21 gP?afFS_28yAd rr-mi9hauwCdY 32-0-0 41-0-0 3x8 = 3x6 = 2x4 11 istries, Inc. Wed Apr 25 17 36,16 2018 Page 1 NUpEXr3cY3SQINKPoF4TFTm_l2zN70j 50-0-0 51-0r0 Dead Load Defl. = 1/4 in 5x8 J v 1 q 6 18 17 16 25 15 14 1326 12 t1 4x6 = 2x4 11 3x6 = 5x8 = 2x4 11 3x6 = 6x8 = 3x6 = 2x4 11 4x6 = 9-0-0 1 15-8-0 1 23-10-0 32-0-0 41-0-0 50-0-0 9-0-0 6-5-0 8-2-0 8-2-0 + 9-0-0 9-0-0 Plate Offsets (X.Y)-- 13:0-5-4,Edoel, f8:0-4-0.0-2-21 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 0.98 Vert(LL) 0.18 18-21 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.43 18-21 436 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.27 18-21 709 240 Weight: 231 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 1 Row at midpt 5-16, 5-13, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= -68(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-152(LC 12), 16=-642(LC 9), 13=-678(LC 8), 9=-179(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=593(LC 23), 16=1367(LC 23), 13=1479(LC 24), 9=689(LC 24) FORCES. (lb) Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/389, 3-4=-74/298, 4-5=-74/298, 5-6=-75/299, 6-7=-75/299, 7-8=-75/299, 8-9=-890/520 BOT CHORD 2-18=-165/507, 17-18=-165/515, 16-17=-165/515,16-25=-304/405, 15-25=-304/405, 14-15=-304/405, 14-26=-304/405, 13-26=-304/405, 12-13=-302/747, 11-12=-302/747, 9-11=-300/756 WEBS 3-18=01345, 3-16=-930/534, WEBS 3-18=0/345, 3-16=-930/534, 4-16=-480/412, 5-16=-769/563, 5-15=-209/331, 5-13=-772/564, 7-13=-563/494, 8-13=-1134/657, 8-11=0/395 NOTES- 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=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 2, 642 lb uplift at joint 16, 678 lb uplift at joint 13 and 179 lb uplift at joint 9. 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, 19-22=-20 F% euy ReEsen qm! itea ba%iur.r firgM_ TEW&6h icus 0SIDM.Ai7,.aeWD"AWIns: ytrOi atop F—ttFez td ted am.. a."i Ns' 7ewiy3TC4p.4 nt hiorf l_ kau tI More., 4. ' udw dwt.il add!rile ioo. <mir N iEsclErMnrc adl- ed Lr t&DDI di1 4iE. nsD pEFl+!!FF- ece: nyE dr>F .n 7D epesedf.e ocrte aEf lie kd wd "puttpsniluy a. Ib kes,u n :e, i. p',he ill IDD ly oilier i?tl. taFs:pns rfptbF DFl Fy!elm silt!llry Anthony T. Tomho ae, P.E. dil3 t:. `t IM rt11 tE IS laz rlSrllln d'41' e.nt Qw9tf •F.RY Fe ged :I ernll F6 g a:.FrltddiIR'a S:t dne bfxl :a'.!!1F !I l4M! dlk u01d rfieli se dh rif uF Wx ts!'*. Si'lyF ishllvr. eslnr sa.". ''z tx,ii .h l( w 90083 tFiF t..5_:rt uz Cw"M9r. R:. ti ,a.:E ne lgD a IMrA Fe m1p11 sdn G'll'y[ExpawlSdnira. n NI:t N-Ml oafry MSe(rt.rdv xui+R tl alo ltlte:._nre,pna: lies mlE+:tsNeLlst[ksipx.l.n37e::g a3ivaa8 rn., NandF^..v, lSs .1451 St. Lucie Blvd. E4e+ sl lFflEel,o.tdFn tp!ld tpn nxlniq trill ion Fs im<le4. toe til.,, p.lyileef YGi E .hu.F,-;.n,n7 syi _x-y lltrrmrbFadlly. 111 co7ld Fld spas nEai defAel ra 1111_ Fort Pierce, FL 34946 Copyright CIF 2016 A I Roof Trusses-. Anlbony L Tombo III, PJ. Reprododion of ibis dowment, in any later, is prohibited without the written permission hom A -I Roof T,.sses-AnthwT. Tomlin ill, F.I. O tossTruss Type RYAN HOMES / SEASIDE vt A0001720 Hip 71-7--l Job Reference (optional) s 1 m- 1 1 -b , r.. F rwe , rL 34946, aessgnCWa I Iruss.com kun: s.tzu s Nov 1z 2u1 t Ynnt IJAZU s Nov 122011 Mi I ek Industries, Inc. Wed Apr 25 17:36:17 2018 Pagel I D: P42uXRd_Kj2l gP?afFS_28yAdrr-Evj3oExgOs5N8eOQ4Yar5G?h H me6XoZcU 7VYZUzN70i 0 0 6-10-1 11-0-0 18-0-3 25-0-0 31-11-13 39-0-0 43-1-15 50-0-0 5 -0 0 1-0-4-1-15 7-0-2 6-11-13 6-11-13 7-0-2 4-1-15 6-10-1 1-0- Dead Load Dell. = 5/8 in 3x6 = 5x6 = 5.00 F12 3x6 = 4x6 _ 3x6 = 5x6 = 4 5 6 7 9 2x4 2x4 i 3 10 T W W3 1 712 Ri Rl11 1 o I o 19 18 17 16 15 14 13 4x8 = 3x8 = 5x10 MT20HS= 3x6 = 5x10 MT20HS= 3x6 = 5x10 MT20HS= 3x8 — 4x8 = W Plate 20-6-1 8-1 39-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.55 15-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 1.17 15-17 513 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.63 15-17 948 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 1 Row at midpt 5-19,8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. ( lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 11 = 2060/0-8-0 (min. 0-2-7) Max Horz 2 = 81(LC 17) Max Uplift 2 = 513(LC 8) 11 = 513(LC 9) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4490/2670, 3-4=-4126/2429, 4- 5=-3792/2309,5-6=-5223/3105,' 6- 7=-5223/3105, 7-8=-5223/3105, 8- 9=-3792/2309, 9-10=4126/2429, 10- 11=-4490/2670 BOT CHORD 2- 19=-2314/4105, 18-19=-2709/5021, 17- 18=-2709/5021,16-17=-2937/5419, 15- 16=-2937/5419, 14-15=-2710/5021, 13- 14=-2710/5021, 11-13=-2323/4105 WEBS 3- 19=419/450, 4-19=-653/1276, 5- 19=-1574/904, 5-17=-105/483, 6- 17=-347/257, 6-15=-347/257, NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 11. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 240 Ib FT = 10% aoa _ te4THIn S'EIIE0.1, 6E11'fflkSb(f—ft fin, x. e111 .iYLd MEe Ix i.Ard:iylP Gt .II add IL E9 ]-c] rf ..erc nt eFn lii § tE td ! :•a. Ud foe. r>•etl niDD: ay ILiHH. ofPe 911 ,, uel hr Bx i]DI H fl 1 i D p p i. f9e fHE 'H ;,•a d 3DD p HtsHH.f m:edn Pd - d y ltm -s.n IS it 'p n p IIH G1H lalilry d dnsf ,;4. f t €f,It, ies p'InrW x Ux O. -Fats- H :d e. nftdidifD - ^z.Htea btu lf<n Hdt It t:: ,dF 3f81 It Anthony T. Tornbo IIT, P.E. tt ! rynF dt! DU w field s ifhf ss 19vu taA- s;!lF, snllcl fG fi: DII r i8i hd 2 80083 tk1tSfspx= aC 'Ic8 ..HeIDD 8:1 t9ttM 3vd1 sfln 611N 1(GrtH•m dtpM9. so Vs NtrSG':f r'198/St(A l axu`ffl ',rime iFlEf r.'ke <e;twa.: ties H .>.s9`Y.i«sf npn'. i,x.}:: g,.spmn wd iir., tlav(rh. v; :e 4451 5t. Lucie Blvd. f'!E+ 15fdFf1Fi1iC 99'4419ptfibHl >fNytrdlpr.:Fs ie3 tfefet.,.f ^2.Itffff allfSEt:f p F I3H,iFt Slim. T.'Erf:trC (efildly. klltee".I•£t'GSIfFe53daed19iP11. (-Mt 1 St. L EL 34946 Blvd. Copyright c02DId A I koaf Trusses -Anthony T. Tombs III,PE iepsododion of Ibis document, in,eyform, is prohibited withost the aiineo permissionhomA-1 Roof Trusses-AnfhonyT. Tsmholli, P.E. oTruss cuss ype ty y RYAN HOMES / SEASIDE v1 A0001721 WRCSSIA A04 Hip 1 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:18 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-i5H R?ayS9AEEmozceG54d UXppA?yG H Dmjn F55wzN70h r6-7-5 Or0 1- 0jO-00 6-7-5 6-4-11 8-0-0 8-0-0 813 -0110N00137011141411150005-0- 0 6-4--7-5 1-0- 5. 00 12 5x8 6x6 = 3x6 = 5x8 17 24 16 25 t5 14 26 13 12 27 28 11 4x8 = 3x6 = 5x6 W6= 3x10 = 5x10 MT20H5= 3x6 = 5x6 WB= 3x6 = 10- 9-14 21-0-0 1. 29- 0-0 39-2-2 i 9- 11 10-2-2 8-0-0 10-2-2 Plate Offsets (X Y)-- 2:0-0-0 0-0-4] [4:0-4-0 0-2-2] [5:0-3-0 Edge] [7:0-4-0 0-2-2] [9:0-0-0,0-0-4] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.46 15-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.95 15-17 629 180 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(CT) 0.26 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.49 13-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2, T3: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 1 Row at midpt 4- 15, 6-15, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 9 = 206010-8-0 (min.0-2-7) Max Horz 2 = 95(LC 12) Max Uplift 2 = 490(LC 8) 9 = 490(LC 9) Max Grav 2 = 2060(LC 1) 9 = 2060(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4535/2736, 3-4=-4132/2444, 4- 5=-4537/2796, 5-6=-4537/2796, 6- 7=-4537/2797, 7-8=-4132/2444, 8- 9=-4535/2736 BOT CHORD 2- 17=-2385/4152, 17-24=-1851/3545, 24- 25=-1 851/3545, 16-25=-1 851/3545, 15- 16=-1851/3545, 14-15=-2393/4537, 14- 26=-2393/4537,13-26=-2393/4537, 12- 13=-1854/3545, 12-27=-1854/3545, 27- 28=-1854/3545,11-28=-1854/3545, 9- 11=-2394/4152 WEBS 3- 17=-489/548, 4-17=-203/600, 4- 15=-654/1334, 5-15=-512/457, 6- 13=-577/457, 7-13=-655/1334, 7- 11=-202/600, 8-11=-489/548 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL= S.Opsf; h=16ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 490 lb uplift at joint 2 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in 4x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 247 Ib FT = 10% 6a: ug-rlaiP tknaralnnrt!±tha'k)r7C_[is!S ^SRtEl 16EN;1kS Ti1KS 8[ N.11105t C8siilk 947J„[NDA,:i.rktEM'Ixz. IErAr drsigi ta:4den aai reeNsilzwk}i, 1.<sD 'gx Dra in1't[kaw tM kAtlw3l.r;m.aa r,rE Id xia 4wf N rt ev Odns Nk r*isesid:l am hr TDD. a'r li7E :eAeENryre ail,. E Ihrm not x dil. kse. rss Dtig Eq ' Ity dwt A 4.d TDO F cd .?e; Otserydss d w .sf klera hENsn mx :r i 1o4.1 TDDo1 M TM 1 y.. p hcE is 0 snlilm - Anthony T. T mba III, P.E. e:d sedhisT h trill asteersrya 4lMd'x1 tF.tC s +a. Fee da.tSerll a0 g ,w"maeeddtaelR<;ti .[ Ih I k N....dra T 1 7eEpt! .dt' DDaalAwM1ell sedhe ss nIPA'.,q +a:qF shlle(A dkn. ail Kas: trd z 80083 INtt e: its;a (ra*eC ra she TDD "d In pl d"k.. 0 th W11[ r sdnira. cD .tCl pe1sk3 P! oA sl[A n...tW `u ge :vA r.. lr.l a,rh,ae,e,p,1 hey w 61,11A"'k.i ss. tk,Ip ,1. ssks¢s. Eq.. ad Nse d..dreu. w:PSS 4451 St Lucie Blvd. eRe.+r ie ldYEe E,,.aa,ed apetd opaAhwnnrylydliar ES-i,.rad. Ta. ias Fa.AltAwr-,NCTht rAdbg,x„pz,mNis ys.s.ya:era mro'164 Fort Pierce, FL -4946 Copyright@ 2016A 1 Raoftsosses- Anthony T. Tombo tll, P.E. Repimirmom of docomert,inany form, is prohibited without the arisen permission fiem A-1 Roof Trusses- Anthonv T. TombD ill, P.I. OTruss russ ype RYAN HOMES /SEASIDE v1 A05 Hip 7t— yTy 1 A0001722 Job Reference o tional y, : • ne,:. o. i zu s Nov i2 201 t Pint: 6.1m s NOV 12 2u1 r MI I eK Industries, Inc. Wed Apr 25 17:36:19 2018 Page 1 ID: P42uXRd_Kj21 gP?afFS_28yAdrr-AHgpDwy5wTM5NxYpCzcJAh4zpa Lf?hrvxR_feNzN70g007-0-8 15-0-0 21-8-0 28 4-0 35-0-0 42-11-8 i 50-0-0 5 -0 0 1-0-0 7-0-8 7-11-8 6-5-0 6-8-0 6-8-0 7-11-8 7-0-8 1-0- Dead Load Defl. = 7/16 in 5.00 F12 5x8 2x4 11 3x6 = 3x6 = 5x8 18 : t Za 16 su 111) 31 14 4x8 3x6 = 5x10 MT20HS= 3x8 = 3x6 — 5x10 MT20HS= 3x6 = 4x8 = 21-8-0 Ile 3x8 MT20HS= 38-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.56 18-20 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 1.04 18-20 575 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.42 16-18 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc pur ins. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. WEBS 1 Row at midpt 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 12 2060/0-8-0 (min.0-2-7) Max Horz 2 = 108(LC 17) Max Uplift 2 = 466(LC 8) 12 = 466(LC 9) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4537/2775, 3-4=4094/2434, 4-5=-3994/2453, 5-6=-3949/2504, 6-7=-3949/2504, 7-8=-3949/2504, 8-9=-3949/2505, 9-10=-3993/2453, 10-11=4094/2433, 11-12=4537/2775 BOT CHORD 2-20=-2422/4157,20-27=-1738/3343, 19-27=-1738/3343, 19-28=-1738/3343, 18-28=-1738/3343,17-18=-2042/3949, 17-29=-2042/3949, 16-29=-2042/3949, 16-30=-1739/3343,15-30=-1739/3343, 15-31 =-1 73913343, 14-31 =-1 739/3343, 12-14=-2430/4157 WEBS 3-20=-575/647, 5-20=-300/700, 5-18=-418/982, 6-18=-425/368, 8-16=-511/369, 9-16=-419/983, 9-14=-299/700, 11-14=-575/647 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 2 and 466 lb uplift at joint 12. LOAD CASE(S) Standard 12,76 50-0-0 11-1-14 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 252 lb FT = 10%E, of q rl enal t"I I IJF 0 S M[rsGflll:itA5&Orirlrh USIA" 91 truh SMEN iKm liftrtupF at s Ede s t f: )e:gJ! p rr,'len Rrtl I r t> :.rF l R .z -Dais dM i en 1DD "rMi b011 , P.E. dZh :snrFese>I sPl hr n*i}DI x dl 4 e'rns0 1l hplex ceP llq Fexh.. n xdnw7lDP pr etlsmx'E .edlze pd ss nel xa. . e! spP 1'lep a'h IEs + Ed ejFt! sFs d ne 1DD dmi..i :te y.! .In R 1.0 F nn tdilry AnthonynT. . TOm",.5 EmWo ' a! It,"spnklnrlf'7*e tk0 1-1:e n t Wiiq r '—wat4NIm a -'edn I ae -at R I l rpe'0a DD N held dItst- .1'a. q t.q hlom Ir ,an.. pmza.hrt Tom IkE4 RE<JEvgaemtaa"!na d' rE.e; e3 as stk iDD rN lopxl 3 {lef In g1Nq (ea.ica nisei la3rneb BCI pol'sM;'sr>f of SrlSn eix n: ha reaxx. al !.iF-1 EEi.E-n..•uµ•:s,ties!!~va esti.ts.De,ipx,,le.,p.apaen cad in.MaadlF'f•.l, 44$t St.0083 Blvd. E3F.w:uldnfikpe 89. IXtIP9tF9!llhX'Ehlr lydlplr.'.Ef IF1(iPS lit rrtE,x:,9j Nlr-gll:ieiMi9rr.fs,la,r Nf frt D,M1'i!?!f 8'tAp 3l l t:. lll.p',. !P'RS IrF et:tr'!¢I-RTPfI. Ed451rt St. Lod Blvd. to rihtCC2016AI[mlInisses-Anthony1.TomboIll,P.# Eeprodudionofthisdomment,inanyform,IsprohibitedwIfeottheerinenpermissionfromA -I Roof ftesses-AnthonyfJoarhnill,P.I. PY 9 E ob nlss ruSs ype ty y7RYAN HOMES /SEASIDE v1 A0001723 WRCSSIA A06 Hip 1 b Reference o tional Al Roof 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. Wed Apr 25 17:36:19 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-AHgpDwy5wTM5NxYpCzcJAh4_UaLO?IPvxR_feNzN70g OTO 9-0-0 17-0-0 25-0-0 33-0-0 41-0-0 50-0-0 5a-Or0 8-0-0 8-0-0 9-0-0 1-0- 5.00 12 5x8 3x6 = 5x8 18 Zb 1t Zb 1b a -I0 Zb 19 1a to — — Dead Load Defl. = 7/16 in 3x6 = 5x10 MT20HS= 3x6 = 3x8 MT20H5= 3x6 = 5x10 MT20HS= 3x6 = 4x6 = 4x6 = 10 4-11 21-0-0 29-0-0 39-7-5 50-0-0 10-4-11 10-7-5 8-0-0 10-7-5 10-4-11 Plate Offsets (X Y) 5:0 4 0 0 2-2] [7:0-4-0 0-2-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.56 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 1.01 12-14 >593 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.38 14-16 >999 240 Weight: 243 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 2400F 2.0E 'Except` T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bracing. WEBS 1 Row at midpt 5-18, 7-12, 6-16, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 206010-8-0 (min.0-2-7) 10 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 122(LC 17) Max Uplift 2 = 443(LC 8) 10 = 443(LC 9) Max Grav 2 = 2060(LC 1) 10 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4420/2664,3-4=-4263/2685, 4-5=-4173/2714, 5-6=-3491/2218, 6-7=-3491/2218, 7-8=-4173/2714, 8-9=-4263/2685, 9-10=-4420/2664 BOT CHORD 2-18=-2287/4025, 18-25=-1615/3187, 17-25=-1615/3187,17-26=-1615/3187, 16-26=-1615/3187, 16-27=-1833/3616, 15-27=-1833/3616, 15-28=-1833/3616, 14-28=-1833/3616, 14-29=-1616/3187, 13-29=-1616/3187, 13-30=-1616/3187, 12-30=-1616/3187, 10-12=-2293/4025 WEBS WEBS 3-1 8=-531/618, 5-18=-670/1 009, 9-12=-531/618, 7-12=-670/1009, 5-16=-1691730, 6-16=-448/276, 6-14=-448/276, 7-14=-169/730 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 lb uplift at joint 2 and 443 lb uplift at joint 10. LOAD CASE(S) Standard r. & F,e q Flerri F9H, r : /e roe i rOv o et_ TErds d ooflC s aslam irYl , a erGA rin I— hr4 dtslp rmArsdtrs-A Eel 19NIN's 3141 3 i" TYr,; F s rh kd oty 1. T to .,. t E Ilya E.ea4sm. a l . d1 . itd l 'tiON alr k- TEICatPY.iFlrr ad...e.lanittx T9U la%*Ili(4tF.fbs50PS1yaEltlxr. .IR Fir EFd+%E. 'h d Ir¶Ie,tplPStdi (t H3aiaa.tdlb prd.t31ttl EA. FIPttlASnilnt'en {SE^... Is[$IF T. SF p"1 {ten 3CC xit xMerT tl F'rn tf3 piF F¢4 Fa CI do ,. tF 1011fj Anthony T. Tombo ITT, P.E. zY dnisT. 