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3804 Crawley Down Lp 18-1949; Permit & (A)
COUNTY OF SEMINOLE lv_/9 q IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: April 30, 2018 T3V 3) BUILDING APPLICATION #: 18-10000404 BUILDING PERMIT NUMBER: 18-10000404 UNIT ADDRESS: CRAWLEY DOWN LOOP 3804 17-20-31-5VC-0000-0940 14/ 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: LOOP / KENSINGTON RESERVE / LSFRDOWN FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 ROADS -COLLECTORS dwl unit 705.00 N/A SinRleCUEmily Housiing .00 1.000 dwl unit 00 FIRE R 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS NA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 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. f1A 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 REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THA1 CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: April 30, 2018 BUILDING APPLICATION #: 18-10000404 BUILDING PERMIT NUMBER: 18-10000404 UNIT ADDRESS: CRAWLEY DOWN LOOP 3804 17-20.31-5VC-0000940 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: RESERVE / LSFRDOWN LOOP / KENSINGTON FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD PARKS N/A Family Housing 91000.00 1.000 dwl unit 91000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER TM 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; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL•PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date.4 , R Project Name: Kensington Reserve Pr gjgct,Add ess: I lL0 Building Permit L4 2 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-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and 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 A.HJ). 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. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # JURISDICTION: CALLED INTO: o Progress Energy Rev. 02/10/15) Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # o Florida Power and Light on / THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1949 Parcel ID Number: 17-20-31-5VC-0000-0940 1111111111111111111111111111111111111111 RANT HALOY f cENINOLE COUNTY CLERK OF CIRCUIT COURT t. COMPTROLLER BK 171! Po 681 (1P9s) CLERK'S : 20180794.21 RECORDED 07/11/2018 10:29:1'1 rail RECORDING FEES $11:.00 RECORDED BY hdevore 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 # 94 of Kensington Reserve 3804 Crawley Down 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 Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 6. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Sigidgure of Owner or Lessee, or Owners or Lessee's (Pnnt Name and Provide Signatory's Title/Office) Authorized Officer/Director/Partner/Manager) state of Florida County of Orange The foregoing Instrument was acknowledged before me this by Dayna Mitchell Name of person making statement who has produced Identification O type of Identification produced: TRACY LEIGH MCDONALD MV COMMISSION u FF925012 EXPIRES OctobNr 06. 2019 K::._r_ Ftu:ioar•tv!a Sc rn,c :6n• I APR 2 q 20% Job Address: 3804 Crawley Down Loop CITY OF SANFORD1BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J J Documented Construction Value: $ y2K ?,q365 -6. 00 Historic District: Yes NoEA Parcel ID: 17-20-31-5VC-0000-0940 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 Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 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 com liance with all applicable laws regulating constructs n and zoning. 4/19/2018 4/19/2018 Sig a of a gent Date Si a o ctor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name l 4/19/2018 4/19/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date y{ aLe MEAGAN LYNNE FOWLER ray P e, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 ro EXPIRES: January 17, 2021 0MY COMMISSION # GG 063253 f'`o `bonded Thru Budget Notary Services Nl4o EXPIRES: January 17, 2021 o: FSG Bonded Thru Budget Notary Services Owner/Agent is xL 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 a Electrical W Mechanical 1291* 1' Plumbing Gas[-] Roof Construction Type: VP, Occupancy Use: Q3 Flood Zone: K-$f'C Total Sq Ft of Bldg: p I'I S Min. Occupancy Load: [Cr # of Stories: Z New Construction: Electric - # of Amps 7.%Q Plumbing - # of Fixtures L& Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING: (#kQb UTILITIES: COMMENTS ENGINEERING: wrcC.,15- `b Ab FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 50.8 % ;V_IT- sucr.t rlavtd- G, C!i2 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: -6r 6- 45- ( k Revised: June 30, 2015 Permit Application AW CITY OF SANFORD APR Z 1, 20'18 i BUILDING & FIRE PREVENTION PERMIT APPLICATIONDLM' Application No: J Documented Construction Value: S 96,704 Job Address: 3804 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0940 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 Rvan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: _ AB Design Street: 1441 N Ronald Reagan Blvd Phone: 407-774-6078 Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b 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 bedone in com liance with all applicable laws regulating construction and zoning. 4/19/2018 e 4/19/2018 Si"a t5nDI;ent Date Si a Co for/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name l 4/19/2018 Signature of Notary -State of Florida Date it, MEAGAN LYNNE FOWLER MY COMMISSION n GG 063253 J"t EXPIRES: January 17, 2021 f'= OF ; . bonded Thru Budget Notary Services 4/19/2018 Signature of Notary -State of Florida Date o rRr "e MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 A' EXPIRES: January 17.2021 nop Bonded Thru Budget Notary Services Owner/Agent is _X Personally Known to Me or Contractor/Agent is _x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: IZ y- IT WASTEWATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF S.k 4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3804 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number:17-20-31-5VC-0000-0940 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) O ,F CIA USE ON Y 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 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# 18-1949 Reviewed by: Michael Cash, CFM Date: May 8, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F°$ 7- Landscaping in Right -of -Way www.sanrordn.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 ww.ww+rbelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbetanyoudly 1. Project Location/Address: 3804 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: ZDriveway Walkway Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home Other: Emergency Repairs This application is sub itted by: Property Owner. Signature: WPrint Name: Tracy McDonald Address: 4307 V d #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 04/19/2018 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 installationfimprovement 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 nght-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 Requestofs 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 ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have reachgnSrortderstand the above statement and by signing this application I agree to its terms. Signature: Date: 04/19/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date. Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 5 - 8 - U Date: November 2015 Rvw use onvevrey.pol 4/19/2018 SCPA Parcel View: 17-20-31-5VC-0000-0940 Proper y Record Card Parcel: 17-20-31-5VC-0000-0940 Property Address: 3804 CRAWLEY DOWN LOOP SANFORD, FL 32773 Legal Description LOT 94 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Value Summary 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 Taxing Authority 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 52,000 Depreciated EXFT Value 52,000 0 Land Value (Market) 52,000 14,000 Land Value Ag 52,000 County Bonds Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj Iso 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 1$52,000 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 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find ;=-parable Sties Land Method Frontage Depth Units Units Price Land Value LOT 0.001 0.001 1 I 52,000.00 I $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=1720315VC00000940 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: y 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): I The specific permit and application for work located at: 26 Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC1257 Signature of License Holder; STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this Lday of r 200 18, by Robert Lattanzi who is ® ersona I+ •own me or o who has produced as identification and who did (did not) take an oath. Notary Seal) veli MEAGAN LYNNE FO%1&ER O, rZY ti, MY COMMISSION # GG 063253 EXPIRES: January 17.2021 111 f `0? Bended ZTN Budget Nelery $er*" Rev. 08.12) J Signature 1MF46" FoWeR Print or type name Notary Public - State of Commission No. My Commission Expires: EXMWR M,LW r 64 Fl. POT TO V-41 Ok" BFC& FEICAIT6 AFF. (WOPT YJ' d& 4•TP 0 Ob' BFC& Y® n N LOAD M MALL 6 9 0 9 T d Nal-9 i {Hll 0 ooFarart AFo aAooFa wo LAADf w10 wo BPOMEE Wum CAL• Oa1ulE EM =WHIMFWTAM I E7 16' -0' 9 MW -3A* 7 74 3000 OR 4 30DN-37.16 O 9 9 3 n 7!•941 4 76A6/•i0.3 — 34 n 7945N 5 76A0)-3146 :t 4 33 (v 15-M 4 3090/•3330 Y 9 pro 9 49 6000000 9 763V-3330 6 n 4 76A6/d03r WIND DESIGN CRITERIA r 4 BASIC U00 SPEED MPFI (3 SECOND GUST) vALT.190 ) VAW.116 MIRA EL INTEFW44L F#66UFW COEFFICENT.. 16 MOVE TO C. RISK CATEGORY. TYPE II 19 d1 D. E WOSU E CATEGORY C ON07E63 VALUES POR COMPRHTITS 4 CLADD616 PIISSUF! AI! CUED ON THE Wit VESION 100 61" EED. FEIM 6tH ED. (70n) ALLCUO THM i F4W35URE5 TO BE !MULTIPLIED BY Ob TO MEET TFE? At_- E OR OLp NOMMAL TESTED VALUE6 tFBED By F7iODUGT MAN FACTURER& s -s N s s s L POW To PMn14L WTALLITIOII OI ALL WAMM MEM' M 747 FFM 119 FEEl11 OK= ELL ff OFNATED AMP TFEATED IN WIPAIF" A TOM IFFAIED SPRAT ^Lt D F, f f vt 0 3 V)' 7 m C N 0 r>Q aA1E 6 O vYYf. FIW® a fv m N r'oc A CABINET SECTION r n Y T 0 0 TOFF VENEER FIRST FLOOR PLAN er-42, V4 . I' -m' ELEVATIC" SQ.FT. CALC.'S 16T FLR LIVING IfD9m SG. FT. 2ND FiR LIVING 1331 8(Z FT. TOTAL LNOYs 7,471 SGL FF. ENTRY 35 SQ FT. GARAGE 4'-m' 76'-0' 5• B._3. 8._8. B._3. 499 90. FT. LANAI 60 60. FT. TOTAL 3YI5 6Q. FT. EXMWR M,LW r 64 Fl. POT TO V-41 Ok" BFC& FEICAIT6 AFF. (WOPT YJ' d& 4•TP 0 Ob' BFC& Y® n N LOAD M MALL 6 9 0 9 T d Nal-9 i {Hll 0 ooFarart AFo aAooFa wo LAADf w10 wo BPOMEE Wum CAL• Oa1ulE EM =WHIMFWTAM I E7 16' -0' 9 MW -3A* 7 74 3000 OR 4 30DN-37.16 O 9 9 3 n 7!•941 4 76A6/•i0.3 — 34 n 7945N 5 76A0)-3146 :t 4 33 (v 15-M 4 3090/•3330 Y 9 pro 9 49 6000000 9 763V-3330 6 n 4 76A6/d03r WIND DESIGN CRITERIA r 4 BASIC U00 SPEED MPFI (3 SECOND GUST) vALT.190 ) VAW.116 MIRA EL INTEFW44L F#66UFW COEFFICENT.. 