5 ryrwlfgifne p-blMdtielwnE.tlxOaMf3FAY n M.t' 61dnCfgEt. + tadiulR`.s.: entlEYE' :aa IFta,r 1.1 EfhrEdl ee aeFmheid S d6 St. I°rsA^!': 3-AdF snllAr ftEPlr ad. r eSrasa nd z 80083 IE r-r,OEsgnt arFra>. a a aa,Ftke1CCMlhspra3aSna1 !I sdn p-Irgr rcFadsdegdam .ul rer r:a er a,altu rti TE HdP I, aaEat. to teE;rt.nt.t,rtt3F..ntimaaE,.3rn.T. S.ae311Ftr-t h:e=apatermarrP„n,. tFE+s t m:eas 4451 St. Lucie Blvd. U.", dome if cPd,al apltd tFF Fx'mq kdl The T, .fEs:. h1wor-zs 9CT ,t tu.k?"Iitw Fr TlssJs.a glttn wf i*11'1 All Ewe :'eFtra: rte as ddned m"IL Fort Pierce, FL 34946 Copyright( 17016 A I foot Imsses Anthony T.Tombo ill, P.E. Reproduction of this domment,inany form, is prohibited without the wrinem Permission from A-1Feel Trnses- Anthony 1. Tombo ill, P.I. Job Truss Truss Type HOMES /SEASIDE v1A0001724WRCSSIAA07Hip71Y]7RYAN1 Job Reference o tional a••v- ^ ^• [. . [<u - lv— [< cu i r root. o. icu s rvov iz [u-i f Mi I ex Inoustnes, Inc. wed Apr 2b 1 /:36:20 2018 Page 1 I D: P42uXRd_Kj21 g P?afFS_28yAdrr-eUOCQGzj hnUy?57?mh7Yivd9n_gdk933A5kCApzN 70f006-6-6 12111 19-0-0 25-0-0 31-0-0 37-2-5 43-5-10 50-0-0 5 -0 0 1-0-0 6-6-6 6-3-4 6-2-5 6-0-0 6-0-0 6-2-5 6-3 4 6-6-6 1-0- 5.00 F12 5x6 = co — 18 cv 3x6 = 5x6 = Ju 16 111) 31 32 14 4x8 3x6 = 3x8 MT20HS= 5x10 MT20HS= 3x8 — 3x6 = 4x8 = 3x8 = 3x8 MT20HS= 9-7-t 19-0-0 31-0-0 40-4-15 50-0-0 9-7-1 9-4-15 12-0-0 9-4-15 9-7-1 Dead Load Defl. = 5/8 in ettl onsets (X Y)-- LOADING (psf) 2.0-0-0 0-0-41[4:0-3-0 Edge] SPACING- 2-0-0 6:0-3-0 0-2-4] [8.0-3-0 CSI. 0-2-41[10:0-3-0 Ed e],[12:0-0-0,0-0-41 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.69 16-18 870 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 1.29 16-18 464 180 MT20HS 187/143BCLL0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.23 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.43 16-18 999 240 Weight: 262 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-16, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 12 = 2060/0-8-0 (min. 0-2-7) Max Horz 2 = 135(LC 12) Max Uplift 2 = 459(LC 12) 12 = 459(LC 13) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4541 /2797, 3-4=-4237/2600, 4-5=-4154/2613, 5-6=-3312/2128, 6-7=-2999/2043, 7-8=-2998/2043, 8-9=-3311/2129, 9-10=-4154/2612, 10-11=-4238/2599, 11-12=4542/2796 BOT CHORD 2-20=-2440/4153, 20-27=-1968/3573, 27-28=-1968/3573, 19-28=-1968/3573, 18-19=-1968/3573, 18-29=-1595/3144, 17-29=-1595/3144, 17-30=-1595/3144, 16-30=-1595/3144,15-16=-1971/3572, 15-31=-1971/3572,31-32=-1971/3572, 14-32=-1971/3572,12-14=-2448/4154 WEBS WEBS 3-20=-408/458, 5-20=-249/562, 5-18=-775/677, 6-18=-504/968, 7-18=-432/222, 7-16=-435/220, 8-16=-504/966, 9-16=-776/676, 9-14=-248/566, 11-14=-407/458 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 lb uplift at joint 2 and 459 lb uplift at joint 12. LOAD CASE(S) Standard k ry-tl ,e Hu Pd i.:t ,11JC f3,S' EElElx ftR. to Items aC uIgno f:LI Y'aL11 PfiLiY. :-MEM I n t.ilPh pp a fired d uid T; H eD-1 TP;. and IN AeM1 f1 T,"ai:, PE lei tl. ',n" Dds-dt. ddd tE TDD,miP7Tanp.read adGrnal)Pls IrAe.rnDeleEpaxa. < DEd...,.'R TDDPed ner.edinpdssld a ¢4llrtpa.raelnp.Iktiv}eT.scjl=P In TOIaa!1.LTtse'p N..laaP cIn g,iiry Arthon)7.TombaiL,P.E. uad do 1: ,4 '6.11 6 sikr P Fin d,. )a DvO as H pds.i STlianD P m.a fMeI4<i.le[vdH far, Exec de r t l q_. as di§ DD M fief) d6 . it la rhhad:„'Eele rondon etr - ad p ".hd 30[83tkik1x: nCsa"-o . n.e aInt T4D akN at .1 goit ho kTN1( r Vsell li. I 6[f»d-skn Ep In a! N,i dna dfo4 get Tf IEe as i•re;Prs, nes ead b:'esV T.as Duiper,l r,. h:p sp-and T[e ,kaada:X.r, vexes 451 $t. Lucie Blvd. e{Fw se l ael Eie m[M aped a»e xmgEr dlPu^.rs .rd TnefrusN3;m.yieee[:i01 ^xk f P a, paer. eT ssJs.m aPiavra ap anlfiinl. Aild:xna-e•as are az leAnd'a THL Fort 1 St. L FL Blvd. Coprnghl (Si 201dAIRnat Cusses Anthony 1. Tembo 111: P.t. Reptodutlwn of ibis dorumern,inonyform, isprobibited without the written Permission from Al Root Trusses- bnthm1. Lembo ill, P.[. fuss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001725roWRCSSIAA08Hip11 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:21 2018 Pa gge 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-6gyadc_LSScpd FiBJOenF69JgOOfTd FCPITIiFzN70e j-0 0 7-5-3 13-10-11 21-0-0 29-0-0 36-1-5 42-6-13 50-0-0 5-Or0 1'-0 0 7-5-3 6-5-8 7-1-5 8-0-0 7-1-5 6-5-8 7-5-3 1-0- dI O 5x6 = 5.00 12 6x8 = 19 26 18 17 16 — 15 14 28 13 Dead Load Defl. = 1/2 in 3x6 = 5x10 MT20HS= 3x8 — 4x6 = 3x6 = 5x10 MT20HS= 3x6 4x8 = 4x8 = 10-2-3 21-0-0 29-0-0 39-9-13 50-0-0 10-2-3 10-9-13 8-0-0 10-9-13 10-2-3 Plate Offsets (X Y)-- 2:0-0-0 0-0-4] [4:0-3-0 Edge] [6:0-3-0 0-2-4] [7:0-5-4 Edgel [9:0-3-0 Edgel, [11:0-0-0,0-0-4] 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 0.86 Vert(LL) 0.48 17-19 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.97 17-19 >617 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 15-17 >999 240 Weight: 258 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 11 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 148(LC 17) Max Uplift 2 = 476(LC 12) 11 = 476(LC 13) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4491 /2771, 3-4=-4208/2608, 4-5=-4071 /2631, 5-6=-3112/2056, 6-7=-2805/1988, 7-8=-3112/2056, 8-9=-4072/2631, 9-10=-4208/2608, 10-11=4492/2771 BOT CHORD 2-19=-2403/4100, 19-26=-1921/3467, 18-26=-1921/3467,17-18=-1921/3467, 17-27=-1351/2804,16-27=-1351/2804, 15-16=-1351/2804,14-15=-1923/3467, 14-28=-1923/3467, 13-28=-1923/3467, 11-13=-2411/4100 WEBS 3-19=-424/478, 5-19=-302/685, 5-17=-864/741, 6-17=-37lf783, NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2 and 476 lb uplift at joint 11. LOAD CASE(S) Standard e+% o,iry Plasetl rwgd, r..is.. Ih;'d I IN: T1:'SB 01r, Go4l rags& oxNTORS QMK 3MJ;.hAG%EID'A ^Ixz. yerdf desige Peendns andrM 0,, s N; Tw! ),IF, DI ryJK eN tM Amhefl. lxeh>i FE. Irfi—sewahif ns. Udn: dF.x+iu ddNxdEIDD, s'ry Ils7hee In, P[r ur a ed6r lht 15D ts. edd.{;..nS ONgefgfer, 6.a.f#-DETn. nS.I • TOO 'epsI'll ex[eeP—dlhe ptn'isd up'nq etpelflhlmf n.A dE' D.r S.Or Ns.sdm?o'r dr TDD It."MM—LTtx inpn pl' Ian orn Idllin Anchony T. Tombo IIe, P.E. d sed nlsNis 4 ra ldlreg, the as pindlln d:al NO- rte14. N qel x the ldllls D g. k:ehnd lie lt(, as K dih I %1 4 aft W K1. le qn 1 d Ire 10 .1 exfi ld s dse s.bJ sla.O:q. nary mDer Wkee. f!d to Fnpas hd 280083 Imrla,Or, Ir" fer,, N!.1sisee.91NMDsdl poron"..1;Wrfifdor, 4ltlq(omysexsow h—mir,(Sr,'41"WiflPINSI(lx..dxx 1.;,..!?I9s[ Pit kmuIiiirif-i;ltine:ryO.sYib,is esigrx,les.)e.}aEq.. WfnsMrpL:k.erx:eu A451St. Lucie Blvd. ele.isetdirs l7a.e9eO eyreN ewe vuhry ly dl PerYs tat ei lac ie;ses..eee,Att Me gx.igx,,gex,xT•r s Sys'ex:gserceef Niltiry. ul [q..:iNt os uEmdeFaNia RI7. Fart Pierce, FL 34946 CoppTighl I PD16AIfeat Losses Anthony 1. Tombo IIL P.E. Reproduction of this dommenA, in nay loan, is prohibited withcxt the written Permission from A -I Raof Trnues-Anthony 1. Tomb Ill, PJ. Job Truss I cuss I ype Qty y RYAN HOMES / SEASIDE v1 A0001726 WRCSSIA A09 HIP 1 i Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:22 2018 Page 1 3 5-3-4 2300 I D: P242uXRd_Kj21 gP?afFS_28yAdrr-asWyrx?zDOkg E PGOt6AOoKiVxnM MCS?i 3OLe0ODJ FizN70d 700 38-122 417120-13 50300--00 -1 4-710- 0 8-177 -0-0 5x6 = 5.00 12 Sx8 = 1u 10 to [ r 17 1015 Lts 14 29 13 Dead Load Defl. = 1/2 in 4x8 3x6 = 5xl0 MT20HS= 3x8 — 3x6 = 5x10 MT20HS= 3x6 = 4x8 = 5x6 WB= 11- 9-14 23-0-0 27-0-0 38-2-2 50-0-0 11-9-14 11-2-2 4-0-0 11-2-2 11-9-14 Plate LOADING (psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.56 13-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 1.06 13-15 565 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 15 999 240 Weight: 266 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E *Except* 133,132: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2- 0-0 oc pudins (3-0-7 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing WEBS 1 Row at midpt 5-17, 7- 17, 8-15 REACTIONS. (lb/size) 2 = 2167/0- 8-0 (min. 0-1-13) 11 = 2167/0- 8-0 (min. 0-1-13) Max Horz 2 = 170(LC 12) Max Uplift 2 = 517(LC 12) 11 = 517(LC 13) Max Grav 2 = 2167(LC 1) 11 = 2167(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4660/ 2921, 3-4=-4270/2667, 4-5=-4110/ 2694,5-6=-3060/2080, 6-7=-2739/ 2017, 7-8=-3058/2079, 8-9=-4111 / 2694, 9-1 0=-4271/2668, 10-1 1=- 4661/2922 BOT CHORD 2- 19=-2524/ 4252,19-26=-1948/3528, 18-26=-1948/ 3528, 18-27=-1948/3528, 17-27=-1948/ 3528, 16-17=-1285/2737, 15-16=-1285/ 2737, 15-28=-1950/3528, 14-28=-1950/ 3528,14-29=-1950/3528, 13-29=-1950/ 3528, 11-13=-2532/4252 WEBS 3-19=- 523/ 579, 5-19=-305/766, 5-17=-10321864, 6-17=-468/811, 7-17=-252/ 259- 7-15=-467/811711 NOTES- 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=16ft; 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 SE MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2 and 517 lb uplift at joint 11. 8) Graphical pudin representation does not depict the size -or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard ftdq-Iln: a K% r.0i!'ats'AI37C=1i(tti3;i[ltEr's 6fe;lA; iFIxSdf l.Inui U'lUd{"'A7I .CIC s;dEe;'Iwa trdt4sip yurodtts ailtM adn%lisirEs:)t-sA>«Irr,rn Ik War 1.I;xSe?i.,lEtdrxe 0tE+%!-ana. Jdtssdh risr udN aE tYa IDU. wh M i[E ofl.Eh ld xi Ihr l&Ufax d'1 iseirns UesilEErgar?I-f%-dN be Tor add w ay MI, apesedsfae:fna:edi%Irdtsstad lq sf+ gSitn[ir nl ifs%Anthony T. Toml)O IIi, P.E. d9s I.1ss4Idlffistk 'I"o,suny dtx1 IkfC is Exa-ai pg a. in Wing oljrtr. a tv:%hat d iu It' as itradtit I Ci) fs dreE'IRl ltq•rtf a ad THab .hell se dti ';I gtxd aq K.q, hlldia adkv*sld s x epaL hd ' { 0083 IFx4t: Jfs:yae!MiW t1E :Hit N',LIMTUtIi!dlielfxll 11i11 Siiiiil6tt[C?IpA4tlSdn18.H[IL itl'lellSMt.il?lan/i6li ,el.I:xR,hEgtt R'!,7e.Id,tM;t!?;"w,,4Jls.,90:1aSVRl!1e,Ik,pE,1n,)e.;r_ilia..OT,Essgd,AECa,f,..iSI ,;jaiSt.00838vd. elexisa lf(irfllyc id edSrF35>af l.;rifiq h, dl /ar.;Fs 6,1 lie,,ss lat-*— 10I1 el 1. g Fsgaer eft ssiss-giaxraafodddq. All iY,.-e as uF as ddael la Rl1. opyrighlC,2016AIRoof Gussts-AnAonyT.Tomho116Pt bpodueionofthis document,incoy lorm,ispwhihiledwithwllhtwritten ptfinksionfiomAlRoolhesses- Anthony T.Tomhoill,P.T. Fort Pierce, FL 34946 Job Truss rUSS ype Qty y RYAN HOMES / SEASIDE v1 A0001727 WRCSSIA A10 COMMON 5 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:23 2018 Pa gge 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-234K2H?b_isXsZra Rph F KXFeeBhoxXbVs2ysn8zN70c 1 0- 8-9-3 16-10-10 25-0-0 33-1-6 41-2-13 50-0-0 5j-0 0 1-0-0 8-9-3 8-1-6 8-1-6 8-1-6 8-1-6 8-9-3 1-0-0 5x8 = 5.00 F12 18 2b 11 Zb lb ZI lb ZS 14 ZV 115 6U I 3x6 = 5x6 WB= 3x6 = 4x8 = i!!1V5G 31A8 MT20HS= 3x6 = 51A6 WB= 3x6 = 0-7 39-7-5 LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.91 Vert(LL) 0.45 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.86 14-16 694 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.39 14-16 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (2-10-2 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 7-12, 6-16, 5-16, 5-18 REACTIONS. (lb/size) 2 = 2167/0-8-0 (min.0-2-9) 10 = 2167/0-8-0 (min.0-2-9) Max Horz 2 = 184(LC 12) Max Uplift 2 = 532(LC 12) 10 = 532(LC 13) Max Grav 2 = 2167(LC 1) 10 = 2167(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4670/2916, 3-4=-4507/2897, 4-5=-4359/2927, 5-6=-3490/2366, 6-7=-3490/2366, 7-8=-4359/2927, 8-9=-4507/2897, 9-10=-4670/2916 BOT CHORD 2-18=-2510/4262, 18-25=-1848/3470, 17-25=-1848/3470,17-26=-1848/3470, 16-26=-1848/3470,16-27=-1179/2621, 15-27=-1179/2621,15-28=-1179/2621, 14-28=-1 179/2621, 14-29=-1850/3470, 13-29=-1850/3470, 13-30=-1850/3470, 12-30=-1850/3470,10-12=-2517/4262 WEBS 6-14=-742/1234, 7-14=-906/856, 7-12=-620/963, 9-12=-516/593, 6-16=-742/1234, 5-16=-906/856, 5-18=-620/963,3-18=-516/593 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 lb uplift at joint 2 and 532 lb uplift at joint 10. 7) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in 4x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 256 lb FT = 10% wady -nee:, nnteprrash.tx•A1tDDErill 5B Slott,Wi ATTiNaikifrlDasCanon{atn:r;:(ctca:t ntrr1„m.TtrDyflapyuendmIII rxAode:xta;T!e,sD,sparwtry;rr ;a IMtnxfT.Tea.Aati,ILmyemtaehssemtr.I„andetheTO,* rkW., FCe sssl,. Ile e;effn IN IDD to It II As a Lm Desp40-.r e."ItIr ue h sod may mD fre:ols e.n rota d ae yrdzvhed ery. _e resynsOnn, h. h esw :It s:e r se lif e. Its TDD mn Ttil.-r a :p ns apht hd' f do ndDrf Anthony T. Tom6a itIts,P.E. cd <xdais 1. . or plug six esT lilD d^u T«y,r.11e 0rxrsru'm a ey rtk {Slit eD jtt„a": htl Afulk, y. :, dl6 Ia is i;;de 3t-1. '1 qkr dhe iDD atl enhli s dui i ul Eir MA' t, sn;ryr. sh11d e& nsstll Maur:ndt 80083 IN Mall as:pt o(sf'ent eI x.n tee TOD W to. rrsnixs.1pLae.sdINklifiry(tn:rom sdtl•K-An. 11pn-stre Is TM raf s6(un.,d dhr pone: pAoe IN hut; ,e,pre-a:. Res toldNon 010r,lNrpn;i..ksp,.ey- of Tus Asa h;h;e,o!ess 4451 St. Lucie Blvd. e4emseidled lye.w.Me}ed rw r-nmfkdl pees lh«,ef. rae ties:r,.a:ryhi fACT AN In! al4.iper.eeT.e_ssfsi.x.atinaessear Dtiry, ule..x:rns nrmfefiaef Ktnl. Fort pierce, FL 34946 opyright*2016 ATRoof Trusses- Anthony 1. Tombo Ill, P.E. Reprodueio-i this domment, in any form, is prohibited without the written ptrmissiaa from A -I Roof Trusses Anthony f. Tombo 111, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 All A0001728 WRCSS1A Roof Special 3 1 Job Reference (optional) i Rucli Trusses, Fort Pierce, FL 34946, aeslgn@altruss.com Hun: 8.12U s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36*24 2018 Page 1 1O-0 6-1- I D: P42uXRd_Kj21 gP?afFS_28yAdrr-XFeiGdOD10_OUjQm? W CSUitln4sQb2fgtVe5iiQJazN 70b 61-0449 i 30-7- 8 3-11-12 -0 0 6 19 9 &- 0- 10, 15515--5-9-4 5-7-8 4-4-4 6--1 5x10 MT20HS= 5.00 F12 Zb 313 34 25 24 23 21 20 16 3x6 = 5x6 WB= 17 4x8 = 6x10 = 4x6 = 5x8 = 4x4 11 6x10 = 3x4 11 3x4 = 15 14 Dead Load Defl. = 5/ 8 in 131Z 14 6 3x6 = 7x8 4x8 = 30- 7- 8 34- 11-12 9-9-12 22- 0-0 28-10-4 3 -0 0 33-10-0 41-9-it 50-0-0 9-9-12 12- 2-5 6-10-4 111- 2 3-2-8 1-1- 2 6-9-15 8-2-5 Plate Offsets (X,Y)-- [ 2:0-0-0,0-0-4], [5:0-3-0,Edge], [10:0-3-0,Edge], 112:0-0-0,0-0-4], [14:0-3-8,Edge], 116:0-0-0,0-1-8), [18:0-3-0,0-3-4], [21:0-2-8,0-2-01, 22:0-3-8 0-3-01 [24:0-1-12 0-2-0] LOADING (psf) SPACING- 2- 0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.61 20 981 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 1.22 20 490 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.55 20 999 240 Weight: 303 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' B6,B3: 2x4 SP No.2 B7,B5: 2x4 SP No.3 WEBS 2x4 SP No. 3 `Except* W1005: 2x4 SP No. 2 OTHERS 2x4 SP No. 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. Except: 5-4-0 oc bracing: 7-23 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-24, 6-22, 14-18, 8-22, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 2077/0-8- 0 (min. 0-2-7) 12 = 2089/0-8- 0 (min. 0-2-7) Max Horz 2 = 175( LC 17) Max Uplift 2 = 498( LC 12) 12 = 491(LC 13) Max Grav 2 = 2077( LC 1) 12 = 2089(LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4566/2834, 3-4=-4270/2665, 4-5=-3344/2179, 5-6=-3271/2201, 6-7=-3011 /2012, 7-8=-3013/2012, 8-9=-4470/2900, 9-10=-4361/2740, 10-1 1=-4489/ 2717, 11-12=-4572/2750 BOTCHORD 2-26=-2469/ 4174, 26-33=-2006/3594, 33-34=-2006/3594, 25-34=-2006/3594, 24-25=-2006/3594, 23-24=-679/0, 23-35=-340/13, 21-35=-340/13, 22-36=-1543/3523, 19-36=-1543/3523, 19-37=-1711/3398, 18-37=-1711/3398, 12-14=-2380/4150, 22-23=0/300, 7-22=-1224/1968, 9-18=-311/367 WEBS 3-26=-412/ 462, 4-26=-261 /602, 4-24=-764/640, 6-22=-579/563, 14-18=-2286/4010, 11-18=-220/250, 11-14=-419/388, 8-22=-1093/866, 8-18=-832/1309, 22-24=-1251/3402 NOTES- 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= 16ft; 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 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 491 lb uplift at joint 12. LOAD CASE(S) Standard rsdry Pinu tlaaryllr mix+ tu "d1 iODf iiL ii3 i.RtEt ; 6EF;tt; i:tYS d CDrililCll e8S1GM.i rlR:l ;'rCNCBr CalEpi tux,. lerfii drsip: Pua Jxs ad led eases n Fds Less Drg Dnviat![: ari 14e tulnyi. Faro % P E. tdnue S!>ee urr ne. Ddes: uhr•ise add n dt IDD. na Nilex nnrot(at ldl flulhiDOla d'I { '' sDeSl yr:x' -Ia Eek., a d ND epesensnale»n:edlnPdandegee.- y sOilary.,n learnt Dxs:e¢ T. s 9x1 1,TDD I afxTkl. Nsmi p . Ndno, M 1tloY Amhony T. Tomba III, P.E. ed s dti li.,l 5r.tt ll 1 sl5e P gln,d':.e Jw de0 xrsea td n,ala 9e rd11 nD sit 5e:uteddlte lM n nl he lec Ex tat:al ra:l 1,qrnll alt. IDD d nfuli se do s : d nFml::ry mr,p,- hlldia ek ea snd a i yeti nd « 80083 Rr3hE.