16 MOVE TO C. RISK CATEGORY. TYPE II 19 d1 D. E WOSU E CATEGORY C ON07E63 VALUES POR COMPRHTITS 4 CLADD616 PIISSUF! AI! CUED ON THE Wit VESION 100 61" EED. FEIM 6tH ED. (70n) ALLCUO THM i F4W35URE5 TO BE !MULTIPLIED BY Ob TO MEET TFE? At_- E OR OLp NOMMAL TESTED VALUE6 tFBED By F7iODUGT MAN FACTURER& s -s N s s s L POW To PMn14L WTALLITIOII OI ALL WAMM MEM' M 747 FFM 119 FEEl11 OK= ELL ff OFNATED AMP TFEATED IN WIPAIF" A TOM IFFAIED SPRAT ^Lt D F, f f vt 0 3 V)' 7 m C N 0 r>Q aA1E 6 O vYYf. FIW® a fv m N r'oc A CABINET SECTION r n Y T 0 0 TOFF VENEER FIRST FLOOR PLAN er-42, V4 . I' -m' ELEVATIC" SQ.FT. CALC.'S 16T FLR LIVING IfD9m SG. FT. 2ND FiR LIVING 1331 8(Z FT. TOTAL LNOYs 7,471 SGL FF. ENTRY 35 SQ FT. GARAGE 4'-m' 76'-0' 5• B._3. 8._8. B._3. I I eEAn To Meta .I.• I I II cclut(TM 76'.0 x10'_0 I I 1 Fr 4 as I I 14,_4, 4'-0' l I II II II 7)79 -SII 6060900 II II II O I I I O I C: CIRR Y Qli'Jf I I r-&• m I moo&T- CFBEEF CRaln s• 4a I'-7 IR'I g 4'-7' 7'-10' b'L51/!' 9'-4' 4 7 QI o Far l I RALPCr raTCRzaly C CARPET CROON I; 1 OAF. Po6 FOS I 0249N C 0 C -- 4.ON e Irl Y6y. I 07.4 e Y hl RrtIC I'I I n t1py me n•T°._6' as Pl DR. 4-7'P®• 611D rE — 0 2 CAR GARAGE s•e m TCt V13 Jmi Y Y-4' Gifi 1 LPEOF7F Fi0L7lEABOL'f 1 G 8 L_J x T olro Ots•-0' 7'-S' Ib' -0' 7'-0' B'-8' 71'-4• Groin tura aox&1naF&c&na% toxcwaoo. n axrw ac.ot•rtuon w aOCwl{psmm ur.aoaaa E 8 0 C EFTJHDIV. ee LOT. KENSINGTON RESERVE IAT/ li4) 1LODIDLe SUMMERLAND PIiOJ7IDCTN: 2997.000 PAdM FIRST FLOOR PLAN DASCIALMM 3/23/16 3 °r c7.1 amraghTmecuD0.101WoLmme woornere Fm I oaxm 409pum 5 30W94 4 2"W -3U4sums 3 5 3050-54 4 2666(-3U4 A a 304040 9 29044-36.10 75 5 3OW-04 EGF06 shw-no 3 a 305" ECURE46 26651-310 4 0 4004:0 5 75A3/•3wT" 5 r, EGRE46 3050-W 4 2"51-Xg 6 a 3OWS4 4 2665/-7114SGW6 WIND DESIGN CRITERIA A. BASIC U00 SPEED HW (3 GEk:*V 4WT) 4LT.60 / VASO.96 MPU B. KMF NAL FFMOSURE C4EFRCEHT-- JS Q RISK CATEGORr-TrPE 11 D. E)U-COJM CArEGOW G Nam, VALUES FOR OVflFCHWM 4 CLADDHO PM69JIM AFM BASED ON ne VW% DEMON WHP SPEED. FeM 6TW ED. (2011) ALLOW 134E6E PRESStNEG TO BE MULTIPLIED BY 0,6 TO MEET T66 AUOMABLE OR PICHKAL TESTED VALLMS USED BY PROOLCT KAKFACMIERS. NOIFtFOM TO CRYOUL WALLAIM CK ALL WAMM WVEFS r -V Mal AE RM BOOR LLL 0 ~0 00 MA181 0 11MM A lElffM MZM "AT DBL— DAD 6TACMERED r - --------- - Lpf-CF-WT-oarmraga - - - - - - - - - - - - - - - 3--e- 5..4. 3--4' 0 ol AM F& I ECOM L -t-'Lm- WW SEAT rw--i 7CL& 41EAT owm's surrE W-0 CL& amnnm IWR'S BATH c 0-0, LAY LAY P—ImSSPACEI TIF* LI r, 111 2'-4* I, j9QR0 qr OUL BATH I W -V CLOL 75Y -v n n 14'-4' C BEDROOM 3 ILI, W-0 CL& I ATTIC I OFT. 64-0 EF 47 .. L4'-2- 4'-6- -0. 104,o '3- 61-10. I 3010E 2A ir or_ DBL. M STUD IV BEDROOM 4 kV' -2)d4'-3' LHE OF BT 305049 0 3060.611 0 91-10, 8. 10. 4'-4- 4'-4- L ---------------------------J LHELOE OF BT ROM 6EL00 SECOND FLOOR PLAN SCALE: V4 - r -O' ELEVATM-C AECNITECTS 4 0, Weoln rou 1441 N. IMMAW NEW.W Wu LOWWOM K32M m 40 4144078 FAX 407.77"076 bd.Wgr4a." 41:000032! E 8 E 0 PDrv. a. ZZ FKENSINGTON RESERVE LOT# 94) MODEMS SUMMERLAND VEMONJOI) PROJ=Tw: 2997.000 IPAQIM SECOND FLOOR PLAN DAT" 3/23/18 scAxm 1/4"-1'-0" SKEEM 4 Or9- 1 amnnm E 8 E 0 PDrv. a. ZZ FKENSINGTON RESERVE LOT# 94) MODEMS SUMMERLAND VEMONJOI) PROJ=Tw: 2997.000 IPAQIM SECOND FLOOR PLAN DAT" 3/23/18 scAxm 1/4"-1'-0" SKEEM 4 Or9- 1 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR -DETACHED Permit # BUILDING PERMIT Min -MaxMinMaxInspectionDescription 10 Footer / Slab Steel Bond Form board / Foundation Survey 10 30 Slab / Mono Slab Pre our 20 Electric Final Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 Address: RV,TRICA'L Min -Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Plumbing Final Min Max Inspection Description 10 Mechanical Rough rEax Ins ection Descri tion Plumbin Under round Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lol94KensingtonReserveSummerlandCGRW Builder Name- RYAN HOMES Street: 3804 CRAWLEY DOWN LOOP Permit Office: SWFIRbCity, 19jj Owner: 49State, Zip. SANFORD, FL, 32773 Permit Number• nNFORI) Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289 33 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft= 6. Conditioned floor area above grade (ft') 2421 b N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= 11. Ducts ftRft' 7 Windows(237.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U -Factor: Dbl, U=0.35 184.44 ft' SHGC: SHGC=0.29 b. U -Factor' Dbl, U=0.62 48.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0 29 a. Central Unit 38.5 SEER -15.00 c U -Factor: Dbl, U=0.34 5 00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8 50 SHGC. Area Weighted Average Overhang Depth* 4.385 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1381.0 sqft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 67.55 Glass/Floor Area: 0.098 PASSTotalBaselineLoads: 69.26 I hereby certify that the plans and sp cifications covered by Review of the plans and 04T iE STATthiscalculationareincompliancew' the Florida Energy specifications covered by this a,, O, Code. calculation indicates compliance with the Florida Energy Code. O PREPARED BY: Before construction is completed r DATE: .1-1f)-18 Srott Pratt this building will be inspected for compliance with Section 553.908 e I hereby certify that this buildirlp, asUlkigned, is in compliance the Florida Energy Code Florida Statutes. CQD `J with WE OWNER/AGENT: BUILDING OFFICIAL: DATE: 3130/2018 DATE: 16G t 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). Compliance with a proposed duct leakage Gln requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Gln for whole house. 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction, Family Type: New/Existing: Comment: Lot94Kensington ReserveSum Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type. Street Address Lot # 94 Block/Subdivision: KENSINGTON RESE PlatBook: Street: 3804 CRAWLEY DOW County: Seminole City, State, Zip: SANFORD , FL , 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp 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 2421 22515.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 Main 2421 22515.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Main ---- --- 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft= 1090 ft' 11 0 0 1 0 0.38 0.62 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emit( Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1499 ft' 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft2 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft' 0.11 Wood 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 ff^nne oene ')ne'7 Ornt Door Type WALLS Storms U -Value Width Height AreaV Adjacent Cavity Width Height Fl Sheathing Framing Solar Below 1 two Wall -Type Space P -Value F+ In FL In Area -R-Value-Eraclioa-Absoc^Gra None 25 1 S Exterior Frame - Wood Main 13 49 6 8 0 396 0 ftz 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' . 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 29 6 8 0 236 0 ft' 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft' 0 025 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft' 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275 3 ftz 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ftz 0 0.25 0.3 0 5 Vinyl Low -E Double Yes 0.35 0.29 DOORS 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 N Ornt Door Type Space Storms U -Value Width Height AreaVFlInFtIn 1 W Insulated Main None 25 3 6 8 20 ft' 2 Wood Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 S 2 Vinyl Low -E Double Yes 0.35 0.29 N 16.2 ft' 1 ft 0 in 11 ft 6 in None Exterior 5 3 W 3 Vinyl Low -E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low -E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 4 ft 1 in None Exterior 5 5 N 5 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 N 6 Vinyl Low -E Double Yes 0.35 0.29 N 32 4 ft' 1 ft 0 in 11 ft 6 in None Exterior 5 7 E 7 Vinyl Low -E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 8 E 7 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 9 E 8 Metal Low -E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 1 ft 2 in None Exterior 5 10 E 8 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft' 11 110 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft' 459 ft' 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2626.8 144.21 271.2 3718 7 3/30/2018 8.37 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 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 ft' DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 145.3 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans CoolingJan Healin Feb [ Mar Jan I Feb f X} Mar Apr Apr I un rlJulMayMunMayunJul AurjAugXI Se Sep Oct Oct Nov Nov Dec Dec VentingJan Feb X Mar Apr May Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/30/2018 8:37 AM 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* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3804 CRAWLEY DOWN 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=O 29 c. U -Factor: Dbl, U=0.34 SHGC: SHGC=O 31 d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth - Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1384.00 ft' 2421 b. N/A R= ft' c. N/A R= ft' Area 11 Ducts R ft' 184.44 ft' a. Sup. Attic, Ret: Attic, AH: Main 6 605.25 48 00 ft' 12. Cooling systems kBtu/hr Efficiency 5.00 ft' a. Central Unit 38.5 SEER:15.00 ft' 4.385 ft. 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Floor over Garage R=11 0 291.00 W c N/A R= ft' 13. Heating systems a. Electric Heat Pump 14 Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. OtFjerwise, a new EPL Display Card will be completed based on installed Code complbn~ytes. Builder Signature: / Date: 3/30/2018 Address of New Home: 380 Cra y Down Loop City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstal TB6 t d COD WE 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. 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS. 3804 CRAWLEY DOWN 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 buildei 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 manufacturers 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/30/2018 8.37 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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 healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489 105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0 1 inch w g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test All registers shall be taped or otherwise sealed during the test. Poslconstruclion test* Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure Registers shall be taped or otherwise sealed during the test. Exceptions: 1 A duct air leakage lest 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 lest 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 heal trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heal 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 -healing 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 healing functions as part of a combination system shall satisfy all staled 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 atilt 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/watl Any Bathroom, utility room 10 1.4 cfm/walt 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 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1 15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -lest 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 - A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 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 healer. 