-ifse Mild na2(ara` aatg!a eH'u.:nelenq: lny ddxl iPDrD,: asef l uradz.rls®1 «il lies ttl tlu i(a km didtt*'i.::,nn ..KIrlr led.r T?f ad S6Gry.eL•ai :aktaJoat.,iP'.Ikee.'lrre.prns.a] esttb Caasd'A.1.rs.Dei.px,i es k!a .aginn taaL .s Yaade.:. eres 4451 St. Lucie Blvd.hTFI ollyrightC,2016AIRoofTrussesAnthonyT.Tnmbo1113.E.Repmdoeionefthndocument,inooyform,ispcobibiledaithoutthewritteopelmitiiontomA-IRoof Tlnsm- Anthony T.Tombo111,P.T. Fort Pierce, FL 34946 russ cuss ype ty y RYAN HOMES / SEASIDE v1A0001729obCSSIAAl2ARoofSpecial11 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. Wed Apr 25 17:36:25 2018 Pa gge 1 ID: P42uXRd_Kj21 gP?afFS_28yAd rr-?RC4Tz 1 sWJ6F5s?yYEjj PyK2a?NCPK?oKM RZrOZN70a 1-Or0 6-10-4 1 12-11-5 19-2-12 1 24-4-0 25-8r0 30-7-8 1 34-11-121 41-9-11 1 50-0-0 5j-Q-0 1-0-0 6-10-4 6-1-1 6-3-8 5-1 -4 4-11-8 4-4-4 6-9-15 8-2-5 1-0-0 5.00 12 5x6 = 5x6 = 27 34 3526 25 24 2221 -- loo7 16 3x6 = 5x6 WB= 8x14 = 3x4 11 18 3x6 = 4x8 = 6x10 = 5x8 = 500 MT20HSII 3x4 = 5x6 II Dead Load Defl. = 11/16 in en 0 04 419 0 15 7x8 = 4x8 = 1 9-9-12 1 18-10-15 1 24-4-0 30-7-8 34-11-12 1 28-10-4 30-0433-10-01 1 41-9-11 I _ 50-0-0 9-9-12 9-1-3 4-6-4 1-1- 3-2-8111- 2 6-.15 I 8-2-5 1 0-7-8 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-3-0,Edge], [7:0-3-0,0-2-4], 8:0-3-0,0-2-4], [11:0-3-0,Edge], [13:0-0-0,0-0-4], [15:0-3-8,Edge], [17:0-0-0,0-1-8], 19:04-0 Edge] [22:0-3-8 Edge] [23:0-64 0-4-0] [25:0-1-12 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) -0.70 21 854 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.38 21 435 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.29 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.54 21 999 240 Weight: 315 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except* B6: 2x4 SP No.2 B7,135,133: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1106: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. Except: 7-1-0 oc bracing: 7-24 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 4-25, 15-19, 9-23, 9-19, 6-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2077/0-8-0 (min.0-2-7) 13 = 208910-8-0 (min.0-2-7) Max Horz 2 = 171(LC 17) Max Uplift 2 = 493(LC 12) 13 = 487(LC 13) Max Grav 2 = 2077(LC 1) 13 = 2089(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4566/2825, 3-4=-4270/2656, 4-5=-3342/2170, 5-6=-3269/2192, 6-7=-3108/2059, 8-9=-2928/1945, 9-10=-4479/2891, 10-11=4365/2729, 11-12=-4493/2705, 12-13=4572/2741, BOT CHORD 2-27=-2461/4174, 27-34=-1998/3594, 34-35=-1998/3594, 26-35=-1998/3594, 25-26=-1998/3594, 24-25=-786/0, 24-36=-353/19, 22-36=-353/19, 23-37=-1527/3544, 20-37=-1527/3544, 20-38=-1700/3393,19-38=-1700/3393, 13-15=-2372/4150, 10-19=-318/375, 23-24=0/296, 7-23=-632/1016 WEBS 3-27=-411 /461, 4-27=-259/603, 4-25=-769/643,15-19=-2268/4029, 12-19=-209/253, 12-15=-422/385, 9-23=-1 116/865, 9-19=-834/1330, 8-23=-578/974,23-25=-1231/3529, 6-23=-468/516 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 lb uplift at joint 2 and 487 lb uplift at joint 13. nW-4 Ninse tl Idr r.!rt-rfk'A I IDcr Ittti3"ifttfr" 9N91t[ERRS d Ttorllcks(R10M.ItI ;EJch'FJW'.eMEN-In"Vero 10" I. -Ins en1n Aedr, n1%lessl:r a.iytR'.;eri 0.AeBuf1 lexW:IE.Idr..askw;e'irens udest;fw'm sldel eatle IDD. se!y Rlkx;nermpei sW ed fir rh EDD lax dl dsa D 'p fq-.k -<e:' Ne fq—e to ul IDD ,pads ee urtr.—d ikp om'noq e 'n .qni 1di v1A les4' Rh s: 7e Ems nd iDD Wt. oft TN. Th,nsp n pr I m, dIn seildlllh Anthony T. Tombo IIT, P.E. d edm, Ems 4.mttilln' I' It'blitr d lh ls,mr Ile orxiseol n pd a: th 61 eD n ., 'x uhd dlk 'o i' Ift,dd t el 'yrk-I le ry;- s dd M ,l n.l Ids dtoe nst ui ro1e':q snrq a e hllde ke es and I eprsis'.hd < 80083 rhr[. 3Des:preue[tt'u'a:.•.xesso thtDIDW1. pod- .lpilesddutxq(?..selmiseref iLf,pb,ke."InWsul.nt:r,`np 1;.4 Irih'n,3a,e.pnia:.tesW.t1-diI"skiyeerla.k.:¢u'xnmlfn.,Nsade^.«nx:ns .=.gStSt. Lucie Blvd. Fk,.nuldies 1p®:egrm oiled mn ewfigip dl per.n inerei Le he. a.ej mn ,NCt e6r lap.e„m,rt lets Sys'n =ghee e!np i.il9q. All rent a. i.m me m hudhnl I. Fort Pierce, FL 34946 opf ilhI C 2016 A 1 Rool busses-Amkony 1.lombo III, .I. Reproduction of this document, in not form, is prohibited wilheul the written Irt missinn from A -I Roof Tfosses - Anthony T. combo llt, R.t. o fuss cuss ype ty11Py HOMES /SEASIDE v1 A0001730 WRCSSIA A13A Hip 1 RYAN 1 Job Reference (optional) f Roof f fusses, For! Pierce, rIL 34946, Oesign@a! truss.fAm Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36.26 2018 Page 1 ID: P42uXRd_Kj21 gP?afFS_28yAdrr-TemThJ2UHd E6jOa96xEyyAtCgPjT8n8xYOB W OTzN70Z j-Of0 7-10-9 , 14-11-13 22-4-0 27-8-0 34-11-12 41-9-11 50-0-0 51- 0 1'- 0-0 7-10-9 7-1-5 7-4-3 5-4-0 7-3-12 6-9-15 8-2-5 1-0 5. 00 12 5x8 = LJ Ju LL J1 3x6 = 5x10 MT20HS= 4x8 = 21 6x8 = 5x8 = 20 19 5x10 = 3x4 II Dead Load Deft. = 1/2 in 16 15 14 13 3x6 = 7x8 = 4x8 = 7x10 MT20HS= 3x4 = 34- 11-12 11- 4-2 22-4-0 27-8-0 30-0-0 33-10-0 41-9-11 50-0-0 11- 4-2 10-11-14 5-4-0 2-4-0 3-10-0 1-1- 2 6-9-15 8-2-5 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-5-12,0-2-8], 7:0-4-0,0-1-8], [9:0-3-0,Edge], [11:0-0-0,0-0-4], [13:0-3-8,Edge], [15:0-0-0,0-1-8], 17: 0-6-12 Edge], [18:0-4-0 0-2-12] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) 0.53 21-23 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 1.06 21-23 567 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.46 16 999 240 Weight: 289 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B5: 2x4 SP No.2, B3,136: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W8, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10- 0-0 oc bracing: 18-20, 15-17 WEBS 1 Row at midpt 5- 21, 8-18, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2088/0-8-0 (min.0-2-7) 11 = 2104/0-8-0 (min. 0-2-8) Max Horz 2 = 157(LC 12) Max Uplift 2 = 473(LC 12) 11 = 465(LC 13) Max Grav 2 = 2088(LC 1) 11 = 2104(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4523/2744, 3-4=-4172/2519, 4- 5=-4022/2544, 5-6=-3055/1973, 6- 7=-3071/2041, 7-8=-3413/2120, 8- 9=-4407/2695, 9-1 0=-4549/267 1, 10- 11=-4604/2689 BOT CHORD 2- 23=-2373/4128, 23-30=-1828/3441, 22- 30=-1828/3441, 22-31=-1828/3441, BOT CHORD 2- 23=-2373/4128, 23-30=-1828/3441, 22- 30=-1828/3441,22-31=-1828/3441, 21- 31=-1828/3441,17-18=-2133/4159, 11- 13=-2322/4179, 7-18=-471/920, 8- 17=-323/800 WEBS 3- 23=-483/538, 5-23=-303/711, 5- 21=-931/791, 6-21 =-1 99/382, 8- 18=-1341/941, 10-13=-421/378, 13- 17=-2202/3973, 6-18=-261/753, 18- 21 =-1 133/2762 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 465 lb uplift at joint 11. LOAD CASE(S) Standard dq- Rasena ytJrmie+tk'A1 iJG'0 SBi itatnui,A(Ifegd()F:iPCr'(1si0x;"p1d';:;iACBi.e';dEX'lan. ie i M;i taaadm ad red ed+satd,ire<s8r.xAr.fat etC. ae toldlxl1.i;a:ia rt,I.Etdaeae Uxf i-e'a rr.. udessdkshe skid er ne ion, az wtex aee dta ld.Hoel hr net)Drox d'14 eE asteE pxan tsz N,eda •;.n sd /a6 et weds asd edneFd ssind !e a wasidlnrin Inu tk s:o$et. si i:s-IxneU 1. da teFt &c-y p .Id. do tildary Anthony T. Tombo 117, P.E. ea! dh:Ns' fir dl'Ire'larst !'fBrd'k7, the0'arsemmsxKna:tetallie0 t #.xfddtelR`-(afnel tN, .dear#-1.1 ti`nedtieUp.1 rfiellsedherst':I akd.q ¢:qr.f htldire eki shlfa F,i:.hd 80083 Ik r:2 1':P!im Ua^de x. - o..e ne IDD M tie pml .1 toW sift Wkt(.FmSdeht rail t(I.tdsked»rn rt MSSa -.deriW F—I pia—Ie tims1.,I d: .rrw,x! tes x.esdY 1.s. [ni tra,l K, )e:g.apaaa2 rf .,Mmt,n..r:aess d-wise ldird lya.rd•at aped ewe xrhq lr ill tra.x iawrei lie 44515t. Lucie Blvd. txss r'a.atear slli etaf tat e,.tw,xi. stti.x .arearrmJ a+nBy. ui ra,. r>E h;os ue as ad' eaatnL tort Pierce, FLBlvd. opyoi9hf of20E6AdRoalGassesAnthony1. Tanabe IIh P.E. hpmdudion of this dommev, in any farm is probiblted v+ithoin the written permission ham A-E Roof lmsses-Anthany 1. inmhoill, P.J. o russTruss Type ty y RYAN HOMES / SEASIDE vt A0001731 WRCSSIA A14A Hip i 1 Job Reference (optional) At Roof 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. Wed Apr 25 17:36:27 2018 Pagge 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-xgJruf362xMzLA9LgflBVNPJAo2CtFc4ngw4wvzN70Y 1-O 0 6-8 8 13-6-11 20-4-0 25-0-0 1 29-8-0 1 34-11-12 1 41-9-11 50-0-0 5 0 11-0 6-5-8 6-10-3 6-9-5 4-8-04-8-05-3-12 6-9-15 s 8-2-5 1'-01-05x6 = 5. 00 12 3x6 = 5x6 = Dead Load Deft. = 7/16 in 24 31 2332 22 21 20 1 16 1b 14 4x8 — 3x6 = 5x6 WB= 6x12 —_ 5x10 — 3x4 — 3x6 = 7x8 — 4x8 = 5x6 11 7x10 MT20HS= 30- 0-0 34-11-12 1 10-10-13 1 20-4-0 122-4-q 27-8-0 ,29-8-q 1 33-10-0 1 1 41-9-11 1 50-0-0 1 10- 10-13 9-5-3 2-0-0 5-4-0 2 003-1n 0-0 1L1 2 6-9-15 8-2-5 0- 4-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-1-12], 10:0-3-0,Edge], [12:0-0-0,0-0-4], 14:0-3-8,Edge], [16:0-0-0,0-1-8], 18: 0-6-12 Edge] [19:0-4-0 0-2-12] [21:0-3-0 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 1.25 TC 1.00 Vert(LL) -0.41 22-24 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.83 22-24 722 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.48 17 999 240 Weight: 208 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` 135: 2x4 SP No.2, B3,136: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` W6, W10: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. Except: 2- 2-0 oc bracing: 19-21 10- 0-0 oc bracing: 16-18 WEBS 1 Row at midpt 5- 22, 9-19, 7-22, 19-22, 7-19, 14-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance With Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2071/0-8-0 (min.0-2-7) 12 = 2081/0-8-0 (min.0-2-7) Max Horz 2 = 144(LC 16) Max Uplift 2 =- 465(LC 12) 12 =- 460(LC 13) Max Grav 2 = 2071(LC 1) 12 = 2081(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4553/2809, 3-4=-4156/2517, 4- 5=-4077/2533, 5-6=-3196/2063, 6- 7=-2887/1989, 7-8=-3250/2162, 8- 9=-3583/2274, 9-10=-4381/2693, 10- 11=-4468/2669, 11-12=-4551/2698 BOT CHORD 2- 24=-2450/4168, 24-31=-1923/3541, BOT CHORD 2- 24=-2450/4168,24-31=-1923/3541, 31- 32=-1923/3541, 23-32=-1923/3541, 22- 23=-1923/3541,21-22=-64/304, 18- 19=-2114/4067, 15-16=-123/264, 14- 15=-123/264,12-14=-2331/4130, 8- 19=-612/1080,9-18=-346/767 WEBS 3- 24=483/528, 5-24=-207/595, 5- 22=-870/727, 6-22=-485/881, 9- 19=-1147/799, 11-14=-413/384, 7- 22=-676/328,19-22=-1469/2876, 7- 19=-78/342, 14-18=-2233/3909 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL= S.Opsf; h=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2 and 460 lb uplift at joint 12. LOAD CASE(S) Standard 6Rdry Ilnse tlwtydy rteile tua'Al i7G=i3'7iid' ltEl"f 6yR;lR(idlNSa(Xi9il[RS(ISi Mi lt1Ei jI.tRXefitr?ukX^Iwa.re:ily drip lem:ltrsa,lrNd Ills ntms1 ls;Des!p Dlnig;i(;:triIfrt AdluyL icaAAi I,rL More.,staffh4,e,E. udef^-tw'ise ddel t1Ae iDD,sa1y IIIiEYo, w.l,f:-AAF.',Id111rQt IDDIAAt.I r. 1l41frtSDPS1lA(IlIFSHtI sN Hr1pwE+l sdNpr lDD lpt tdf 1. f(SfdC#:EdlN lydets lld lMAN! plf blot hiK C!`fkE t.FI 5[p':'i.l le df iDD M III -I. tR Ie ASS ,rIt tdrl(1 em .SrDNIr, An'llOn)'T. TOmi)O HT, P.E. 2 sednsi, R kilill-tlkr spw !'IX.d`x9.n.Newalf.Sx H y:MrlM1061onm .k a''>nddl4let,s 3t1111,It bun ,1 KI.1 qpn dihSTDDndayNil f dne andue. k'A!i.lsl :gf stud' lh n..lo] 1! -latiY:tr11 ;: $0083 Re! -:.;hf:rnas ( oc,N!.Ail ..,,s w W Me1DOWMp hus®dpedNs 0tkt:lbgwrltnSony lrrndi 1(Sipdske ifnadstfl .,eld,sd%f M. !aaac IN sil:l.pemA:nesee.'u.>:0li.1; rsDesiplr.in,De;Fap:xeradNis Mzndt:.v w11,s 4451 $t. Lucie Blvd. fte++iu ddlurtly< tx:rdtprd llu it rnfiq Ar of puffs it 5d. Inl1- a wql 4.,ii XL1'k Wal 5e per, x Tl.s Syti.,;V-ray 0,164. All cask'. aas alr AW1 a TPfl- Fart Pierce, FL 34946 CoprTiyht (fl YUld A-1 Roaf tresses Anthanyl.Tombo IILP.E. hitfodoction of this document, in cry farm, it prohibited without the written permission from A-1 Roof Tresses- Anthony T. inmho fit, P.I. 0 0 6-0-6 12-9-11 19-0-0 23-9-1324 5 13 31-8-0 35-0-0 41-9-11 50-0-0 5 -0 0 1-0- 6-6-6 6-3-4 6-2-5 4-9-13 0.&0 4-7 2-9-12 3-4-0 6-9-11 8-2-5 1- 5x8 = 5.00 12 5x6 = 5x8 II 3x4 11 5x8 II 27 34 35 26 25 36 24 31 2322 38 20 18'17 4x6 = 3x6 = 4x6 = 3x8 = 4x8 = 5x12 = 15x6 II 3x6 = 3x4 II 5x12 = 41 Dead Load Defl. = 3/16 in 16 4x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.20 25-27 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.42 25-27 990 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 27-30 999 240 Weight: 317 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 B6,B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-3-0 oc bracing: 18-20 10-0-0 oc bracing: 21-23 WEBS 1 Row at midpt 5-25, 10-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1308/0-8-0 (min.0-1-9) 18 = 2564/0-3-8 (min. 0-3-0) 14 = 295/0-8-0 (min.0-1-8) Max Horz 2 = 135(LC 12) Max Uplift 2 = 339(LC 12) 18 = 488(LC 8) 14 = 153(LC 13) Max Grav 2 = 1323(LC 23) 18 = 2564(LC 1) 14 = 378(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1638, 3-4=-2354/1437, 4-5=-2221/1450, 5-6=-1391/965, 6-7=-1214/961, 7-8=-994/834, 8-9=-482/446, 9-10=4811443, 10-11=-390/1097, 11-12=-539/1147, 12-13=-554/1005,13-14=-183/418 BOT CHORD 2-27=-1367/2423, 27-34=-888/1815, 34-35=-888/1815, 26-35=-888/1815, 25-26=-888/1815, 25-36=-206/931, 36-37=-206/931,24-37=-206/931, 21-38=-211/424, 38-39=-211/424, 20-39=-211/424,14-16=-351/165, 18-20=-2495/1546,11-20=-317/381 WEBS 3-27=-417/468, 5-27=-251 /612, 5-25=-793/674, 6-25=-63/268, 7-25=-338/577, 7-24=-286/123, 13-16=0/351, 10-21=-740/1353, 10-20=-1992/1056,21-24=-186/924, 8-21=-813/577, 16-20=-306/162, 13-20=-976/768 NOTES- 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=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2, 488 lb uplift at joint 18 and 153 lb uplift at joint 14. LOAD CASE(S) Standard et•dyn-'A ed,a,iPrx:Icicrnsls.afro("K.WINS9 011,110Sranok,x691";ieca•:.aM[hrt—hand";iclenladn3venAFA?,.WIt's tlFh erf;l.nkdwf.l h ff. in, "Us'PFU.i:tud4n6,IDD,.I uT t mF."s 01 fvfit 13D1,0 I't /, n DOI, P Br[ntcet n. dnmIDDr,psed,vor. Fn:ea1 t'pl.sindlce P. q !,p-kdm '.,r Wft, :nPs:t 1 s fi#imt.4,Tnnnll,Wet PH. r r. .-Ows. u nn-emlmq An`heny T. Tem6a iI?, P.E. d Pl:SI: Ff `t, t'€Ftf Se bird^t dz"lPf F'?k NPekt Yiht ltltlF at3t ';A h:lllld dNW.':'r W tWr lk'ft':emd rK1, 1'gvIli dl&'aa n.Ft lF hiSt 06P .S. ii :1,6q tt3d'.y fwp M4101F ws,1. A0-ry t{ms.e'h It Z 30083 Itee t K, 31l SP!14(WIW. s n So.::, de Toa Wr tad mept4ls9n kJon Wpunm SiOn'tW R Ksr,P&M ITAA SNl rct rd-w 1.pnt pe c INh*.2e espm:i fin W &ns Vta lrl,s at;ipr,T - 1e r, fq.. M1,,!, a: 4F, lP,—s; 451 5t. Lucie Blvd. etFx It ed, mt 11 tFub it vMy ly dltlris Ttt Nsl .>p.yFort Pierce, FL 34946 Copyri;ht $1 PDIE A-1 kcat i:usses Anthony T. Tombo 111, P.E. Reprodudion of skis document, in any form, is prubibiled witfrcul tht+finen permission f:omA-1 Roof Times- Aorhony T. Tomboili, P.E. Job Truss Truss Type Qty y RYAN HOMES / SEASIDE v1 A0001733 WRCSSIA A16A Roof Special 1 IF Reference (optional) At Roof 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. Wed Apr 25 17,36*29 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-tCRbJ L4MZYcga UJkn4ofaoVfkckKL70N F_PA_ozN 70W 1-Or0 8-0-13 17-0-0 1 25-9-13 26r5r13 33-8-0 T-010 41-9-11 50-0-0 511-Q-0 1-0 0 8-6-13 8-5-3 8-9-13 018-0 7-2-3 -4 6-9-11 8-2 5.00 12 5x6 = 5x6 = 5x8 -- 5x8 // 3x4 11 Dead Load Defl. = 114 in 0 3t21a 19 6 Zo L4 LJ ZI 17 10 14 4x6 — 2x4 11 3x6 = 2x4 11 3x6 = 4x6 = 4x6 = 504 = 3x4 = 3x8 MT20HSII 3x4 11 5x12 = 5x10 = 8-6-13 17-0-0 26-5-13 30-0-0 33-10-036-0r0 41-9-11 50-0-0 8-6-13 8-5-3 9-5 13 3 6-3 3-10-0 -2 6-9-11 Plate Offsets (X,Y)-- 5:0-3-0,0-2-4],[6:04-0 0-2-2],[21:0-0-8,0-1-81 [22:04-0,0-2-8],[24:0-6-12 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.17 26-29 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.39 26-29 999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.06 16 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.23 26-29 999 240 Weight: 296 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B6,134: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-1-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-24, 8-22, 8-18, 6-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1289/0-8-0 (min.0-1-8) 16 = 2627/0-3-8 (min. 0-3-2) 12 = 251/0-8-0 (min.0-1-8) Max Horz 2 = 122(LC 12) Max Uplift 2 = 331(LC 12) 16 = 512(LC 9) 12 = 155(LC 13) Max Grav 2 = 1289(LC 1) 16 = 2627(LC 1) 12 = 329(LC 24) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2501/1547, 3-4=-155311008, 4-5=-1447/1037, 5-6=-1337/1051, 6-7=-803/674, 7-8=-765/632, 8-9=-409/1224, 9-10=-524/1278, 10-11=-539/1137,11-12=-74/456 BOT CHORD 2-26=-1256/2257, 25-26=-1256/2257, 24-25=-1256/2257, 19-22=-618/743, BOT CHORD 2-26=-1256/2257, 25-26=-1256/2257, 24-25=-1256/2257, 19-22=-618/743, 19-33=-678/649, 33-34=-678/649, 18-34=-678/649, 12-14=-386/152, 16-18=-2559/1524,9-18=-226/292 WEBS 3-26=0/363, 3-24=-999f796, 5-24=0/259, 22-23=0/422, 7-22=-431/382, 11-18=-994/765, 11-14=0/366,8-22=-997/1894, 8-18=-1985/1037, 6-24=-421/652, 14-18=-331/89,22-24=-122/871, 6-22=-683/373 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ib uplift at joint 2, 512 lb uplift at joint 16 and 155 lb uplift at joint 12. LOAD CASE(S) Weary tlNutivnydrrseiea N'AI IDC- MliZi"ER , REWL RINSofDN;dllEnMUM, "lilj!.:ACWUiAW1—UrAt Inp prod els ab reaedn Nil!vssi'sF5.iq;ffs";vp lke Ad1uyI.I.hP,1E_Ma:.ar4tt!hsh!rae. Udes: etle;vfse Adel wk,IDD,ay flJTrx oxevey n.itAl,.rlN, nt I)o, ur ro1,1. 4ee,rxs Desilr fro— ir.a, s,tun+8dna.'z •vin M TDD-rea"edu ph"ind 'qilnriq !,p iilqpr tk lssc . rN'14" I. s v imt v At TDD nlr, Ma TR1.4 vS,p -0 la.p nn saohliy Anthony T. Tomi]a lli, P.E. ed ednsT 4aedllYv isthlespr=itilA.dlk]'rre1&Owtts:vma.dvp:4r!lk edlfin Dngree,aEx:xRddtie lt;, e :. red nel xknrly 3tk:I. leryg dlk DD nimhle dheTnss uJ Eiu l.et.q.sarry st llp ekn:s:,ad is rae•yns hd 80083 14 itey Or, :eavfuo<rtm.d:N'swa'*rkIDDmilatxn.1ptfl-0ft4.109 feftst"te.nmarcTpthwbiT1MSKA.';M xe11p 1p:r .tplarr.+•.r.N.r,nrsssa:s.+IseOnpv;Trs.e1foss Asaar.,e.-s :;g51St. Lucie Blvd. r3eriu Idled ry e' ed al axed a v . wrm.1ly dl W.1. m, sA T.e Ines Do..agFort Pierce, FL 34946 opyri;hl CL12016 A I koof Lussts- Anthony 1. Tombo III, P.E. kepmduoian of this dasament, in any form, is prohibited without lht wrinee ptimission from A -I Roof Trusses- Anthony T. Tombo 001 Job Truss Truss Type Qty Ply HOMES / SEASIDE v1 A0001734 WRCSSIA A17A Roof Special 1 RYAN 1 Job Reference (optional) nr 1— nuaa vie rror , " _ earyno_e nrU.—", Run: a. r[u s NOV 1 u I / rnnr O. I CU s NOV lz Lul / Mil ID:P42uXRd KI21aP?afFS 28vAdrr-tCRbJL4N Apr 25 17:36:29 2018 Page 1 cmVL7DNF PA ozN70W 20-8-11 27-9-13 28r5r13 35-8-0 41 5-8-11 7-1-2 0-8-0 7-2-3 6- 5.00 12 5x8 = 5x6 = 3x6 I 3x8 = 5x6 = 3x6 = Dead Load Dell. = 3/16 in 26 25L4 33 23 22 11 1819 17 16 15 4x6 — 2x4 II 3x6 = 4x6 = 5x12 = 5x12 = 3x6 = 4x6 — 4x6 = 3x8 = 3x4 II 3x8 MT20HSII 35-0-0 7-4-10 15-0-0 20-8-11 27-9-13 30-0-0 33-10-0 11 8 41-9-11 50-0-0 7-4-10 7-7-6 5-8-11 7-1-2 2-2-3 3-10-0 1- 6-111 0-0-8 Plate Offsets (X,Y)--[4:0-3-0,Edge],[5:0-3-0,0-241,[7:0-3-0 0-2-4][10:0-3-0 0-2-4) 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) 0.13 25-26 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.31 25-26 999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.08 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 26-29 999 240 Weight: 290 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3,136: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. Except: 3-0-0 oc bracing: 17-19 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 3-25, 8-19, 6-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1295/0-8-0 (min.0-1-9) 17 = 263810-3-8 (min. 0-3-2) 13 = 256/0-8-0 (min. 0-1-8) Max Horz 2 = 108(LC 12) Max Uplift 2 = 312(LC 12) 17 = 576(LC 8) 13 = 169(LC 13) Max Grav 2 = 1302(LC 23) 17 = 2638(LC 1) 13 = 320(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2622/1566, 3-4=-1774/1082, 4-5=-1676/1109, 5-6=-155311110, 6-7=-728/540, 7-8=-782/558, 8-9=-460/1124, 9-10=451/1111, 10-11=-562/1238, 11-12=-577/1146, 12-13=-104/604 BOT CHORD 2-26=-1293/2379, 25-26=-1293/2379, BOT CHORD 2-26=-1293/2379, 25-26=-1293/2379, 24-25=-541/1402,24-33=-541/1402, 23-33=-541/1402, 19-20=-18/592, 13-15=-523/178,17-19=-2570/1516, 9-19=-868/599 WEBS 3-26=0/325, 3-25=-897/712, 5-25=-83/376, 8-19=-2121/1150, 12-19=-1006/778, 12-15=0/354, 8-20=-354/889, 6-20=-862/593, 15-19=-445/146, 20-23=-513/1356 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 2, 576 lb uplift at joint 17 and 169 lb uplift at joint 13. LOAD CASE(S) Standard Zt% cury-flee;e tlualH!re!ir«tk'dI 13UW'59 iEtlE1"t Gp-tlt TES &041111ns C'Jciulti otTl, .41Cf ;MEM.I r, ivDr leap tetadtn eM rt<.Mn ta.ires4Je prJ r.iy f.t!i tk lrlwrl l.xk u, tE.ldueue'k t ki•e n! Ildrse stkrviu:lele/te dt iPP, ay lot's —Mn Fe3 !% ,tl hr rkl)D to dii fseirns Desip(ogee!r tp IrrE da a d O]moup—, ;ta.rda rd 411W :rE•'e sla tlm is ae lFSaElkrsFj 1. s'datle EDD ItaM I'll. Ekn sp p laa [)(udn adiXry Anrhony T. Tornbo H!, P.E, a dust;!4 }f114p,th esla Hlil.IWe)v IkDxati;evro a ySClkrwlfaDsla ..rnf tdrrlY,i..(alh I(1 i :plea (KI l R a dlk DUeNee.M1ell S d6 . S41e.16alSd'g.49EryE.11'llldlit nkl • nW: l epos'.; hd :: saos3IkEletDes.gsa eMC(e^ee+o r`.ae emr arkTODaadRaspxrre 1pnhh sdth WIWI(e tanWoylammellr B(J:rHskiMltleM 6(Yer.dv: l5rpt al^+idn( )f IaM1a.4e t•prno_tiesa.as..sff..l. s.[ksiper,1k-' upsnair 4,Manla:±etr,arcs 44515t. 008Luci? Blvd. eitrnuldioEi lya a9.M epeN ewe erraeq s*dltr.:ts erc!ti Eae Tres,C p.ryionr ,lei N W.J t,.pu, nl ssir.x-y earrar a•il9y. ill (a .v a.as ut a4ietalia iq l. Coppighli02016A] Roof Cusses - Anthony T.TomboIll,P.E. Reproduction of this do(ument,inanyform, is prohibitedwilhaulthe writtenpermission fiamA-IRoof Trusses AotheovT.Tnm6oIII,P.I. Fort Pierce, FL 34946 Job Truss I cuss I ype Qty y RYAN HOMES / SEASIDE v1 A0001735 WRCSSIA A18A Roof Special 1 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:30 2018 Page i ID:P42uXRd_Kj2lgP?afFS_28yAdrr-LP?zWh5_KskXCeuwLnJu60lrwO5Q4bYXTe9kXEzN70V 30-5-13 1 7-7-12 13-0-0 22-0-0 27-6-0 9-9-1 35-0-0 37-8-0 43-2-8 50-0-0 51-0 0 0- 7-7-12 5-4-5 9-0.0 5-6-0 2-3-13 4-0-3 2-8-0 5-6-8 fr9-8 0-8-0 Dead Load Defl. = 1/4 in 5x8 = 5x8 = 3x6 = 3x6 = 3x4 11 5x6 = 3x4 11 5x8 = 5.00 12 d 5 c 7 a 29 28 27 26 25 23 22 19 20 18 17 16 15 2x4 11 3x6 = 5x8 = 6x10 = 2x4 11 4x6 = 3x6 = 3x4 I 3x8 MT20HS11 3x6 = 4x6 = 3x4 11 502 = 3x8 = 3x4 II Plate Offsets (X Y)-- 4:0-5-12 0-2-8) [8:0-3-0 0-2-4][11:0-5-12,0-2-8j,[24:0-3-0,0-3-Oj LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.18 26-28 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.42 26-28 990 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.07 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 29-33 999 240 Weight: 286 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP N0.2 'Except* B3,B7,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. Except: 2-11-0 oc bracing: 18-20 WEBS 1 Row at midpt 4-26, 9-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1263/0-8-0 (min.0-1-8) 18 = 271310-3-8 (min.0-3-3) 13 = 190/0-8-0 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 2 = 298(LC 12) 18 = 631(LC 8) 13 = 157(LC 13) Max Grav 2 = 1277(LC 23) 18 = 2713(LC 1) 13 = 244(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2517/1490, 3-4=-1896/1190, 4-5=-1451/1010, 5-6=-731/494, 6-7=-731/494,7-8=-733/490, 8-9=-735/491, 9-10=-753/1634, 10-11=-753/1636, 11-12=-379/993, 12-13=-108/640 BOT CHORD BOT CHORD 2-29=-1209/2258, 28-29=-1209/2258, 27-28=-751/1699, 26-27=-751/1699, 21-24=-145/394, 20-21=-209/315, 16-17=-561/167, 15-16=-561/167, 13-15=-561/167, 18-20=-2672/1508, 10-20=-296/233 WEBS 3-29=0/259, 3-28=-663/544, 4-28=-189/536, 4-26=-339/182, 24-26=-480/1499, 11-20=-1461/917, 9-20=-2025/1137, 24-30=-657/1365, 9-30=-654/1397, 5-24=-962/667, 11-17=-443/692, 17-20=-827/685, 12-17=-733/569, 12-15=0/288 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 2, 631 lb uplift at joint 18 and 157 lb uplift at joint 13. LOAD CASE(S) Ztt^ Umn fleet Aw,gl .tu'AI ME'TiritSSILM),GENII, U195 1044TINS U9AC137T;A1fC3 W17Ix:sle:df hNp gueadeneol-4adesxtii,l!e!:)pJ-gfrv; en not Adk+rl isaa+... fE Id— 4»R'+.e es. gds!dl.indN to tle TIED, sir tateeamenm pvi stAl, a cdIt, the Tla t+ x nn. L+ 1—Wp hpee: <.ge:idq is xx;nemd++w. T6anpeseds a+ecapumedMFrd=ssmdea:aergrsfasl lip a. ne lfsp+: htserfin!sl•j tlx!le ibDWk ++da 1?tl .t+r.spxvnpit I++[ey u+dnnx!,"HoIdtf Anthony T. Tomho H!, P.E. rf+sedsisr 4 t'If eg !Ite F nillh d-, N.". @e Cvmrse xi it gem+: Ike t II iiD"El ,n5e tnd be III, ar': xIt f'q ste ,i MI Th qp. .dti, 00 -4 orl II 'a dhe Tnss, IdulW g hrq - htler +xot un !d E, In. .p-aiA nd w 80083 nt,eeg7es tew es.e. ,stx;,ntooerlxp a!wlyw+sdneo-uagL p msdm i+n mperse;rr /TUA1?:dY%f9dgNelpl _7FIff.t?,t.rF0.4:nf!E3a...5e1.15!oupx,IK,tt:p,ugcnaarl+.tnrm+nl,eer. 4451 St. Lucie Blvd. enu+nsefdntitr+.ed• ud rgrd awhrrthq lr dlfM'fs cref. the Tr+ saFglxel sett Me r+i.fag Cfiper.xia.sSys.s_gheerdar h.tlSnl. All!a:w Alfa ms me as leYme/i+Ifll. Fort Pierce, FL 34946 Copyright 02016AIlodbusses-AnthonyT. TomboIll,P.E. Replodudianofthisdocument,inomyform,isprohibitedwithoutthewriflenpermissionfromA-1RoofTrusses-Anthony1.TombsIll,Rd. Job I rus5 I russ I ype ty y RYAN HOMES / SEASIDE vt A0001736 WRCSSIA A19A Roof Special 1 1 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. Wed Apr 25 17*36,32 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-In7kxM6FsT_FRxl JTCLMCR7C3ppkYUPgxyerb6zN70T 35-0-0 0 6-10-1 11-0-0 20-0-0 27-6-0 31-9-13 32 5 13 39-8-0 42-3-12 50-0-0 5100 0- 6-10-1 4-1-15 9-0-0 71r0 4-3-13 0-8-02-fr3 4-8-0 2-7-12 7-8-4 5x6 = 5x8 = 5.00 12 3x8 = 3x6 = 3x4 11 5x6 = 3x4 11 5x8 = A G _ 7 ee 24 « 21 18 11 16 ro 4x6 = 3x8 = 3x6 = 5x6 = 500 = 5x12 = 3x4 11 3x6 = 3x8 MT20HSII 4x8 = 33-10-0 Dead Load Defl. = 3/8 in 4x6 = Plate Offsets (X,Y)-- [4:0-3-0,0-2-41, [8:0-3-0 0-2-4] [11:0-5-12,0-2-81f 17:0-3-8,Edgej, [20:0-3-4,0-2-12] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) 0.28 25-29 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.63 25-29 662 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 25-29 999 240 Weight: 271 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 131: 2x4 SP M 30 B3, B6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-4 oc bracing. Except: 2- 10-0 oc bracing: 17-19 10- 0-0 oc bracing: 20-22 WEBS 1 Row at midpt 5- 25, 5-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1281/0-8-0 (min. 0-1-8) 17 = 2692/0-3-8 (min.0-3-3) 13 = 220/0-8-0 (min. 0-1-8) Max Horz 2 = 81(LC 12) Max Uplift 2 = 304(LC 8) 17 = 647(LC 8) 13 = 159(LC 13) Max Grav 2 = 1288(LC 23) 17 = 2692(LC 1) 13 = 256(LC 24) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2511/1530, 3-4=-2149/1293, 4- 5=-1946/1250, 5-6=-1008/637, 6- 7=-1008/637, 7-8=-1008/626, 8- 9=-962/599, 9-10=-907/1895, BOT CHORD 2- 25=-1259/2281, 24-25=-911/1953, 23- 24=-911/1953, 19-20=-881/672, 13- 15=-564/180,20-22=0/253, 7- 20=-305/296, 17-19=-2679/1483, 10- 19=-373/298 WEBS 3- 25=-413/441,4-25=-159/524, 5- 20=-1073/700, 20-26=-1117/2201, 9- 26=-1179/2313, 11-19=-1633/932, 11 - 1 5=-388/645, 12-15=-445/457, 9- 19=-1688/953, 20-23=-855/1868, 15- 19=-516/436 NOTES- 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=16ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 2, 647 lb uplift at joint 17 and 159 lb uplift at joint 13. LOAD CASE(S) Standard Umq In— rk... yr>•ir* th'1I 13V I'VISES gI11111W;t1l TIN &01,N11ch"i(JET5K i11IT""!"RIi^igirl I-. Ter ill te.ip idYatl r. ed rzsi V?,so sTress3,F. NeuinJIV, vi IN IrUf 1.T alnr%;, I Idic.t Shm!P r, ur, 99tst ur.',o" neel to nt TOP, wiy 11rk ir1: ail ut used4r it TPI' hi d., T— Desita l,ti— x:' D [an ha..I n ny IN rlpessrtt n vi!?take it 14, F,W W6"l ruing ,4 sltnii,n Irs p 0. n, SE0, Truss ta"A lY n, IDD Ir each IN. Th, iml...... Pais. Ind t.nEnix.,s milt,, Anthony T. Tombo !IT, P.E. M AliaslalrIt, >t llmd e11:1.n exrtlxm x, Ctl1:Ixrqu D 1 7 'xiPnd ilY !e s:ntn 1 sl, ; rt rtl gfin AIx DDxtn.ru s an inns W 4 kid;ta:gE snndn ek Ix r w x:qd 80083 the r-e'97t:r ereC(A'Iro.LIN `n tnlTDDWNrlos-mtriN sdnkhr.,C vacnWroyW-ra.tt6pifils4T'4ai"Mi.'elxx 5tp o.pmau IN noxzrl,'r.pna,:nesm.Asa't..ttsDeitper,I—D,vpncutrantrussMaxlln.I.-,i 445ISt.Lune6lvd. Zt FtF.w Se rElllEt lj :e:llrC(I tpt(9 exl vffftr lyd in!:ES Me Vet Tit TfYti ", n.girelr-s Y4T1M tJ Yt.P.pIN, lrtt S rS'.'E-glace e'.ilrlYilnq. 111 iq:c3>d-' n,a, terdb Its 1. topyri5hi(54016A1 font Glfsses- Amhnny l.Taisho III, Pf Reproduction of this document, inany form, isprohibited without the avritlera permluian has, Ml Renlhusses- AathonrT. Tomho III,BL Fort Pierce, FL 34946 r'USSTruss Type ty y RYAN HOMES /SEASIDE v1 A0001737 wRCSS1A A20A Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industnes, Inc. Wed Apr 25 17:36:33 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-m_h69i7tdn6635cVOvsbkefLh D8h H_3z9cNO7ZZN70S 31-10-0 35-0-0 0 9-0.0 15-5-2 21-8-9 27-6-0 9-10- 34-5-13 41-8-0 50-0-0 51-0 0 0. 9-0-0 6-5-2 G3-6 5-9-8 2-4-3 -11-1 2-7-13 6-8-0 8-4-0 -0- 0-6-3 5.00 12 3x4 11 3x6 = 3x4 11 6x8 = 2x4 11 3x6 = 3x8 = 5x8 = 5x6 = 9 10 5x8 = Dead Load Defl. = 1/4 in 28 27 26 25 24 22 21 1819 17 t6 15 4x6 — 2x4 II 3x6 — 5x6 = 5x10 = 5x14 = 3x6 = 4x6 = 4x6 — 3x4 11 3x6 11 3x8 = 3x4 11 30 II 15-522 21-869 27-6-03I -2060-0i 33-10-03S-0r0 1-8-0 50-0-0 310-0 09--2 6 8-4-0 Plate Offsets (X Y)— [3:0-5-4 Edge] f9:0-3-0,Edge], [10:0-2-12,0-3-4], [12:0-5-12,0-2-8], [19:0-4-4 0-2-8], [23:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) -0.23 25-26 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.50 25-26 >848 180 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 28-31 >999 240 Weight: 265 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 B3,B7,B5: 2x4 SP N0.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. Except: 3-6-0 oc bracing: 17-19 WEBS 1 Row at midpt 8-19 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 B3,B7,B5: 2x4 SP N0.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. Except: 3-6-0 oc bracing: 17-19 WEBS 1 Row at midpt 8-19 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1438/0-8-0 (min.0-1-11) 17 = 2130/0-3-8 (min.0-2-8) 13 = 598/0-8-0 (min.0-1-8) Max Horz 2 = 81(LC 17) Max Uplift 2 = 429(LC 12) 17 = 436(LC 12) 13 = 198(LC 13) Max Grav 2 = 1438(LC 1) 17 = 2130(LC 1) 13 = 627(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2804/1591, 3-4=-3137/1905, 4-5=-3137/1905, 5-6=-3137/1905, 6-7=-2710/1534, 7-8=-2744/1537, 10-11=-76/300, 11-12=-63/318, 12-13=-784/407 BOT CHORD 2-28=-1275/2501,27-28=-1275/2510, BOT CHORD 2-28=-1275/2501, 27-28=-1275/2510, 26-27=-1275/2510, 25-26=-1505/2967, 20-23=-717/1866, 19-20=-858/1939, 13-15=-204/646, 17-19=-2068/1242, 11-19=-307/274 WEBS 3-28=0/351, 3-26=-390/729, 4-26=-380/343, 6-25=-359/281, 6-23=-313/296, 12-15=0/277, 8-23=-605/1264, 10-19=-364/136, 8-19=-2414/1338, 23-25=-1290/2786, 12-19=-887/570, 15-19=-287/706 NOTES- 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=16ft; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 2, 436 lb uplift at joint 17 and 198 lb uplift at joint 13. LOAD CASE(S) Standard e 6'euer tln:etl 5H :r, YxcA I IW I4:'+ S?S'111I.