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 healers and pump motors. Healers 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 healers fired by natural or LP gas shall not have continuously burning pilot lights. 3/30/2018 8.37 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heal 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 3/30/2018 8:37 AM EnergyGauge® 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: Lot94KensingtonReserveSummerlandCGRW Builder Name: RYAN HOMES Street: 3804 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the lop of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop 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. Balls in narrow cavities shall be cul to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac aas. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sorknkler cover plates and walls or ceifinas- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 3/30/2018 8:37 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 For: RYAN HOMES 3804 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Job: Lot94Ken sing ton Reserv... Date: 06.03.15 By: BENTLEY Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 27865 Btuh Entering coil DB: 77.5°F Outdoor design WB: 76.2°F Latent gain: 5072 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 32938 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 31798 Btuh 114% of load Latent capacity: 6010 Btuh 118% of load Total capacity: 37808 Btuh 115% of load SHR: 84% Design Conditions Outdoor design DB: 42.3°F Heat loss: 26276 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 145% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 93% of load Temp. rise: 70 OF Meets all requirements of ACCA Manual S. wrightsoft• 2018 -Mar -30 08:30:01 Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 1 friCf...ndCGRW\Lol94KensingionReserveSummeriandCGRW.rup Calc - MJ8 House faces: W Component ConstructionsComponent Job: Lot 94Kensing ton Reserv... wrightsoft• Entire House Date: 06.03.15 By: BENTLEY Gain 860 DEL AIR HEATING & AIR CONDITIONING Bluh/111••F ht •F/Bluh 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Btu BUWh/h' Btuh Walls Project• • all 1156 For: RYAN HOMES 2.52 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board Int n 381 3804 CRAWLEY DOWN LOOP, SANFORD, FL 32773 13.0 2.52 960 2.35 Design Conditions fnsh, 2"x4" wood irm, 16" o.c. stud a 216 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: 5.57 330 Daily range (°F) 16 ( M) Method Simplified 924 Wet bulb (°F) 76 Construction quality Average 5142 Wind speed (mph) 15.0 7.5 Fireplaces 0 271 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 860 K+ Bluh/111••F ht •F/Bluh Bluh/It' Btu BUWh/h' Btuh Walls 455 all 1156 0.091 13.0 2.52 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board Int n 381 0.091 13.0 2.52 960 2.35 896 fnsh, 2"x4" wood irm, 16" o.c. stud a 216 0.091 13.0 2.52 544 2.35 508 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Firm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud s 366 0.091 13.0 2.52 921 2.35 860 w 194 0.091 13.0 2.52 488 2.35 455 all 1156 0.091 13.0 2.52 2913 2.35 2718 n 345 0.201 0 5.57 1923 4.37 1510 e 195 0.201 0 5.57 1084 4.37 851 S 324 0.201 0 5.57 1806 4.37 1418 W 59 0.201 0 5.57 330 4.37 259 all 924 0.201 0 5.57 5142 4.37 4037 0.620 271 0.097 11.0 2.69 729 1.75 475 Windows 2A-2om: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low -e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 it overhang (5.08 fl e window ht, 1.17 ft sep.), 6.67 It head ht s 2A-2omd: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low -e innr, e 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.29); 11 fl overhang (8 fl window ht, 1.17 it sep.); 6.67 it head ht 15 all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low -e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 12.2 it overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 it head ht s 0.350 all 2A-2om: 2 glazing, clr ouir, air gas, mtl no brk frm mat, clr low -e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 fl overhang (1.25 It 518 window ht, 1 17 it sep); 6.67 It head ht 0.350 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low -e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium, 11 12.4 ft overhang (5.3 ft window ht, 1.17 it sep.); 6.67 it head ht 61 2A-2omd: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low -e innr, e 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.29); 11 fl overhang (8 fl window ht, 1.17 it sep.); 6.67 it head ht 15 0.350 0 9.69 148 12.2 186 15 0.350 0 9.69 148 34.0 518 31 0.350 0 9.69 296 12.4 379 61 0.350 0 9.69 591 17.8 1083 33 0.350 0 969 317 10.5 342 16 0.350 0 9.69 158 11.9 195 49 0.350 0 9.69 475 10.9 537 5 0.340 0 9.42 47 35.7 179 33 0.350 0 9.69 317 10.5 342 48 0.620 0 17.2 824 17.0 817 1 -Pk- wrilghtsoft' 2018 -Mar -30 08.30 01 Right -Suite® Universal 2018 18.0 11 RSU23828 Page 1 4>CG\ ndCGRW\Lol94KensinglonReserveSummerlandCGRW rup Calc = MJ8 House faces, W 2A-2om: 2 glazing, clr ouir, air gas, mtl no brk frm mat, clr low -e innr, w 12 0.350 0 9.69 116 34.0 408 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low -e innr, w 31 0.350 0 9.69 296 34.0 1036 1/4" gap, 1/8" ihk; NFRC rated (SHGC=0.29), 1 ft overhang (5.08 If window ht, 4.08 ft sep ); 6.67 it head ht Doors 11JO: Door, mtl fbrgl type w 20 0.600 6.3 16.6 334 18.5 372 11 D0: Door, wd sc type n 18 0.390 0 10.8 193 12.0 215 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1384 0.026 38.0 0.72 997 1.41 1955 gypsum board int fnsh Floors 20P -13c: Fir floor, frm fir, 6" thkns, carpet fir Irish, r-13 cav ins, gar ovr 291 0.068 13.0 1.88 548 0.98 284 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 115 0.989 0 27.4 3150 0 0 1 wrightso t' 2018 -Mar -30 08 30 01 Right-Swte® Universal 2018 18.0. 