^s GR44t FI NS8ie aA ui;ffdj ve N kdisnfl lex5e .1E tddexe Sloe+e+s e n! Ildes!dkd se sltld ¢a Ik ID(!, w'r Nilezuroem! jfe.,ad:P!a:d hr l&1)D lea.dll.As, 'rns Desg¢E¢geen ae-see: ¢a+nsne„tie!ed el a(IDD!rpnens et m!emmsdhe pd:sxnd en..x!.gnS INnt i. MlKa!,aas:ere It se.n elxrte lDD nll, rNdlRl &'ei tanampats ltd.po an !. sxMllry Anthony T. Tombo i tl, P.E. mJ s dnls tr s4. ttilf gis lh rst liolr 0'x1 1kC*.+n;¢dm.-H'w Oh toile I hsilar, its :ntrdarm lt(ot. 3: altle hr,s Wfiq de aN rNl i atxt :dlk DD nt ¢wf Id se dthei s kl4w kxliq K:q .st llda ekm ad. (a wactgd is 80083 at:, sagoo: re nduv'a.z'a'n.es...fMiDOdnetatu!.1ya" ! asI-,Iy(.P..Wdyle ah.l( "el"W't11WSHAm;dx: l.P-1zA trlk5a_3.e.lm:nr!aea:isr.tn!ks!px,iK.Iei¢-apadmii¢.,MawM+ea!eu 4451St,LucieBhd. e4rnudet tEall e:tm td tiled a?anrrihq ll dl pr:a msh d Nae las .e, at.yued s NCl..e Cx dap..e,:1au, 11 tssri a: ¢d r. af.1i4. AllFort Pierce, FL 34946 opyriaht 0201dA I Roofhusses-Anthony f. fombo 110.1. Reprodadion oflhis document,in any form, is prohibited without the written permissionhom Ad Roofinsses-ANthony 1. Tombolll, P.E. o Fuss russ ype ty y RYAN HOMES / SEASIDE v1 WRCSSIA7A21AG Al o ,r ROOF SPECIAL GIRDER 7 2 A0001738 Job Reference (optional) y„t a tnuss.cum. nun: o. izu s Nov i2 20i r Print: s.,zu s NOV 1z z01 t Mi t ek Industries, Inc. Wed Apr 25 17:36:35 2018 Pagel ID:P42uXRd_Kj21gP?afFS_28yAdrr-iMosaO979ONglPmt8Kv3p3liwloZlwLGdwsVCRzN70Q r 31-10-0 35-0-0 0 5-11-10 9-4-0 11-8-0 17-1-9 22-7-3 28-0-12 31-4-10 3-10 3 - -439-2-4 43-8-0 50-0-0 51-00 0- 5-11-10 3-4-6 2-4-0 SS-9 5-5-9 SS-9 3-3-140. -2- 3-7-0 4-5-12 2-0-0 0-74 Dead Load Dell. = 5/16 in 3x6 = 5.00 12 5x6 = 6x10 = 5x8 = 2x4 II 3x6 = 3 6x8 11 8x10 = 5x6 2x4 4 5 6 7 7 5x 8 9 T 10 6 113W 40 4142 43 3 1 6 T 12 4 3 8 17 1IoM 32 31 30 44 45 29 25 46 47 28 272x4 11 2324 22 48 21 49 20 1 %0 0 4x6 = 4x8 - 5x6 = 5x6 5x10 = 3x8 MT20HSI I 4x4 5x6 4x6 = 4x8 = 4x4 11 5x12 = 4x4 = 31-4-10 35-0-0 9-4-0 17-1-9 22-7-3 28-0-12 0-o- 33-10 3 - -439-2-4 43-8-0 50-0-0 9-4-0 7-9-9 5-5-9 5-5-9 -11-4 2-5-6 -2- 3-7-0 4-5-12 6010 11-0-10 0.7-4 Plate Offsets (X.Y)-- 19:0-6-11.0-0-OL n 1-n-3-n Fe1nPI f12-n-1-19 n-n-11 r, v-n-zs1 n-_a1 n n_ t, r., n -, , r.., -- - - - - 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/-rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except` B4: 2x4 SP No.2, B3,66: 2x4 SP No.3 B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except* W8, W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3- 9-0 oc bracing: 22-24 6- 0-0 oc bracing: 12-13 10- 0-0 oc bracing: 26-28 JOINTS 1 Brace at Jt(s): 10 REACTIONS. ( lb/size) 2 = 1990/0-8-0 (min. 0-1-8) 22 = 4985/0-3-8 (min.0-2-15) 17 = 356/0-8-0 (min. 0-1-8) Max Horz 2 = 90(LC 27) Max Uplift 2 = 594(LC 8) 22 = 1313(LC 8) 17 = 185(LC 9) Max Grav 2 = 1990(LC 1) 22 = 4985(LC 1) 17 = 492(LC 20) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4446/1354, 34=-4169/1252, 4- 5=-4142/1256, 5-6=-7512/2253, 6- 7=-7512/2253, 7-37=-7512/2253, 8- 37=-7512/2253,8-38=-3603/1053, 38- 39=-3603/1053, 9-39=-3603/1053, 9- 10=-3568/1023,10-12=-1812/6384, 1240=- 1708/6121, 4041=-1708/6120, 15- 41=-1706/6111, 15-42=484/346, 4243=- 484/346, 1643=-484/346, CSI. DEFL. in (loc) I/deft L/d TC 0.89 Vert(LL) 0.3129-30 999 360 BC 0.88 Vert(CT) 0.58 29-30 727 240 WB 0.64 Horz(CT) 0.05 22 n/a n/a Matrix - MS BOT CHORD 2- 32=-1255/4073, 31-32=-1756/5927, 30- 31=-1756/5927, 30-44=-1831/6321, 44- 45=-1831 /6321, 29-45=-1 831/6321, 29- 46=-1831719, 4647=-183/719, 28- 47=-183/719, 25-26=-1021/402, 24- 25=-1021 /402, 2248=487/153, 2148=- 487/153, 2149=-1701/525, 49- 50=-1701/525, 20-50=-1701/525, 19- 20=-1701 /525, 17-19=-269/499, 26- 28=0/300, 9-26=-513/302, 22- 24=4926/1354,12-24=-360/195, 12- 13=-256/116 WEBS 3- 32=-323/217, 4-32=-869/2993, 5- 32=-3370/1071, 5-30=-568/1792, 6- 30=-363/213, 8-30=-416/1348, 8- 29=-286/287, 26-29=-1673/5685, 15- 19=-544/1990, 15-21 =0/518, 21- 24=-1240/380,16-19=425/276, 15- 24=-4886/1358, 8-26=-2903/886, 10- 26=-1612/5390,10-24=-5989/1645 NOTES- 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- 9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 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=16ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate allD DOL=1.60 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 627 lb FT = 10% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 2, 1313 lb uplift at joint 22 and 185 lb uplift at joint 17. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 163 lb down and 125 lb up at 20-8-12, 163 lb down and 125 lb up at 22-8-12, 163 lb down and 125 lb up at 24-8-12, 163 lb down and 125 lb up at 26-8-12, 144 lb down and 113 lb up at 37-7-4, 144 lb down and 113 lb up at 39-7-4, and 144 lb down and 113 lb up at 41-7-4, and 235 lb down and 212 lb up at 43-8-0 on top chord and 1332 lb down and 409 lb up at 18-8-12, 88 lb down at 20-8-12, 88 lb down at 22-8-12, 88 lb down at 24-8-12, 88 lb down at 26-8-12, 76 lb down at 37-7-4, 76 lb down at 39-7-4, and 76 lb down at 41-7-4, and 393 lb down and 80 lb up at 43- 7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-9=-60, 9-11=-60, 11- 14=-60, 12-40=-20, 16-40=-60, 16-18=-60, 2- 28=-20, 27-28=-20, 24-26=-20, 22-23=-20, 17- 22=-20 Concentrated Loads (Ib) Vert: 16=-138(F) 8=-123(F) 29=-71(F) 19=- 393(F) 37=-123(F) 38=-1 23(F) 39=-1 23(F) 41=- 104(F)42=-104(F)43=-104(F)44=-1332(F) 16- 17=4301/372 51 Prnvirle adanuaT' drainanP in nrr want avatar 45=-71(F) 46=-71(F) 47=-71(F) 48=-62(F) f' emq that t4r 1d '.Ik'II i)f (3' S iEttECl6[X;tk. RtNSd(lh ellCXs(1 Tuk Sl1ltitA iAlfX"tn:x ie'UF desap Fn ,dus asl n.M doifi lx )es.u, irwgrP{-tq ne ltnu7l-rtsia ., r.[tduxt Qtsi;ste nt Udess slat: se slNe/xne rDD,w y k TtxtatterntFosSIA!. Xfu Be DDI'm Q. As to s0eslthp .(i Seer,UrE - a s.d my IDD,ereeedsm -asn;t a De F land eq'.et t siasllN am i-Plin s,ptr a.s mild tr ne TDD stir. Wis TRl' A kMt; nnta itlilm ad sdor..`r ,tlrt itau sF Nlfn dr:u lr nee tesswat. t, ,ten ne tauktD F r .tdtn dtu lR( .: nAnel nta :q:de ex r4-I lnthony T. Tombo TIT, P.E. 41 4,ss dta TO ,ndX ttne W.G.nn tax .szgt, tilaia mt :.sai 80083 kte a,.ure¢r,r .nn ea.eneifl0tiiepxne:mlF./Jnsdnttgq(erzK:rSdtgl>r ntn arr.dsXe,nr tdsua d,:,;,tte ,aa.r lrlan et;e•,,.._re, dezi.,rA..lt„De:1.w.lt-.)e,:E.naars.,X.a,d.n.,:aye:. 6iissense ldntityaA.al t, ed spt i. v14.1 tF di Farts im:<,:i Th, T,.ss Niip.,g ten let ne sadat H pe<., x r...: <.1,: , q a.tr a r o.II,F. All sa =es enr Kum MaiX n rn 1. 4451 St, Lucie Blvd. Fort Pierce, FL 34946 CoppilhIC12U16Adcoalbusses-Anlhanyl.lomhoIII, P.1. Repmdu0ionof this dotument,inany form, isprohihuedwithout [he written permission him A-1Roof trusses -Anthony 1.TamhnIII, P.f. OI russ Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0001739 WRCSSIA CJ1 Corner Jack 6 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:36 2018 Page 1 I D: P42uXRd_Kj21 g P?afFS_28yAdrr-AZM Fnk9lwi VhwZL4i2Ql M H H36RLPUXcPsac2kuzN70P 1-0-0 , 0-11-11 1-0-0 0-11-11 V ab 6 T v 0 2x4 = 0-11-11 0-11-11 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 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 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 = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied 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 Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 72(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- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Ytiedey^ylnse ncnryH ra tie'Al rur MMISiELlfrt G11%. Hum Ehiflos asyul,"Mr7; lrucyf.:M,MIN" hlx Uric, fesip yneaders eh restd Esl.ess)e-F3 yTf".4Is Adler Toah:.,yE Id-,tl+,sn, Ddess dh.- uO4. tk TDD,.0 Miiex nvou rre.,td, lesW fit,lh TDD la!e edd. Ns aTi Dmiye lnpet"'Ul Sseidtr hpn!.;,IN!s!d re ner iDD.eyreseds v sc.ptoa:E 0 lh 1.Ol?sslnd ere F'.psrySO1af Isr nt les pti 4. tF , W Tess ne.14" AtIN11, Wd i,>l hd '.p.-pv Ines nnans. smdnm Anthony T. Tombo 111, P.E. ad se 0W., 4 !t'll is tl ... lilardhe laea. ny Dwni seMn n ;.ielle fplln6 peg, a; led dih lR(a!S, in bid 1. sip el Isis T! !yy 'dth TDD h ,hll s do s -Ilia kslu^y sqe. .snlidrn ne ha: !d h ynu nd <30083 n!treratsi5. re cer ta-zi aes :za.in!TDD Hlne zss mfp/nsdn ute yc yn n sd!ry l»aefi! tt'rEi-shnn Tel asl su.i r!t c `u x!nraA lrl!e:n,ir,e.eens.:.:n!sn.a..st'l.inskup,lw k::p :O- naree.,p ad.^e!s, w4ss 4451 St. Lucie Blvd. n'EF:»ise Idi!61y.ed ttl epreH sp!wdlirylydleM'.sm. sef laeic.s!,an.ryine!,Net:admd sg.:es geer:nt!sSn.a.y e.na aty S•14y. Allw dx a, asnem Mudm RrL Fort Pierce, FL 34946 Coppighl(f11016 A I Roof Losses- Anthony 1. Tombo III, P.E. Repindo0ion of this document, in any loan, is ptohihiled without the written petmission horn A-1 Roof Trnues- Anthony T. Tombo III, Pd. Job Truss I cuss ype ty y RYAN HOMES I SEASIDE v1 A0001740 WRCSSIA CJ3 Comer Jack 6 1 Job Reference o tional Al Roof 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. Wed Apr 25 17:3637 2018 Page 1 ID:P42uXRd_Kj2lgP?afFS 28yAdrr-elwd_4ANh?dYYjwGFIxXvUgEoggRD_sZ4ELcGKzN700 1-0-0 2-11-11 1-0-0 2-11-11 2x4 = 2-11-11 2-11-11 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 0.09 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 999 180 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) 0.01 4-7 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 68(LC 12) Max Uplift 3 = 43(LC 12) 2 = 61(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of P1e ypin:e ha yM mhwtDe'kl i7G. f3 _t31'5fairx RF91-TERNS d(k9 Cdt(gSTjMitjt;...XNO&_r;MFX'Ixm. TcAy denppi[ndnse,I'te[An. hO!"!De'.c aiylffi us ke d[IkgI, I"orr_,f Etd e4'e: isiet<e. gaitu[6-m sldel r[Ik TOD,.I4 Miixcnesnn FVi 3W sed hr lb T)Dh tt dl A. e'- D p pa sprM&nx.,ti s.d [ myIDD tepnedt[e-puce d la pdxmid eat . t ?'r be IrSu e: Ik .p T. s[ pind utle TD6 edp aln P. L Ani -p.h Irus Itrc on.s. oflimp Anthony T. Tombo iII, P.E. ddnsl'ss 4 tdlliy lsln uF[s kilitr d'te1 IkeC esa"a NdSttt tdl/ FDef pe. N^hn dlie lY '1. q; adh IN ! f. :'NE tl. It [f'iti di DD [liq hell S dh I it u.i tlq kad'.y sh:gE shll[r eh krt:e• nd.. t idi `hd N" e. Dts n(ia' nr.t n s:aheTDDsMits nde.ml iidhnOit 6/du ([v edSder,lantlnt(I ibm'YIslandSRIAn.:dtl edha pense:.brsystaresd4.l..ssDaipn,l% h!¢upxnwlTea.,hro* ev,iz:eti w 80083 s't r D p w e p nt r.i _ i..lfi is•.tere 4451 St. Lucie Blvd. ie-St 4md ttvuM'ed ipted epiu nayl.dlpen:es lxwtei he Tttet: sip,yhen i, dot 3x>Inp Ct..per, tt If,!,y.aaF ieerral a,dmy. ult.dt[-rurcentd ddtn 1. opDriaht( CI YDItA-1 Roof Losses- AmIsoeyi.lomho lfl, P.E. Reprodualon f;his document, in any form, Is prohibited without the wrines permission horn A-f Roof Tresses -Anthony 1. Tomho ill, 1`.1. Fort Pierce, Fl 34946 OT NSS NSS ype ty y RYAN HOMES/ SEASIDE v1 A0001741 WRCSSIA US Comer Jack 6 1 Job Reference (optional) 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. Wed Apr 25 17:36:38 2018 Page i ID: P42uXRd_Kj21 g P?afFS_28yAdrr-6xU?CQB?SJI P9sVSpTSmRi N LKEyvyR6iJu59pmzN70N 1-0-0 4-11-11 1-0-0 4-11-11 2x4 = 4-11-11 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 0.36 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 4-7 999 180 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) 0.05 4-7 999 240 Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 105(LC 12) Max Uplift 3 = 79(LC 12) 2 = 67(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of sekgl,Pn qd !.nA14nn s'[uEr, +:tz:neusac-l:melon,nturel:rtca;urf!:_Tv4hop 1-0!r,arr,Aat" .t%I!!!h-. JJ grr!alkad y1.look_:.r.Ltdrt>;lu,lud:::o dd+nfkToo, wq IAITlY s.W11fl-,kl t: Ciad Tn tk TDD b k ydd. is 1nlS holoflylntNfll,$Y.tIY[.Ius!ri. n!5!o 11 ny TOO gI!SnISn H[ poo, a 14, l!SSisidupsa'iy Fr"olllD!a+Mdla,yn(-.nls'ieoie Trtsr wild rt ne iDD n¢, cda Tkl k i!S,y7 na1np1i1t lieq.lidnn!, Satllk try Anthony T. Tembo III, P.E. d dnsT S i. tt4tliii,tknsyil klayet#7ndnk Ownhirh itn, .:Ii twlin.Desyn..'.r Iddlklt` n.,t: do I E i:,.,decdr S-I 1!ifd .d16esDDlala,hll s dnl Tnss.al akAA nrge.ieshlldn!uiknn ad.M1^,!,llns :kd - sa083 Ik4 1:,0ls:em wGY'iri. Ai; es,e:r.zneiDDtdlnlr¢tie!sm Allis In plltig( tendStknhnf.-Ik pu"kdlfTllndS6fAn!rd.lmedSays .!pd irlismi1nmpwox:insndtc.sdn.In.No",fasksyaLg- dT sardan! n'lss 4451 5t. Lucie Blvd. inewu iditnk!5r&W.Fttd qu it wmiq ky dl pr'!s iia.ef.Inins 0!ssrinwris tCT Se tdd.yJhs:.rer,uTtsspaoego!dearlsil9q. Allc;'ws;ixlns rt!m ddad is 1111. Fort Pierce, FL 34946 apyrighiV2016AIRoofLosses - Anthony 1.Tombo111,P. E. Reprodustion of this Josonnent, in omy form, is inobibiled without tht written lotomission from A-1 Roof Trusses- AnthonyT.TomboIII, P.E. Job uss runs ype ty y RYAN HOMES —SEASIDE vt WRCSSIA 1GEDO Common Supported Gable 1 1 A0001742 At RnnfTniccoc Fort Pierce FL ZAPAR ,,e..,,.,,.,,......_„ Job Reference (Optional) gy —a Run. o. i cu s Nov 122017 rnn[ 8.i 20 s Nov 12 2011 Mi 1 ek Industries, Inc. Wed Apr 25 17:36:38 2018 Pagel I D: P42uXRd_Kj21 gP?afFS_28yAd rr-6xU?CQB?SJIP9sVSpTSmRiN PQEOsyR7iJu59pmzN70N 1-0-0 9 4-0 18-8-0 19-8-0 1-0-0 9-4-0 9-4-0 1-0-0 4x4 = 3x4- 18 17 16 15 14 13 12 3x4__ 5x6 = 18-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 11 n/r 90 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 85 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 OTHERS 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 auide. REACTIONS. All bearings 18-8-0. lb) - Max Horz 2= -70(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=255(LC 23), 12=255(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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=16ft; 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 3) 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 ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12, 10. LOAD CASE(S) Standard We any ynse laragt-e -M driCJ#IU3St5;'fi .tr ilftl llS E nNOT MSt M"tU St: t5Nt 6c4 hl'a Pihi J pne9e!gsniiwl ulesutk[s'rru oemtN G•teg,.O[i cd a.+a'!>ec?-Iran lgl.itererene sans itfnersr.;arsso'Se=,.rse stfet ee `k t.-0. atlrxMs._ fr1Mrs klll ,et M+aC hn rdie. i Lc a gix -ie »r .ap ;,q enctl Jcye msm-r-06oFds tti eq:vnxq rrs es.e_:hM Ns dar,iagla r ski dee&t_l h, nln'M.1, tint F.-s as. as9 gxdier .# hmerapinsslnsrr*.!'Iq '.:e ynsr 'dM tarot d !< satini lyed li 6s.zq hr caste p. Ii.pe RSdie ed Nn liy ate i?l iM 1. ink npndd"at 9ai sr Tli raper s. M: .mil sMEn pc. ea ad Pn iN¢fll p r - Anthony T. Tombo 111, P.E. razq H1 oq W u In dn14.1 Pr pn ai ten in n,nr of d 3 i:tei 9t pa^ , en` sn•e LCLro.nmr nSdd Idnzran r. 'aelr :fl nrSGt veaN a'; al ynieuce JNr i>'m r:t;ppLafre, ast ddusaf i .r. yaz,-rnss Be•Sa.er80083 a rz xfr.ael hrtedrau rpm rya , =e sin a:. prna eha lr:izv. Pr, je Eep:er'. xv: r:rt irq lk ipri: e:' ss sisiea FKpeedn ai q. e..rgiM il,. saraerfim i,:!.,. 4451 St. Lurie Blvd. PYri9 Re etlolion of ohlC2016AIRooftrussesAnibonyLlembollO.E. this dornwa inany io;m, spwkibiledw bout lEe+ritten permission tsom AI toot bosm Anthony 1. Combo tit, P.E. For(. Pierce, FL 34946 p . o fuss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001743 WRCSSIA D02 Common 3 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:39 2018 Page 1 ID: P42uXRd_Kj21 gP?afFS_28yAdrr-a82N PICeDdtGnO4fNAz?_vvUjeAwgrSsYYgi LCzN70M 1-0-0 5-11-10 9-4-0 12-8-6 18-8-0 1-0-0 5-11-10 3-4-6 3-4-6 5-11-10 4x4 = Dead Load Defl. = 3/16 in vo 4x4 = 5x8 — 4x4 = 9-4-0 18-8-0 9-4-0 9-4-0 Plate Offsets (X,Y)-- [2:0-1-6,Edge], 6:0-1-6 Edge] [7:04-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) 0.13 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.29 7-10 767 180 BCLL 0.0 " Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 7-10 999 240 Weight: 77 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 745/Mechanical 2 = 808/0-8-0 (min. 0-1-8) Max Horz 2 = 77(LC 12) Max Uplift 6 = 179(LC 13) 2 = 205(LC 12) Max Grav 6 = 745(LC 1) 2 = 808(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1379/902, 3-4=-1071/705, 4-5=-1072/705, 5-6=-1383/906 BOT CHORD 2-7=-733/1243, 6-7=-739/1249 WEBS 4-7=-391 /658, 5-7=-390/401, 3-7=-383/394 NOTES- 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=16ft; 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 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 100 lb uplift at joint(s) except Qt=1b) 6=179, 2=205. LOAD CASE(S) Standard L9nsat Fnu 2«vnh ties tSt'! I V-3f I USSIS;St [ :11IF 5A gAi16PS IMM EU Et aKtDWLIOEU,ihr'rn rmh tinge P«tat+asml,m mIt- nilauhsr(I-tq:OP na +1-ai T. Itnic l3 F.E. Me— imetlel«east `kn<,; eYe.ise setlna NIR. mly diiet,x«ttVlld-kil at.4 hr At then huhe;:ere=, k,:n ia3aea,... an:.r aw««>; At seq inTIN.,pesecesm«nnae«dt irtAssawa sa7xv«b;eapaua:'hl«"3 ksited!4e sisile urskiCtaaAt7 tdF,uu,ml. rtatsilte.:t:rs. e>rli+l;m am:: +e:zrun Anthony T. Tomto Ili, P.E. N rt tq;'r ss krc &-i>q:s'4 7ras'3 tltAeC er to +w's srlMn tl agetE+i o pr ief e,tc rc:'k ltf ,Et l4i srt'rx «al tsi,lial:sas sd all. ibe tiFmd "S.i 7aal mi lclE aE<ht it ;s:tdq wadi t, sn agt.rm km 7s5oll is ne.t amsuilhd ^ 80083 ne tnl6vl Na,9m, ma.ear«ur All." W. m,, 2m9 A,p-:yes em -yes«<m ref:«wm senfld«cx r1. Fri sa as. -nw eeA—dtra!«5 tl pia— mllt+w,iat,t,tt,.ad :t: ma l.ut d^nr: ,.t mx ,tr, et.,,. 1—ait "P.r M-fr. er: it,, 4451 St. Lucie Blvd. elkew;t Metd bre ReMu:t tgttedpwt ,.sa ti s:PM-a..tlK 7e nau ,qt 6gut ,s.01 ne t«Idny Origa, t.. ss S,slen liti—i1"fsAaiq V lgibliM lx.:; cees Oat-it.p t. Fort Pierce, FL 34946 b , hl-C2016A-IRodbusses-AnIhaa Limbo III, to tedanianalibisdocument,isan It(., e,missiaelremA-IAaalimms Antho"11tmbalU, 1 P7r 9 Y P = t P o russ ruSs ype ty y RYAN HOMES / SEASIDE v1 A0001744 WRCSSIA E01 GE Supported Gable CommonSu1 1 Job Reference (optional) AI poor i russes, Ton Tierce, rL a4a40, aesignLaltruss.com Hun: 8.1ZU s Nov lz Zul / Pnnt: 8.120 s Nov 12 2017 MI I ek Industries, Inc. Wed Apr 25 17:36:40 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-3Kcld5DG_w?7PAerxtU E W7SeP2eGPKY?mCaGtfzN70L 1- 1-0-12 3-9-4 7-6-8 8-7-4 1- 0-12 3-9-4 3-94 1-0-12 Plate Offsets 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 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-6-8. lb) - Max Horz 12= 147(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 12=-165(LC 8), 8=-164(LC 9), 11=- 111(LC 9), 9=-110(LC 8) Max Grav All reactions 250 lb or less at joint( s) 12, 8, 10, 11, 9 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 12=-135/331, 6-8=-135/330 NOTES- 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=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) 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 4x4 = 5. 00 12 12 11 10 9 8 3x4 = 1.5x4 II 1.5x4 II 1.5x4 II 7- 6-8 3x4 = CSI. DEFL. in loc) I/deft L/d TIC 0.52 Vert(LL) 0.00 7 n/r 90 BC 0.27 Vert(CT) 0.01 7 n/r 80 WB 0.07 Horz(CT) 0.00 8 n/a n/a Matrix- R 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 12, 164 lb uplift at joint 8, 111 lb uplift at joint 11 and 110 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 53 lb FT = 10% xkeal tk;etiaxeli:. .e.re'C ICIi'rPSSES; S:::r !CFt:i BUSSt:CNOTCMi`.E,'Ck;'tU•?I"d(C4i1tDD4'1T'.ea. Cnd, k.q ier !ss! W1aikaesualis',ati; Delp Fesge DEW!mlE`. ,,1.liaM re —I I#—!>uetl:fc ,!. :t4t?i9 f'viS45Tw.'. ID. id! stsl41. 5mia tie t , kids A! a Nis 1 xe tqlmee!1, by.." & ad .atr MP'. ! a+r.,rynntv'!I f isle O.V.s,pl! i!rtt k 7zl C I.Wi 7l 1, N desp s'fiY"ks aaiay Ma — ;*114 p O ,nsslaa es 3 l+1:; 3e ipe a. dme Os he „see Bertha Nfl!di #r4 Gael ¢-,ar a§e.arerr'fk ltt tte lEt lied I:aeeW MI fl npsuls4l 3as oaiele e!-Rei s:- Yal: dlsMegr_ xrin ad 5.nol sxNi p ! mse i-sd Anthony T. Tom Ili, P.E. 80083 .ienxttr. ADasIM4'Se i : id 4. p ett al qac, ; d,L i d Sa'-a' idkxs:,e Ts pnktke 9 fi ert Q i R t v N l end lvlge iei l i'ms'ae.t r%ar.d-::.s ad lni•.s l ! r: : knife,:+'q'h 0.: 4451 St. 0083 Blvd. tt rho -nil 1, rC rtrA e},ki elec .s;iir,.Wi a,ahw':4N,.INvuES. 1,5:i t 1441 N,ir".e s Ssl .E ensdk l & aliap 1. d iexs rse o nNa4,pt. apyrighlic32016A-IRoothsses AetbonyLicmbolil,p.t. Rep, .dut,onellkiidous tLineAyI— ..tukibiledwAWthe r,;ttenp—issm. lie. AIloailwsses AnPoauyt.Tembo(1Lp.E. For, Pierce, PL 34946 Job Truss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001745 WRCSSIA E02 Common 3 1 Job Reference (optional) i At Roof Trusses, Fort Pierce, FL 34946, design@altruss.00m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36:40 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-3Kcid5DG_w?7PAerxtUEW7Sis2ecPJQ?mCaGtfzN70L 1-0-1 3-9-4 7-6-8 8-7-4 1-0-1 3-9-4 3-94 1-0-1 5.00 12 3x4 = 1.5x4 11 3x4 _ 3x3 11 1.5x4 11 3-9-4 6-11 N v c!s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) 0.06 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 9-10 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 54 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 9 = 363/0-8-0 (min. 0-1-8) 10 = 363/0-8-0 (min. 0-1-8) Max Horz 10 = 147(LC 11) Max Uplift 9 = 249(LC 9) 10 = 249(LC 8) Max Grav 9 = 363(LC 1) 10 = 363(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-151/254, 4-5=-156/254 BOT CHORD 9-10=-254/254 WEBS 3-10=-336/327, 5-9=-294/289 NOTES- 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=16ft, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 9 and 249 lb uplift at joint 10. LOAD CASE(S) Standard hkrdq Flats, f aqW >:evtu'A 1131,(r 3,'SM1171 6EAli rGW d 0`11110S 0M 13;!eACA' A(ft—I—T,4Ip1r 4. ad red ad!sa rai3 p) rq ;V,uni net Incittit fi.hlo, rEld se'l:ssn" Udss atM se ddM 6I0.se7 Nuittuartmtlre.,au:.Mased hi ltr TDD laafdil.l!e-,ress Desjahpxtr,r!.Swdvbun>;,%and an. TDDTtl eznfstr nrta+aa dht pdasshad eq rt^rrinlau11I0 .he a-ltr<tkt sa tin st.p aeht It TDD adr, adu T I. &d '.1. asvnlna Jd' ncina.,s talliiq Anthony T. Tombo 1I1, P.E. drse d 11, 1.— 1! al tdll lis ll "' POW! W !d he ]wat It 0.nit'"'i errdI 5,td16n Despt. 'x racial in If',IF K dI, bra lu :,rotnd Wli 5, qt:t dIa INad ml Id s as, 9bei ulydeqkaaq. d fit, ntdldnand Wain ad 4an!,Sns`. m.Ir If z 30083 RFfaJn a[crtrC,. d t 1ar:tQeIDOdindadesadpdr da4TIi1(pntanWWh4.0.It pkh,d.fTAand SNln.;d4.an3.11 0iaids_IN9i.*mpAil:.waod.h33t42paR !IIt!Ddpb;limShs.pMir;r:,.t.:!.a:eu r_g51St. Lucie Blvd. 0—iudtlindif arevusepttl*Ica it witliq if III Far:tsitered. Tat Tfoss r,p.rinar„A(T»xt.uld"lrts:.}nn,nlleSrv..a:aft—da. y l+i1il Ill sn a4tros ettm I Wit is IM 1, Fort Pere, FL 34946 opyriphI Ca 701b A I koot trusses- Anllony 1. lombo 111. P.E. Etptodudion of Ibis document, in any form, is pcuhibited without the tvritieu permission hom A -I Roof Trusses -Anthony T. lombo Ill, P.I. Job Truss Truss Type ty y RYAN HOMES /IDE v1SEAS A0001746 WRCSSIA HJ6 Diagonal Hip Girder 1 1 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.coi 1-5-0 3x6 = kun: ts.lzu s NOV I zu1 / rant: 6.1zu s Nov 12 2ul / Mi I ek Industries, Inc. Wed Apr 25 17:36:41 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-XWA8gRDulE7zOKD 1 Ub?T3K_kjSp58k68?sJpQ52N70K 5-0-7 8-10-12 5-0-7 3-10-5 Deft. = 1/4 in 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 0.87 Vert(LL) 0.21 6-9 511 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.45 6-9 235 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 6-9 999 240 Weight: 35 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-94 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) 4 = 119/Mechanical 2 = 492/0-11-15 (min. 0-1-8) 5 = 360/Mechanical Max Horz 2 = 142(LC 4) Max Uplift 4 = 94(LC 4) 2 = 193(LC 4) 5 = 63(LC 8) Max Grav 4 = 119(LC 1) 2 = 492(LC 1) 5 = 360(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-664/222, 3-10=-608/232 BOT CHORD 2-12=-296/637, 12-13=-296/637, 13-14=-296/637, 6-14=-296/637 WEBS 3-6=-681 /317 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 193 lb uplift at joint 2 and 63 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 43 lb up at 4-2-8, 38 lb down and 43 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7-0-7 on top chord, and 8 lb down and 7 lb up at 1-4-9, 8 lb down and 7 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-83(F=-42, B=-42) 12=-7(F=-3, B=-3) 13=-17(F=-9, B=-9) 14=-71(F=-36, B=-36) d n tle .e tlenryN -_E A1170.,5'iEtlE0. S6 N. tl rERNSB(141L s(1 LM."ttil1iGA.MEN I ,Ye.IFt MspPwtuelers r>l usd eN to 6lss Jr e) r;Ef4; tae lk Adl sll de 6'tE tda r.@:a.e Uds ka isrddel edeiDP, wh I/il x inou Pee ed If t4 TO Eax did. At 0— Desgt5r. ! sx-dnEd—"-I dxofiDD et es d ae are dikids xd ex:x ht y sllMi urd sF d tk 1011. sm-101, lDDxy W lki ik r.: pt atseuptx. IM lterdn s ndlln Anthony T. Tnmba it?, P.E. dus, dhs l.x 4 .trill i fin esp kilind:tI fix 0" ,"m.'. x Zd .tlr ldldxD g ti,,-.nd d iie Ill.h .t x15I ,xe l: A df l '1 ait dtk DD ort .hell 0It xis.:1 nkM'y ^t pt tlld ea at krrt3 od rr. µa:i hd Tomb Zt tkl lk7s.xt o!Uw-no ..x 'e lle 10D rd Is, Pxf IpW es th kl/y(.F.'a Saw t(I tlrskdq lg ald SDt t .dv.vt t R ":0.elm 1P,Ittix.3r:e.psst Zits teS to-esa 3..Irs.fk,-pen,l ns k.gt Eapun st9 Er .. Mawlrro.r, x'rs 0083 44515t. Lucie Blvd. eteriu ldled!)edratrileda»a vrAot lydlim es ie, iet uetrt., :t ao,>3itter i>1Gl ixl el Dt,:}sg,xr sq z_alnxr mta.dsy. tot .,pax eras arcs ad tlhnl1. Fart 1 t. Pierce, Lucie Blvd. oplijbI02016AlRoof Trusses-Anlb, myT.TomboIII, P.1 ReproduilionofIbis doromenl,inany farm, isprohibited withoutthe wrimenpermission fromA-1Roof Trusses -AnthonvT.Tombo111,P.t. O FUSS I FUSS I ype HOMES /SEASIDE v1 7T- 1_yRYAN HJ7 Diagonal Hip Girder 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:42 2018 Page 1 ID:P42uXRd_Kj21gP?afFS_28yAdrr-?j W2nEWWYFgeUoE21XibXX_CrGBt6GlEW3MyX7N70J 1-5-0 4-8-7 9-10-1 1-5-0 4-8-7 5-1-9 2x4 = 1.5x4 II 3x6 = 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.04 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.09 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-10 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) 4 = 156/Mechanical 2 = 539/0-10-15 (min. 0-1-8) 6 = 352/Mechanical Max Horz 2 = 154(LC 4) Max Uplift 4 = 100(LC 4) 2 = 205(LC 4) 6 = 66(LC 8) Max Grav 4 = 156(LC 1) 2 = 539(LC 1) 6 = 352(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1037/241, 3-11=-985/242 BOT CHORD 2-13=-327/983, 13-14=-327/983, 7-14=-327/983,7-15=-327/983, 6-15=-327/983 WEBS 3-6=-1022/340, 3-7=0/269 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 4, 205 lb uplift at joint 2 and 66 Ib uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 43 lb up at 4-2-8, 38 Ib down and 43 Ib up at 4-2-8, and 68 Ib down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7-0-7 on top chord, and 8 lb down and 7 lb up at 1-4-9, 8 Ib down and 7 Ib up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% rie.(ry ClemB qkl, ati t±!Is,'A 1l3v Titi!S;-Slal^s 611:171 Ti18S E fmITICTS ui5lami n7l7 k.xulw' MAW lurn. itrdy Issip cor elers aal rtd'o?, n Na Nss)t14' J1 ni Rpn the hiuy t Ts,'Oh iI:, t.i_Id—c Ua!tt4:t t<e urdw 04—ire ddd tt fit IUD, tia ant, c:ntirt.,sd;itmdnr nehx.dil.xst rnsomtt[tgar.pt.rxuut6amwn:•detetTmo eptimsn•:tra.:tdnePrdesmweg einrmrnuNlm,:ntlmmtlrctl T. slenndetativoaty,ra/trt i l6t•esan:.phsluryutanem.itndnly Anthony T.Tomho TIT, P.E. r9 sedtiisl. h tldlinersih erblind'xi' tkt6 rstxa re Dd tietullrcDes}x,atttttdditllR(.yt'ralml #!>E:q Itaitl-I'hgr< w 80083 ihE !. a5rs e to tM'M9t. t usvlh lrl6 td lh itxl at m9;•I lhs III GtAq( atd idea lay. en 6(i id(sk+M l'I ISI(F r:d•s a:t `a it :ndal_1P.1 tca.@t.egrs t_:tmi.; arm d'€..1 rs. DesiD.rr, l.yss )r; spx ed lr sMaadr^..n, x',es 4451 St. Lucie Blvd. rir, mt lditre lr n:td:m gtcsl ". i, 'sfiq it dl ltrvm rx9td Tat TicsCrsagiteet-,lcIll "it.)bs'-pes, n Tts sys.s_gnter cal 5.0,1 ul(sculrsthas tar as Ittad n 1?]1. Fort Pierce, FL 34946 opyrightC,701dAdRoofhusses- AnthonyT.Tamba111,P.f. Reprodunianofthisdowment,inanyform,isprohibitedwithcrdthewrittenpermissionfromA-1RoofTresses-AnthonyT.Tumho111,P.£. oTruss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001748 WRCSSIA J6 Jack -Open Job Reference (optional) i Roof Trusses, Fort Pierce, FL 34946, eesign@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36:43 2018 Page 1 ID:P42uXRd_Kj21gP?afFS_28yAdrr-TvHuF7F8GrNhGeNQcO2x8147ZFcXchLRTAowU zN701 1-0-0 6-4-0 3x4 = 6-4-0 6-4-0 Dead Load Defl. = 1/16 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.07 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.16 4-7 474 180 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 -MP Wind(LL) 0.13 4-7 577 240 Weight: 21 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied 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) 3 = 164/Mechanical 2 = 316/0-8-0 (min, 0-1-8) 4 = 82/Mechanical Max Horz 2 = 129(LC 12) Max Uplift 3 = 103(LC 12) 2 = 78(LC 12) Max Grav 3 = 164(LC 1) 2 = 316(LC 1) 4 = 116(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of q.fl unn qtl tk'iI tOG 8 5 if(tEt t Ukllt Tftmi & In PiiICNS (U mils BtT1,.kN[W 3,dEN inm_Y.i(1$glar. Ins a'd reel nrtx rr nil De:iU 'y lLx, stk Ad fllur. t.E tla. eUes;s Y. Ud s. roe, rise vdel rr ne iDD,sryN11 -1: rd rdi t4HDr dl 411n,001.0 r cre n Edn..;n d IDBral en --Anepd srd q.rN. a siasllnr Is,1 u<n+s:Metr s tlla.naPoo Wt. Wor r3I. Ik h,lansnpn ndc,ado anaiuy Anthony . TomboiI, P.E. ed0mNss4r1-44e is 6, r It-iiliy ftr'N a 14 .Ih 1dI1nD spf, b:xhn01.4ME n r.'ulnel IA de 1 V-L Th q pna aI DD I fiefi s 'f Its i ss Jr akr4fq.'rlp. filler et nu p-4LK0 80083 eegoLywv' A.:xxs,e sr,-lo,IN 1In1tine.®Npir s 6o t,Iaitea/..WWIr en t[a-pl1"W IMWSUA.-ri e a I'mV r,a:a>H IVIk-1 mpnr, nrsolo es7r s.Decfpn,I-31.y+ugixnallr ,6. irrav,n.rss do isdeFirdlle rAmr7eda>,a nogl.dlrl.H ,,ns itoECegianrism.isNrltaIvq.9IDe;.gna.nl you sNrnro19.I 11 uleq, 4451St. Lucie Blvd. r4-1nenM doTPi1. Port pierce, FLBlvd. tepyrightC'7016AIRoof busses- Anthony LTomhaIILP. E. P.eprodudionafthisdocument, innaybrm,ispmhibiledwitheutMevrinenpermissionhornA-1Roof trusses Anthony T.TomboIII, P.T. O russ Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0001749 WRCSSIA J7 Jack -Open 15 1 Job Reference (optional) Ai Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Apr 25 17:36:44 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-x5rGSTGm 19VYtnycAjZAhycGcfwrL8bbhgYTOQzN70H 7-0-0 7-0-0 7-0-0 Dead Load Defl. = 1/8 in 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 0.83 Vert(LL) 0.10 4-7 823 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.24 4-7 349 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.19 4-7 438 240 Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-2-0 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) 3 = 183/Mechanical 2 = 342/0-8-0 (min. 0-1-8) 4 = 91/Mechanical Max Horz 2 = 142(LC 12) Max Uplift 3 = 115(LC 12) 2 = 83(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Ire:wp IT Ma!n}ttr r.!it?tk'AI 10G-fiC;iS i<(tEt 6FIi:t:t Tim LOOTlCf US1.5nti54r(]*UWCW"Afei Ina:ler4ksippeendtrs ead red ed!s uitis Lass Briw ha'iyyiC{;.tri ikt Ar;knp 1. isaia L; f.f.lelrxt 4n k :tts!. Utlesc etle+ise tlp.4 n1Ct i0@, nR rtt!n mrtr.,wl»andttaro notaknad.Iteo-nsoeap[agnt; Su.i!Arbptt•;.AavdunaIDB eptzMsaxrt m:l a prd=.szlxe tw •uerzspasutlapti tMei paF` k s:e elttsze•jA4nRetWadr.sl i l.:knti;annnpnn it n ttdnnas.netiin Anthony T. Tombo H!, P.E. rd udn:zfr ntk4C'll esp Flihd ulwertFh Cw.xiseealdueal.ide luld eCtspn,atx:ut ddtk lt(M. 3: dtltltatl s;tl dfrl. It ry,n dInTDbadte.h 11 do ns wlodot ' A'ry sR ry.Mlslt at Gm idp-r pm'. het «800K rkW:gaes-gnen(oc.o,LI Res st.z srte TDO Mr. pathts ad pie"n if th lifto, (out.M SAtm letsN KCplrkd if lA nd Slflir.rdi-:4r pmd pul—TP.teidb:i>sd'k7.s:Ptupn,7ts. 51,*:q.. wi o-a.,r ant!'r••:r.