11 RSU23828 page 2 diM.ndCGRW\Lot94KensingionReserveSummeriandCGRW rup Calc = MJ8 House faces. W Project Summar Job: LotWensingtonResery ro... wrightsoft• Y Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 For: RYAN HOMES 3804 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Notes: OPTION BATH 2@13ED 4 RVSD 3-20-2017 NMB L.S. 03-30-18 SRP Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Orlando/Jetport, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M 8435 Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21066 Btuh Structure 19430 Btuh Ducts 5211 Btuh Ducts 8435 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) 7315 none) Total cooling 38500 Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Static pressure 0.40 in H2O Equipment load 26276 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 27865 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3298 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh Heatin coolin none) Area (ft2 242q 2421 Equipment latent load 5072 Btuh Volume (W) 21176 21176 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 32938 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 2.9 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AHRI ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.5 HSPF 38000 Btuh @ 47°F 27 OF 1283 cfm 0.049 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref 8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 31185 Btuh Latent cooling 7315 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 2018 -Mar -30 08:30.01 Righl-Suite® Universal 2018 18.0 11 RSU23828 Page 1 CCCA...ndCGRW\Lo194KensinglonReserveSummedandCGRW rup Calc = MJ8 House faces. W I - wrightsof , Right -JO Worksheet Enure House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831-2665 Job: Lot94KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 ft 53.0 it 3 Room height 8.6 it 9.3 11 heat/cool 4 Room dimensions 1.0 x 576.8 f1 5 Room area 2464.8 02 576.8 ftz Ty Construction U -value Or HTM Area (ftp Load Area 011) Load number BluWftz °F) Btuh/W) or perimeter (fl) Bluh) or perimeter (ft) Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 12C-Osw 0.091 n 2.52 235 396 381 960 896 0 0 0 0 G 2A-2om 0.350 n 9.69 12.19 15 0 148 186 0 0 0 0 Vj/ 13A-2ocs 0.201 n 5.57 4.37 378 345 1923 1510 303 271 1507 1183 G 2A-2om 0.350 n 969 10.46 33 0 317 342 33 0 317 342 11y/ 12C-Osw 0.091 a 2.52 2.35 236 216 544 508 0 0 0 0 L; 2A-2om 0.340 a 9.42 3573 5 0 47 179 0 0 0 0 2A-2om 0 350 a 9.69 3398 15 0 148 518 0 0 0 0 y/ 13A-2ocs 0.201 a 5.57 437 275 195 1084 851 154 121 675 530 2A-2om 0 350 e 969 1046 33 33 317 342 33 33 317 342 I G 2A-2omd 0.620 a 17.17 17.02 48 48 824 817 0 0 0 0 t 12C-Osw 0.091 s 252 235 396 366 921 860 0 0 0 0 G 2A-2om 0.350 s 9.69 12.42 31 25 296 379 0 0 0 0 y/ 13A-2ocs 0.201 s 557 4.37 341 324 1806 1418 0 0 0 0 I -C 2A-2om 0.350 s 9.69 1193 16 0 158 195 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 236 194 488 455 0 0 0 0 2A-2om 2A-2om 0.350 0.350 w w 9.69 9.69 33.98 33.98 12 31 0 0 116 296 408 1036 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 79 59 330 259 37 17 96 75 11,10 0.600 w 16.62 18.51 20 20 334 372 20 20 334 372 P 1213-Osw 0.097 2.69 1.75 289 271 729 475 121 103 278 181 L -D 11 D0 0.390 n 1080 1203 18 18 193 215 18 18 193 215 C 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P -13c 0.068 1.88 0.98 291 291 548 284 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 173 Envelope loss/gain 16673 14459 5173 3076 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 21066 19430 6103 4297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Subtotal 21066 19430 6103 4297 15 Duct loads 1 251/6 43% 5211 8435 241/, 370/6 1450 1600 Total room load 26276 27865 7552 5897 Air required (cfm) 1283 1283 1 369 272 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrlgtitsoTt• 2018 -Mar -30 08 30.01 Righl-SuileO Universal 2018 18 0.11 RSU23828 Page 1 ndCGRW\Lol94KensinglonReserveSummeriandCGRW.rup Calc = MJ8 House faces. W wrightsoft° Right -J® Worksheet Job: LotWensingtonReserveSu... 03.15 Entire House Date: BENTLEYBy: BBENTLEY DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 327COND4071O1-2665 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 it 11.5 it 3 Room height 9.3 it heal/cool 9.3 it heat/cool 4 Room dimensions 130 x 25 0 if 1.0 x 155.0 it 5 Room area 325.0 112 155.0 02 Ty Construction U -value Or HTM Area (112) Load Area (ft2) Load number BtuWft2-°F) BluWft2) or perimeter (ft) Btuh) or perimeter (ft) BI h) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 12C-Osw 0.091 n 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 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 11 V 12C•Osw 0 091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 II-- G 2A-2om 0 350 e 969 33.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 121 73 408 321 0 0 0 0 2A-2om 0 350 a 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 17.02 48 48 824 817 0 0 0 0 V/ 12C-Osw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 C 2A-2om 0 350 s 969 1242 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 s 5.57 4.37 233 233 1299 1020 107 91 507 398 t -G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 16 0 158 195 y! 