-Ii 4451 St: Lucie Blvd. Ua drfim 1pe.Mr Iedretdan i. Yrrhtj ly dl'inii acted. tht liSi <,2e.ryi All lzj .2 r'i k'nz me as ddaedia Tltl. Fort Pierce, FL 34946 opyrigbt( 02016AIRoof musses Anihonyl.Tornio III, P.I. Reproduction of thisdomment,inanyform,isprohibitedwithoutthewrittenpermissionfromA-I Roof Trusses- Anthony T.Tomb III, P.E. o russ runs ype ty lyIJ RYAN HOMES / SEASIDE v1 WRCSSIA J7G Jack -Closed Girder 1 A0001750IJobReference (optional) ses, u., 16 r 6 , ucayn wa Run: 8.1zu s Nov 1z zul r runt: a.1zn s Nov 12 2017 Milek Industries, Inc. Wed Apr 25 17:36:44 2018 Page 1 ID: P42uXRd_Kj21 gP7afFS_28yAdrr-x5rGSTG m 19VYtnycAjZAhycM 1 frxL?QbhgYTOQzN 70H 3-9-14 7-0-0 3-9-14 3-2-2 1.5x4 II 5x6 = 3x6 11 4x6 = 3-9-14 7-0-0 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 0.41 Vert(LL) 0.04 5-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.07 5-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.04 5-7 999 240 Weight: 38 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1372/0-8-0 (min. 0-1-10) 4 = 1352/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = 342(LC 8) 4 = 389(LC 8) Max Grav 1 = 1372(LC 1) 4 = 1352(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2120/515 BOT CHORD 1-8=-561/1957, 8-9=-561/1957, 5-9=-561/1957, 5-10=-561/1957, 4-10=-561 /1957 WEBS 2-5=-358/1542, 2-4=-2196/629 NOTES- 1) Wind`. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 1 and 389 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 725 lb down and 199 lb up at 1-4-12, and 725 lb down and 199 lb up at 3-4-12, and 725 lb down and 199 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-725(B) 9=-725(B) 10=-725(B) Yp3:y P` at aaagd f;f15t 5:1[J lfhSEs tl':.:r tlrS 'rk)1:fMD1JASi'MrU E!!lYJi¢Ep*k Ai _t'}r4: P%YH Rtlekl YR ntif IDe:lg1 D' qDp Wta 4Mf. Itak I1.F, IPn k. in[nEinkt 6 n'r S{Si#tE lR `bF rD.>thx . 1 > rtfW Ild! SE! 1 E k tA! 4t 10h n t, h ! I # F 65 AjN P I .0 jP( M3Y :. I! S N Di r 7. !'t.M4 1 Y.rtBhBt. ;: r It I' 3 eLji9atlan SF4P . - I!v 1Bi M t ;s d Y »iglY f t p E M'P! i d . ,m `:M 1. r, ttM1 jF f Sq'kA3: i05d3'Mt.'n. v*.!F:alr exf<9 asfWcsr 4.a ' :e Anthowny T. Tonto I[i, P.E. 4g ,psrrdler- M snme'tt}x'ktb'yk:c. OerErFlgl!{helFneae dnituq:a.WtIi,f.tyi,,di t91nn!`itle,OliI .,:c;xlmntrgsMeot.tr .e atkaagtwtt pan l•ra -80083 nWirE- qn! at .0 . SW w!s I A 9 i .4. p.cx s ! s N IF: td n .'.. qdt! lt/e t mR P. t! fine SEtt } dv n ! q d q ttrz< 141 t+'.ass de ESN+sxil'-!s sd Mhs d St i # E,pn.'i ss vt,lk.egklu ul ,s kndlLser minx Iehn.: e 9niut t!tr enl;l epld+Fxhtl e. Frlin, ronlrte .;e ilsE Dss.ykxEik,i ht6 Nbr tle,ipu,z. )i, fe+Ea§+do_hld#q. taEFihi,ll t. q, c.e as idmn _ia; 4451 St. Lurie Blvd. Fort vier;e, FL 334946 apyligDtw;lDl6A-3RealLnsses Rr..thenrLisshellht•,E gepi=du:tiaedieisllsrolmnl,ioanftctm,sgohibiladxalnutthesndcepsimissinnlrc.d1100illoses-Aatho:yLiocDolit,P.E. o cuss Truss Type ty y RYAN HOMES / SEASIDE v1 A0001751 WRCSSIA J17L Jack -Open 8 1 Job Reference (optional) Al Roof 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. Wed Apr 25 17:36:45 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-PHPegpGOoTd PVxXoj R4PDA9Uf3HP4YrkwU H 1 ZszN70G I -1-0-0 3-11-8 7-0-0 1-0-0 3-11-8 3-0-8 Dead Load Defl. = 1/16 in 3X9 — 5 4x4 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 6-9 397 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.17 6-9 475 240 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 28 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-7 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 = 64/Mechanical 2 = 340/0-8-0 (min. 0-1-8) 6 = 212/Mechanical Max Horz 2 = 142(LC 12) Max Uplift 4 = 54(LC 12). 2 = 172(LC 8) 6 = 141(LC 9) Max Grav 4 = 64(LC 1) 2 = 340(LC 1) 6 = 212(LC 1) FORCES. (lb) Max. Comp.%Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-327/372 BOT CHORD 2-6=-575/295 WEBS 3-6=-333/648 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 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 54 lb uplift at joint 4, 172 lb uplift at joint 2 and 141 lb uplift at joint 6. LOAD CASE(S) Standard E_ -- . 6vury fla:etl asN nqz lae'S1100=n.^,55i'01116104t(;N5I(10111cas fisIX K-1T;l;CNCWHKKFC ltrr ft<M tb10PIel", Mqs! alx Lais hm)-'IrVzw the lirrk.f rtait',rf: Id..' 4?ss kite es'. Ud s: atle< iu r10teulltiDD'*7 Yirta uueehlree.,ad,te tselM hr iDPiakrdi(ls t?rns Desg![kciutt;Y,<.» rar h¢iM?r;.0±ud nar lDD:eptSMsuererae:edhe pd:srimlert:ee?;iaf r?yutilililra Mt les.wnthte¢t T. :s bi?IuAe ND alf,.alerlrl. e.4»3SSYgflha Id ,(YdnHS. itjlll1117 Anthony T. Tembo H!, P.E. RMesedisl: ih,kef{dllil4ftii s»Y dlihd'tt0'trlfzC",urtu"'a kf'Gdlrhlr[1IeaD11k: NiidIMIY.h?{:aadHtlf!-:.ktE tld-1lry'!'.din DD.inhtllSdh St,Vl4eakxd',>}R'ryF fhildllkuetarry3lda•iv +µaL"hY( a30083 h!{rk,7tf41P IY(fT't(h,.:iPf'lStlPii:tI 1GDiIPP9iftSSS{YeleflilHdlllllfltaf6ANISd1 1'3T[ilt t(SfptisMirr?IandSd(A.«lu ?lllANl v:dA 1PIktMii?,'PS{fAtl.It.[S.teen.idH?I'dtSDPSijFq,11S,1.Sflt?PlpartY.,MI'Mt^e.4,A!tSS 4451St. Lucie Blvd. t1N. Isttdhklrt.Ymmktrt?st» gvmigkdl»reSik,,ea. rat ea?sl;k,,rygetl.,3er e{aahf.ts.laer,gfY.sSrs:.girtrk arlulAry. lDca,.r?kt;usatctadmdgrnl. Fort Pierce, FL 34946 op, righi02016AIRoof Trusses- Anthony T.TombeIII, P.E. Reproduction of thisdomment,inanyform,isprohibitedwithoutthe.6fleopermissionhomA-I Roof Trusses Anthony T.Tomboill,P.L o russTruss Type Qty Ply RYAN HOMES / SEASIDE v1 A0001752jWRCSSIAVM3Valley11 Job Reference (optional) i Rwl I fusses, Fort Pierce, FL 34946, aesign@a O Q O 2x4 i Run: o. IN s NOV 12 2u1 / vnnC OALU S NOV 12 2U1 / MI I eK Industnes, Inc. Wed Apr 25 17:36:46 2018 Page 1 I D: P42uXRd_Kj21 g P?afFS_28yAdrr-tUz1 t9H 1 ZmIG756? H8bemNimLTm4p25t971 a5lzN7OF 3-0-0 C — 7 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 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 10 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 Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. ( lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 42(LC 12) Max Uplift 1 = 18(LC 12) 2 = 47(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 47 lb uplift at joint 2. LOAD CASE(S) Standard t' a +p Piauv&lil, p e.pe d l7r lUSfa a :1 t}ti:iMiTomto IK, P t iA0i4gsI( 1M;'tUll .(NrO i[U;MMT`,!a tofie=;aepa•nemset"dales lefla,',.sstkntatn.iq;2piadmnln lealy.ta,i.a°d.:Ic`eae;neeneixeas: Jn:e;,sirx,s!ss`ne,d,M,uq M t, rxn!x plaks Mill tlMhe C nk aid. l;ll s aesm.at.. ape N r+ i' y,lae secuaST U.><e.atism anft-0 Adesua eapae aq tytb :4::If M'4'kuvd^r .It,,flied. deIli) ad., anger IM E. r fig u,erp:: as. dq and :« nssynautriAnthonyT. .E. ' sg.. .lusxt!dyuCi de eas.de, fqM xk rgx-ssh5 arts;Ysltt.delttak'Selaaltldiay.M, of ql ikupudddldpqus'rcld :xu[1-u:aesaa>adl;,skur n sa+`cxralsWlfepE<emsieil'ld T&np83 d tdy[ d, darcof,uaaur .guee la nor eudtp M sue a c M!,,Unf:r.dsdy gSKAv, Id.aa ypd. a f 4 J drca PIIl ; <m :l ieN > m9 r p.a; e d ,.sMe . .<:: 4451 Sr. Lucie Blvd. FO' s!da (. mt NJ" a;q f, 1m,, I. e, k ,ds,.(k 1, Erce in la:1 Way ly.irn. e. s S si rze.':.r. lu k IGry. aap Nr dt. saes rcheee it,P.i. 7 2i0rcn, tL 34346 apy,ight;,'1U16AIgoalImsesAnthony1,T-heIII, P.I. iepicklioalaithiskoatte.inany laim,.spmhibdedwahaalthe 17eapmeai..sweScxA-IEnclTimes -Altenyl.la.bnIII, PE. Job Truss I rus5 I ype My HOMES / SEASIDE v1A00017537yFRYANWRCSSIAVMSValley1 ob Reference (option 1 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. Wed Apr 25 17:36:46 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-tUz 1 t9H 1 ZmIG756?H8bemN imJTm2p25t971 a5lzN70F 5-0-0 va 0 5 4 2x4 1.5x4 11 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 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 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-P Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 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. All bearings 4-11-6. lb) - Max Horz 1= 78(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1,3,5 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-171/289 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5. LOAD CASE(S) Standard k'ta itJP rae,ae+lal tl.wde'i PC tU'Sft is t 4t}t 3.t+ist CMDT,lMit uN 4U'Et tN4JittD'eNE4T ie n. rn'h It w Ps area: nilud Itsutds m: De Sv4s p;'DDi Ik en.. aft tame ll P: 1`erur. »n!ittnv. r sY s sh+eP!a'k!iDD, teh Mi,!t!mu:ro!Plehs sN.l le •see M?u li:n se tdlt isatt „es o:nyhee pe,>Pn gst:ua, q sea lest i;91!xt; ,arnPiane u'k!Prdes.zea ugpenag respxs iihM MkupdasaPlt So!, i:pC.ria et 1 d„w1x "PI I. It,d sip u, xyxes: mday sat:-s .d:tn Anthony T. TOniho IIi, P.E. erm E,M,ir s ItIx+M. -si! epea x.6dt9eCrna ter xttt t4i4ei lep I i.5zaaq x z ghe!eC!!e tlrlU &elt.d3e xlriWel;K!caf rll. Nup!edddzi_`ieCcrfid[ >alkti s i besg: dl'mq unoe! m .,efi es7hniyuelll ae.e:Putiil^(e r 80083 t kroxn!zy.ami.wnt r. ulxl t d '4.r.:aiPrmxs t4k! a r'lrE'io PNdsd t max it wi ad n iskl .G i vpasly;a. Ttll!!Igt:ise e,>3!mt:::widae oly.i:=l,<,: +s,t vp.epeeaui re,,adrr.,!r,>ess 4451 Sr Lucie Blvd. fl wvw :;Mi4. '.lac a.ehd. Tins Mip Eya!!. a 0161 W]64 a 11 n. Sn11-1-j ad edt19. I.; WM.ai Mon ki'm1 For; Pierce, R 334946 spy; fight yYO{GA-1 Roallrossts- Anfhaari. tomhe Ill, 1`1 ieplodalio.dthk h(ownl, in say lalm,ssplohihitedW.Ihoel the w"oa penaissior. [to. A IRoot bosses AathocyLTamho lll, P.E. JAN UARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION i STDTL01 r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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 Q 0 r` ttach Corner Jack's d (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) a»y Pt , reAL Jtlit Si S'.EY fR li €I)i KttN(ell vux "Eiwrl tCaJk l;iEn (a t f,rarP prF 'nra ixt t.,a 31L cicxia .»3./[3d .kr s;ir. . d.;. p.f i[!»h4ra»s 37ers .kHf refw aei0. kk eJ F i.'M Os s}. ran.»r-. Srta eaw,; MM dexm, t„ayrssev» {§xc l#e d and tisaee of a»srY2, la: d, bzy Nes Ik Ci sey.»Ie¢sa ar .PL. el vrkt .rSlhms:iWu r.ws, s<bti' . ad ea's.n;:l taAbF b9,;e.»n,h-af sl ae.,+aw rosL r. saraaf,.N x7wnras N;+lirri A+mee yRx rartAR+P 9e bms arsl -awic. wt p 'Ny enSrt i wlm... ".rtYh t3V liJr:ity €3.t, P.E. 7 s seCme tu;eaaw>xn,..dasse:axnr-s kaw a<;ncia r. sµn,aur ra' - 800$3ceid€nks rx xid qm. i; rcxs N31 e sC aea tlei sf ud nisas Cna lwd'ai G;rspp:a. Mv u IdrPebd ke .Arid Xiz r tt7a rro'pnm. '*i tr 9t rcwa:rk.,rud isar:iaa l.s,tle:4ra, €rxs i..seaen sa nxs Asafiaax:. »4s c. - i t*r waa'sd m rw tf }a'Ass rsrna €M6n x;.:gaex.kt'Hf<sg heirme.AG n.,,sMpata R: h.> t r,' .l+rsse rs=.e-4rce y-=.}L=. - 51 .,.. ltlCie ;},'NG.. op,riphiV.246dlRediffises 4itkaegi.taede116P.i. R>prada0ioao-hki5tatuae t.ssaris•tm;sp aialited irGnurewrataptrm3sEaciremkI100,cssas 41hea t irraWILF.t. - Fort Pierce, ;t 34946 11 FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 DIAG. BRACE AT 1/3 POINTS IF NEEDED ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HUKILUIVIAL UKALL SEE SECTION A -A) TRUSSSES @ 24' O.C. V-3'MAX. 0 \ HITECT ALL AII /11. ROM ;.{%, :a s 4` r. .ks,Is t run veI I IT IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARC TO DESIGN THE CEILING DIAPHRAGM AND I ATTACHMENT TO THE TRUSSES TO RESIST OUT OF PLANE LOADS THAT MAY RESULT F THE BRACING OF THE GABLE ENDS. 2X6 DIAGONAL BRACE SPACED 4B' 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 (MIND. 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. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. 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 (.131' X 3') NAILS SPACED G' O.C. FOR WIND 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 G' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI 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 ZTIIn 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 STANDARD PIGGYBACK TRUSS STDTL04 . CONNECTION DETAIL s 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 o DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-4A9-1010 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' O.CJ 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. Rxtmi Rg;.:ta I :.,ie. t'f I 1 JEYtSsLSi itttt^ Esi,idt t(ba> d 9 W i KS.:, t44;'dt.st , L IT it?awFk1' w7. Sett! kyc p +ems wf-d n Un --;>Cn:g 6 e - ! ,'Altaa?<b"u+m;l laaM IR-f 3 p..±q-!leA' bAt, ... 4e... ther'.::#+,d ^.x3Y 71P en r d£?S 'YlgiNi 6F IGi1t b"@fEiet9 I.il ( ai ;i Sp lfh ,iY.i;'.lMf.G 3pi .'J[ri}i rtN>.epfRetithYk al.veti!t y p srildP "'L1rgr 1'si-iafti p.i 1ml4i `air ab Pt:.l. TnA tit f a1 ':A.b] rai„rYkSifi yt'?. T. Toirinc IH PmUtfznlrssa7k4q.e ixat4 t•plx).nr tbbt -'!: d,'I'l.ut,.R.ittAra..a^e;>r!tai*,iK,u Kwdas4sikA,4, 2.i P- h ffi kid ai Ati.wy'rxli sc@il .rcl>'Viy a`ms swy; asbDsm rtL ,wt;,'all ri e. eywt' ntl i V 1 800$3 L` Kx ib ?Es<,gsw la lwtra'M i::ip. Pang' C-0at<mt ze W:C.-talipy phe MMl'aRWnr Ain Kin'aan 'f„S gkt.b•€a:la mi &#meAeea%'z ncEiT cx 31 k'xexnEasNh .3r, ad s,+ksrt Ae u,,ls,'tgt. iies,Pe'v}LFak?i ".id.rxt ktwtta:n.+ti < r'te.wKte'Mitwsr o4ssai awb..}iris rznfred.ks lrn;C._cxi hal'inldaCe.iper<zi_.Sstlsxi Etp,+e[¢uq balee yc;,@h a+z,.zime¥:+fe1R 345i Si 'tut;a Sled: Fort Pier e: FL 34946CoppigM7J206A-1 i4.d irtiw hiboy 1, ramh l tN. iaywdirt.ne ofld doamem, in osy?vim,is,tad,biee cthrl of wrinn permsivd hul id foof tixsses-A ddn'Llomia 1lLP.f: - JULY17, 2017 I TRUSSED VALLEY SET DETAIL- SHEATHED I STDTL05 A- 1 ROOF TRUSSES 44L. — 1 1.1- D1 %— 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 ( 1/4" 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 iS, 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. rrte} Pm`tia:,711t aFriF.lk`flk''Ci'ItIS (i;"<,tif yL:pPlS. ifia,ti k'lGCSS(i?'F4kl, G?i..YMab>!•.s.'tr¢.Y•.Ihi¢n:trmen®t,.-ic-eiw?!bf'sstS 3esi EvOm!'pp; a/e; Ya i, l?otfi,il lsF a. sk!frfw .tlt.tcie-.s.ser fge a.:pg. ialr n ¢ tns+spa:_ro-uF go s :d.,ze bss¢n q,af x. „rnf *¢i tudxm, :-,. n R,tta:dm pa ..x q¢ ru F.ax r`¢a ompa stace xsmNTW —W sata pY.s u, q m"ms rc n Al.hu svT_ Tnm3o lll, P.E. wet: r tfr;t iutt la a{lnh.¢f . e r>sler:[dii dhr Uti<tet; Owei ec>tfztit€i ¢jt zYse6 'ktl:rzsimn sia+:u*::l cl to lL hR wrzl do se'wlitc3 uiFrA€iN-.. P.xsp!!tt6d4t AflWm, i#e45;•r<ehe Gust. flCadw wa&na mac- °-IlBmmi Nay t9dl6t At sp¢s in 9f WD83 v+ Jt.; Get§S`ttn9 l4lfN1N l api. Ztt FRH hC i3}sd llt llFLYfAI ¢fi(e.3tt5 d±x lF s¢fNNG SG`ah Yla 11 to fj$k$SektA!itl,a3 SUetFY tlHpitt Lt ttbpNt Smes: 111 itbt'..M_1isHetll 7its t1d 8¢tlS Ytht G':>itt, ,: ilti Bxt: fapnlLF96E! S lm Rirfl:': §ss 4451 4i m P. BI•td. Aee+ m s•?¢x@kglaRuetl3¢t3f 2ffix ar kdf gahn q.t3:etl iie +t.,.itFctta a,53 de}j:y Ot art¢;as?sfexlpx^dmi h"i c .tl a-'aiiylbaoq'es fliati.;!1 - _. Fors ?late; F;, 34996 apr3fgl!! ` 2g16 k-1,ac{llsses-Aeil+Osy 1. T0m6o III, P.i. ieplodustia¢ 01 ikds ducumom in arty i0m. is P oh iiied W0019 the eq iko Pe r-mmn±YOm V 100limes -koomy L i0entu Ili, 9.f. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURI W/( VALLEY TRUSS y II ICI II II II BASE TRi SSES TYPICAL) 411 J I P 1f NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS 42 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 ( 1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. aa- tipxri+xo,yel, vafw°,'i-II,ItI.S,SY:;i'.N`"k,Is.sYk$Y,Skli.4iui'7idt2iE?"3[NpA..'M'ii'f«-5imnh tav+a"rws•roa, h'.S'.i.3s.Q r.frSrmtiA 3mlSckspn7 aaaN!.31,3:h.,,e gpo exkt is.Sr Sx+:3Pfir.(e.i.pp:4 k a *a glaas twiik 9t IP hN f k'.fia; 1 F x. spe 'T 4't ,.. au 5ed de ',yrner ysirct'x rb;iro and sa :a: pti tail i°.