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 Il--(; 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 168 168 451 294 L --D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0 026 0.72 1.41 0 0 0 0 0 0 0 0 F 2OP-13c 0 068 1.88 0.98 0 0 0 0 0 0 0 0 F 2ZA-col 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 139 10 Envelope losstgain 3573 2019 1431 896 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 1 0 Subtotal (lines 6 to 13) 4239 3435 1633 962 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 3435 1633 962 15 Duct loads 24% 37% 1007 1279 24% 37% 388 358 Total room load 5246 4714 2021 1320 Air required (cfm) I 1 1 256 217 99 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gFstsoft- 2018 -Mar -30 A - Right -Suite® 2018 -Mar -3008:30:01 Universal 2018 18.0 11 RSU23828 Page 2 ndCGRW\Lol94KensingionReserveSummerlandCGRW rup Calc = MJ8 House faces W wrightsofr Right -J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot94Kensing ton ReserveSu.. Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 If 30.0 It 3 Room height 9.3 it heal/cool 8.0 If heat/cool 4 Room dimensions 4.5 x 8.0 It 16.5 x 13.5 It 5 Room area 36.0 IV 2228 f12 Ty Construction number U -value BluWftz°F) Or HTM Btu fig Area (112) or perimeter (fl) Load 81uh) Area (fig or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat cool Gross WP/S Heat Cool 6 VIIL- 12C-0sw 0.091 n 2.52 235 0 0 0 0 108 93 234 218 G 2A-2om 0.350 n 9.69 1219 0 0 0 0 15 0 148 186 J 13A-2ocs 0201 n 5.57 4.37 75 75 416 326 0 0 0 0 G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 e 252 235 0 0 0 0 132 117 294 275 11 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 15 0 148 518 13A-2ocs 0.201 e 557 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 17.02 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 Y -C 2A-2om 0.350 s 9.69 1242 0 0 0 0 0 0 0 0 Vj/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 L --G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 V612C-Osw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0 350 w 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5.57 4.37 42 42 234 184 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 1 n 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P -13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 000 36 13 342 0 0 0 0 0 6 c) AED excursion 23 96 Envelope loss/gain 997 497 984 1415 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1216 568 1435 2391 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 568 1435 2391 15 Duct loads 241/6 37% 289 211 26% 495/6 379 1172 Total room load 1505 ngl 1814 3564 Air required (cfm) 74 361 1 1 89 164 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgFrtsoft 2018 -Mar -3008,30,01 A -• • -- - Right-Suile® Universal 2018 18 0 11 RSU23828 Page 3 ndCGRW\Lot94KensmgionReserveSummeriandCGRW.rup Calc - MJ8 House faces: W wrightsoft Right -M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: Lot94Kensington ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 if 10.5 it 3 Room height 80 It heat/cool 8.0 it heat/cod 4 Room dimensions 50 x 55 If 1.0 x 1028 It 5 Room area 27 5 W 1028 ft= Ty Construction U -value Or HTM Area (fig Load Area (fly) Load number BtulVfizoF) B1uh/fig or penmeter (11) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII 12C-Osw 0.091 n 252 235 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 V/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 IL; 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 V( 0.091 a 2.52 235 40 40 101 94 36 31 78 73 2A-2om 0.340 a 9.42 35.73 0 0 0 0 5 0 47 179G 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 17.02 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 s 252 235 0 0 0 0 48 48 121 113 1-C 2A-2om 0.350 s 9.69 12.42 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.57 437 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 9.69 11 93 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 Y 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 DD 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 RI 12B -Os w 0.097 2.69 1.75 0 0 0 0 0 0 0 0 O 1l D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 072 1.41 28 28 20 39 103 103 74 145 F 20P -13c 0 068 188 0.98 0 0 0 0 0 0 0 0 F 22A -col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 4 Envelope loss/gain 121 127 320 514 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 196 151 478 565 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 151478 565 15 Duct loads 1 265% 1 49%1 52 74 269/6 49% 126 277 Total room load I 247 225 604 841 Air required (cfm) 12 10 30 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrMl tsolY- 2018 -Mar -30 08,30:01 Right -Suite® Universal 2018 18 0 11 RSU23828 Page 4 ndCGRW\Lot94KensingtonReserveSummerlandCGRW rup Calc = MJ8 House faces: W wrightsoft Right -JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 94Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 if 10.5 it 3 Room height 8.0 if heat/cool 8.0 it heat/cool 4 Room dimensions 3.5 x 5.5 It 13.0 x 10.5 It 5 Room area 19.3 ft2 136.5 f12 Ty Construction U -value Or HTM Area (to Load Area (112 Load number BtulVft2-°F) Btuwfl2) or perimeter (It) Bluh) or perimeter (fl) Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 VLC12C-Osw 0.091 n 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 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 11 y/ 12C-Osw 0.091 e 252 235 28 28 71 66 0 0 0 0 L-_-((^; 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 10.46 0 0 0 0 0 0 0 0 I; - GG 2A-2omd 0.620 a 17.17 17.02 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 2.52 235 44 44 111 