+.: di,q dd. di t'.a±; pn i k. TfY.w:S rMn i9i Tw hslie ISN htJ'tli d:ti Artx;ry T. n fx) 1.1I;.RE. p a sN s .n.s'u d.g .sa ieaea x IN NI'b. n.m anC x sxaEaasn arax bnieat 9rvaor °Aa cNe±,q Ib l[ ae R(Nd r. ani Idrt.Naf art 3I ifn uNpx rXta[1 NW 'drcnq dl tlr sp its i mrpAaabegarr fumxledm_e<N7ri(ndtdrpsffereasiabs arbsYa(Dopes#fatasmraa7`N'Inels3ltaM,kN reaedifNKN4ys3mf..'?11aNs•drn.,fu.oslanr,Ree,..G_ -.,e, au:esdn.K.uss, 8t', eR=' i anr.s. i;,:Ar nmara cet V`r + 3451 S lt.at: 6Prd. rJ g4,m i Y ?ysrrs l?r x #MI-:_ie . r sra:h !«q@rxer r ;ro s>*s^a E:.yre"a?w b.a t8zN 4. utn€hk+iw 3h4 FOIY Pi _ iCB.FL 340 6 eglNt;ht 1i01b4 iRoof 'nsus ditkar t. tamla i(, P.{ #epNaieat as Aik{s dow^sert sa aaylo+m;apaA kited ;h rol hs rrtteaperaa wlfioa;Aikett.a5ses'-6atk=p 1. took Prl, P.°, JULY 17, 2017 A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PS MAX SPACING = 24" O.C. (BASE AND V/ 11\VJJLV V/•1LLL I JL. 1 VL I r1%IL HIGH WIND VELOCITY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUS I BE 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. STDTL07 CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) 000 fn'tkq } sf oa¢a.}«Ik llYs.`(':i44t ,iitl[7,at}131 .1Wi 6lCiN;l s43,%•C£'EX,n16'N,(:7'K°h•9 1;:A;ptu}e4camEcesti=ri.f w. 4afk£I'at&isFk .[, Dn,a. iaau 115 717i Dd. l if€N axryn }:sts;ihSkE,rl Fn Ar x&#rdi 1;IP-x [k p r;-e,.4}<+ M gbxer;, 4k Ydum,"D[ Egt;tsq alrlpa rhk!tE+symEl eigeEdibq,=spss Mt3!Iw btG rna'':ciE.sk xl vs'In i Wd%lf'"si-s le e+ wym; AAu DD tnm ,sld,sfd.t lnu<xidi is yu DElOa+q E E+E.ui:saneua SP x _ f: zNN x rDaaA t Want aN 9` eElnx=, eI ra px,S 14 w}a SEz', xdt-rt•am. IL 08 fras srlH and G ere ^inea;ek'aE I w Wit. i'I . ilrEx, nt'a;xa_ f.",nas a# r -IEt Nit l i enttei'r feinr.E.4a+ e:t }!•cs knE{tK Ln.v4r DE:71r,F mm is iltkkd'd Gf, Pr wTal!v,trm,.y7necrde 6i4aq. E9 raHAM.KSriatnEa f nim7}4p ap rPR M'9 W n inner."i,r 3't .t13F.1.I Cn.11....... im"4 11x"+6..117 k. i.' Gxn Ann:nn f &.r nna+.x+war n n u 3ro ".A 6nxA ".ti+nrn nbx wr ra..ww,..:..xFn« A..7 Dn i1......:. 1.6...+i Tn kb 111 0 a e;um+Hm;,kN rudmas is u+h Andionv T. Ton bo ill, ?:r'. mot i"ea4; mr'Eta il!:k+y r 50083 o. txxntraEe<ressamaa.zrNess 41-51 St. Lurie Blvd. Fort l?erce. FL 34946 FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 r s' 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. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' D.C. MAX. 44SEE INDIVIDUAL ENGINEERING DRAWINGS OR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN q Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO A BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO SHEATHING 2X4 STD SPF BLOCK DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. 2. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT DR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 4. SYSTEM. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES @ 24' 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 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 46' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0.131'X3-5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 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 #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP43/STUD 24"O.C. 2-8-6 3-11-3 5-4-12 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. 3-1-4 3-11-3 1 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY DOTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN( 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. 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 STDTL09 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 11 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 1( NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT NAILS TACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) B WITH (3) -10d SCAB WITH (3) - 10d 0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NABS (0131 x 3') USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - lOd NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS. 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) Y 'IFi ` FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 LATERAL TOE -NAIL DETAIL 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 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 0Z0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M 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 B4.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS ANGLE MAY VARY FROM 30' TO 60' NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.00' 1 FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 isIllllwi: ii i' i i TDE-NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 0, FFBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 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 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTLI4 A-1 ROOF TRUSSES' 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [::::::' 4) 12d MAX 30" (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 tlssa,-Yln.x Mey¢t i.ii iil:vi iEttif'6 t t;lYSifChi a.-Lv,"1N.^tN•:Y;L't1Cu`:°y11ER"W:.rsr.lr iei:ppvnrh.vl:xH wrnn i:.-rm&xu»v.iq<,TCD; at avlWa.!,?saM4.t.!#Krarx iitn »':.r..x. U+4s:vm .:x .saeewxtR rob Ch,ter. a - n aa.a r, o rA y:.,x,-: .srr' rw .a hhm x».xr i , w a,,. paa, v rr-e a.lIow IN i. tantha:iy T. Te r•loc '.71. '.E. W i .M i'iilr9'• eM 'a3te xa 4e w'sw' lsek 'u k:k5w} Hdt1 R:R. !1 dMdy NxW )! S 4. kPe 7t mi :}% i .le..da3'Wimt •.r IMraW 'qt»i Ue WI3I';d3 '4 x+W!v*• 3p n xs IN W. '* v.i I,, WWI 3 Svadimahw eim at rlspv a.kM, WI.Mst•'A( pdf33 w.wa', <,er wr.:q nr+«+w t.ssMwan•w, arils 4451. St. Lucie $;vd. Fo^ ?MhfCe, FL 34946fogw.oht 7idAb-i Acai Gassn Anthaa Ltan•ba llE.P,t, qe rodun-na cftets dc;umt aen Earmn abiEi4mwr•haet l+ew ineeY Y Pr PN!css. nhox A IAwt iruriei 4;,lhsnY i, fc ho llE, P.£. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15FEBRUARY17, 2017 I DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% 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 48' 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' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 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 END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 w , t rr A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE 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 SCAB L) (2.0 x L) 24"MAX 24" MIN NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT 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 0 U 16' P W 8' 18' 4" U U U 1 ql CCJ3 4 15P qs 02i Olr Ann 05 Oi a5 o a Vw All 1, l. f 3 1 A A f loA A` l A; i A? N ao2: _____ qs a q, r .......... ..__- ._................. ........_-...... so y u u' u GARAGE LEFT HATCH LEGEND 12" COFFER 9' - 4" A.F.F. Truss I.D."c» Gravity (> 5,000#) / Uplift (> Horizontal (> 350#) u u cp i ql r J3 fi 0 54f) t Gul 05 A 11 09 1 1 i A10 n Al o 1 c= i All Al] All Al A13 19 t F 1- i A]i A18 k i IIpII -..- _ ._ I .. ':,' _ 1II—III j Alt kc i ll l I I <,.. ... ?. .I.. rY/S S`/llU si.:.'>'''`°•'°...> _ J 1+'9" 1 T 8 I 4 +" 1818" — 5C 0 5 I — a 1' 0" GARAGE RIGHT Mo NOTE: Trusses are designed for SHINGLN Notify truss manufacturer if material is other thanai 153 :, NU I t: ALL I KUJJ I U WALL ANU/UK I KUJJ I U LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) m o_ _ L a NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE)- NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO- SHO' N TRUSS I.D.. AND TRUSS LOCATION ONLY. THE BUILDING DES'GNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT 'LOADS, s- FOR BRACING & ERECTION DETAILS REFER a TO BCSI-03 AND/OR ENGINEER OF RECORD m REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING E e AiJUS24. H THD46 u 3 E g - - E— m me= E• m o 8; JUS26. 1 -r MSH422 C j THD26 iK; MUS26 OD THD28 OE THD26- 2 OM JUS460 HB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD o LIVE LOAD 20 ASCE 7-10 ao voa` a_^- 0o c=. l DEAD LOAD SO 150 MPH EXP C LIVE LOAD 10' CATEGORY II F m - m m oc= i DEAD LOAD SO ENCLOSED TO7AL LOAD 40 FBC-2017 DURATION FACTOR 1 1.25 TPI - 2014 01 01/08; 2018 JT CODE UPDATE e - It is understood that above conditions have been reviewed APPROVED m o - are acceptable for the m - fabrication at trusses, APPROVED AS NOTED _ elevations,pitches, overhangs, REVISE AND RESUBMIT tascias,ceiling - - elevations/ pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No - back charges will be accepted without previous written DATE approval from an A-1 Roof - _ Trusses representative. _ REVIEWED BY v m _ -_ PLAN DATE ARCH: 08/17/2016 STRUCT:Z CUSTOMER RYAN HOMES 4; E _ > JOB NAME SEASIDE, 1'A' LOCATION COMMNTY KENSINGTON RESERVE:/ LOT 6 - a - LOT # _ m Y E _ _ BLDG BLDG m - 8 TYPE # JOB # 71397 MASTER WRCSS IA DRAWN SCALE a- - - E DATE 09/ 13/ 2016' AL. N.T. S. tt f a A- 1 ROOF TRUSSES ¢ Y E E A FLORIDA CORPORATION Ph 772-409- 1010 J Fax 772-409-1015 = = a = http:blvw'w. attruss.com FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot6KensingtonReserveSeasideAGRW Builder Name: RYAN HOMES Street: 3784 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number _ 1 7 6 3 Owner: Jurisdiction: 91 008 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ftZ b. Frame - Wood, Adjacent R=13.0 420.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 4 d. N/A R= ftZ 10. Ceiling Types (2648.0 sqft.) Insulation Area 5. IS this a worst case? No a. Under Attic (Vented) R=38.0 2540.00 ftZ 6. Conditioned floor area above grade (ftZ) 2539 b. Knee Wall (Vented) R=19.0 108.00 ftZ c. N/A R= ftZ Conditioned floor area below grade (ftZ) 0 11. Ducts R ftZ 7. Windows(276.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor: Dbl, U=0.35 168.04 ftZ SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 64.00 ftZ 12. Cooling systems kBtu/hr Efficiency a. Central Unit 44.5 SEER:15.00 SHGC: SHGC=0.29 c. U-Factor: Dbl, U=0.35 32.38 ftZ SHGC: SHGC=0.29 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 1.1.75 ftZ a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 4.317 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2539.0 sqft.) insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ftZ b. Conservation features b. N/A R= ftZ None c. N/A R= ftZ 15. Credits Pstat Total Proposed Modified Loads: 70.71 0.109 P A C + PASSGlass/Floor Area: Total Baseline Loads: 70.86 I hereby certify that the plans and specifications covered by Review of the plans and 0 1 E S7,41 this calculation are in compliance wi the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. i/rt„ PREPARED BY: ''"- DATE: 8-7-18 Srott Pratt Before construction is completed this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, ardesigned, is in compliance Florida Statutes. cobwiththeFloridaEnergyCode; % WE" OWNER/AGENT: r BUILDING OFFICIAL: DATE: 818/201 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 7.00 ACH50 (R402.4.1.2). RE'V SION 8/7/2018 5:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 4307 Vineland Road Suite H-16 Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Residential House Pad, Lot 6 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center Was Building Pad Staked: N Depth of Watertable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N UES Project No: 0110.1700732.0000 Workorder No: 9420330-1 Report Date: 12/05/2018 LIES Technician Jorge L Rodriguez Date Tested 11/30/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 0-3 ft Light Brown Sand, 3-5 ft Light Brown / Light Gray Sands, 5-7 ft Light Brown/ Dark Brown Sands Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 1 Proposed Footing at West Side 1-2 ft 105.4 12.2 103.8 8.1 98 Pass of Pad 2 Proposed Footing at North Side 2-3 ft 105.4 12.2 102.6 9.4 97 Pass of Pad 3 Proposed Footing at East Side of 2-3 ft 105.4 12.2 106.2 8.7 101 Pass Pad 4 Southwest Corner of Pad 1-2 ft 105.4 12.2 104.9 9.0 100 Pass 5 Northeast Corner of Pad 2-3 ft 1 105.4 1 12.2 1 104.4 1 9.8 1 99 1 Pass Remarks: At the time of testing footings had not been excavated. All densities done on pad area and proposed footing area. 3784 Hanworth Loop To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 DESCRIPTION AS FURNISHED: Lot 6, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR inc. BRISTSON A VENUE (RIX VARILPS) B.B.) S 00°19'09" E 75, 00' 700 ` 1.00' NON VEHICULAR ESMT. LA / p,\ 15' WALL & LANDSCAPE ESMT. LOT 6 1 12.50' 18.3' 16. 0' 12.50' NO NOFORo NO o FORM FORM_ I 15.7' W O COLOT5 FORMBOARO FOUNDATION LOT 7P. TOP OF FORMS = 29.70' 00 W ~ 5.0' FORMENDS 12.50' a 15. 1' v vi 10. 7' 0 IS. 7' 12.50' FORM NO fN05 FORMS 1r\ 25.20' 1 36,33' J 10' UTIL ESMT. 6 i E5 YS56°5829" YF oRpaN S 00°19'09" E 19.78 D=32.42'22- 12.98' . R=95.00' L=54.23' C=53.50' 30' DRAIN. ESMT. CB=N'16.40 20" W 0 G HANXORTH LOOP 7 / 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS UUILU)Nli atr8Acn5: As ruHNISH£D PER DRAINAGE PLANS FRONT = 25' PLOT PLAN AREA .CALCULATIONS REAR = 20' i-= PROPOSED DRAINAGE FLOW T O IMPERVIOUS COVERAGE = 4,009t SQUARE FEET OR 43.0Z SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A 5 Q0 PROPOSED FINISH FLOOR PER PLANS = 29.7' P1 LOT CONTAINS 9,321t SQUARE FEET SIDE 7.5' FOR 60' LOTS LIVING AREA CONTAINS 3,137f SQUARE FEET SIDE = 10' FOR 75' LOTS CONE LANAI/PORCH CONTAINS 8721 SQUARE FEET SIDE STREET - 25' CRUSENNIEYER-SCOTT ASSOC., INC. - LAND SURVEYORS LCOCRD - LEGEND - v +PUT In,- • PoWT w uNE 5400 E. COLONIAL OR. ORLANDO, FL. 32607 (407)-277-3232 FAX (407)-658- 1436 F - F1ELB TYP. TYPICAL PWE I.E. pOWT OF REV[RSE CURVATURE R ROD R.. PoINT Di' CDPoUIO CURVATURE NOTES 1. ME UNOERSICNEO DOES HEREBY GERM' THAT m SVRWY MEETS THE STANDARDS OF PRIG ROE SET FOPTN W ME FLOMOI BOARD OF CJl • I- ...0 1.12 15i RAD. •RADIALc SEi LIt 2• IR. •/Blt 1596 NR. • IDN-RRAADIAL PROFESSIONAL SU'RLSYORS AHD MMPERS W CHAPTER 5J-17 FLORTDA ADYIWSIRAINE CODE PURSUANT 7Tl SECfpN I72.027. E10RHCA STATUES 2. UNLESS EM80^W WRH SURVEYOR'S SIGNATURE AND OR=ft RAIDLD SM YHS SMRVEY MAP OR COPR:S ME NOT VALID. P.. POIHT 1 P. IiO. PpWTPD,B. . Poi[T Df B[DINNING CAGE. • CPLCULATED PnO. • ppinT OF CUNNEHCEKENI PRN PCRNANEM RE .:E NOWJNENT J. RIIS SURVEY WAS PREPARED MON MLE WFORWN FVTtMSHED TO ME SVRVEWX MERE MAY RE OTHER RCSTRICNOHS w EASEMENTS iNAT AFFECT THIS PROpER1Y. I. NO L"ERCRWNO NPROVEMENTS HAW B LOCATED UMESS OTHERWISE SFWWN. t CENTERLINE ff. • WIL MEB TL M ELEVATIOIWDNAILCDISK1SLWILDINGrU) C E[ 5. THIS .SURVrY 15 PREPARED FOR THE SOLE RENEFTT OF THOSE CERTTFIE9 RT ANO SHOULD NOT BE RELIED UPON RY ANY OTHER EHM.. R/V RIFiH- A, BN • B[NCIRVJtK 8. DIMfNSAOHS SNOW. FOR ME LO OO, OF I.PROVEMFJRS HEREON SHOULD HOT BE USED TO RECONSTRUCT I XO,`TY UHESESMT. • CPSEMCXT BJ. •BASE ERRAND fJuut DRAINAGE pfARRIGS ME BASED ASSLRTEU LNRFLE AHO DV THE 1H SHOWN AS BASE BF.•R9VC (flfl) B ELEVATIONW, F SHOWN, ARE BASED ON HAMM CEOXX vERrM SATUM OF 1929, CARESS OThERA'LSE NOTED. CLFC. + CNAIXT LINK FENCE 9. CERRTVATE OF AUMORTIATION NR. ISM, vpfC Vpp —E C/l • CNASCTE BLOCK PE PoINi or CURVATURE SCALE t-- I' . —A ppAWN DY: •• 20 " P.T. • PpMi F tANGENLY EEsc. uEscRW*tav CERTIFIED BY: M...___.._ ORDER N9: RADIUSD : PLOT PLAN 08-07-2018 4968- 18DCtTeENGMc •cNORD FORMSOARD FOUNDATION/ELEIS. 12-03-2018 8065-18 u - n+rnn BEARva NORTH THIS HIDING/PROPERTY DOES NOT UE WITHIN 1 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" i X. RUSEMM ER, R.LS. LLFF 4714 ZONE X' UAP J 121170009OF (09-28-07) JAM SCOU. .L.S / 4801