104 84 69 173 162 G 2A-2om 0.350 s 9.69 1242 0 0 0 0 15 13 148 189 t-G2A-2om 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 0'350 s 969 11.93 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 1-( 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 Vj/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 0 11,10 0.600 w 16.62 18.51 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 LD 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 141 19 19 14 27 137 137 98 193 F 20P -13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A -col 0.989 27.40 000 0 0 0 0 0 0 0 0 6 c) AED excursion 9 12 Envelope loss/gain 195 187 419 532 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 331 231 577 583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 231 577 583 15 Duct loads 1 269/6 49% 87 113 26% 1 490/6 152 286 Total room load 418 344 1 730 869 Air required (cfm) 20 16 36 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoTt- 2018 -Mar -30 08.30:01 4A - M • w-- Righl-Suile® Universal 2018 18 0 11 RSU23828 Page 5 ndCGRW\Lol94KensmglonReserveSummerlandCGRW.rup Calc = MJ8 House laces W wrightsoft Right -JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Job: Lo194Kensington Reservesu... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 it 27.5 1t 3 Room height 8.0 if heat/cool 8.0 it heal/cool 4 Room dimensions 13.0 x 10.6 it 10.5 x 17.0 it 5 Room area 137.6 112 178.5 f12 Ty Construction number U -value Bluh/02z-F) Or HTM Bluh/fl2) Area (ft2) or penmeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6y/ 12C-0sw 0.091 n 2.52 235 0 0 0 0 0 0 0 0 t --G 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 y/ LO 13A-2ocs 0201 n 5.57 4.37 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 11 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.42 3573 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 V613A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 a 969 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 1717 17.02 0 0 0 0 0 0 0 0 t 12C-Osw s 252 2.35 84 69 173 162 136 136 343 320 G0. 091 2A-2om 0.350 s 9.69 12.42 15 13 148 189 0 0 0 0 t 13A-2ocs 0201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0 350 s 9.69 11.93 0 0 0 0 0 0 0 0 V612C-Osw 0.091 w 2.52 235 0 0 0 0 84 69 173 162 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 15 0 148 518 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L -D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P -13c 0.068 188 0.98 0 0 0 0 137 137 257 133 F 22A -col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 178 Envelope loss/gain 419 532 1050 1563 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 Of 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 0 Subtotal (lines 61013) 577 583 14631 1697 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 577 583 1463 1697 15 Duct loads 1 26% 1 49% 152 286 261/61491/6 386 832 Total room load 1 1 730 869 1849 2529 Air required (cfm) 36 40 90 116 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid-wrtghtsoTt- 2018 -Mar -30 08 30:01 A •--•• Righl-Suite® Universal 2018 18.0.11 RSU23828 Page 6 ndCGRW\Lot94KensingtonReserveSummeriandCGRW.rup Calc - MJ8 House laces. W wrightsoftRight-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING. 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot94KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 11 0 fl 3 Room height 8.0 it heat/cool 8.0 1t heat/cool 4 Room dimensions 55 x 70 1t 5.5 x 10.5 it 5 Room area 38.5 ft2 57.8 112 Ty Construction U -value Or HTM Area Pt) Load Area (112) Load number BtutVftz°F) 131 112) or perimeter (11) Bt h) or perimeter (1t) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VI! 12C-Osw 0 091 n 2.52 235 56 56 141 132 0 0 0 0 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 1-G 2A-2om 0.350 n 969 10.46 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 11 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 V613A-2ocs 0.201 e 557 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 8 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0 620 a 17.17 17.02 0 0 0 0 0 0 0 0 y1 12C-Osw 0.691 s 2.52 235 0 0 0 0 0 0 0 0 G 2A-2om 0 350 s 9.69 1242 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 969 11.93 0 0 0 0 0 0 0 0 V)I 12C-Osw 0 091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 l_-_-- GG 2A-2om 0.350 w 969 33.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 557 4.37 0 0 0 0 0 0 0 0 11,10 0.600 w 1662 1851 0 0 0 0 0 0 0 0 P 1213.0sw 0.097 269 175 0 0 0 0 0 0 0 0 LD 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 2OP:13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A -cd 0.989 27.40 O.DD 0 0 0 0 0 0 0 0 6 c) AED excursion 9 3 Envelope loss/gain 169 178 42 78 12 a) Infiltration 105 34 0 0 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) 274 212 42 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 212 42 78 151 uct loads 1 26% 49°/, 72 104 261/6 49"/0 11 38 Total room load 346 315 53 117 Air required (cfm) 17 151 1 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wr gistsol t- 2018 -Mar -30 08.30:01 Right-SuileS Universal 2018 18.0.11 RSU23828 Page 7 ndCGRW\Lol94KensinglonReserveSummedandCGRW nip Calc - MJ8 House laces: W wrightsoft' Right -M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot94KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 fl 48.0 It 3 Room height 8.0 1t heat/cool 8.0 1t heat/cool 4 Room dimensions 75 x 9.5 If 10 x 379 8 ft 5 Room area 71.3 ftz 379.8 ft2 Ty Construction U -value Or HTM Area (I12) Load Area (fly Load number BluWftZ°F) Btuh1fl2) or perimeter (11) Bluh) or perimeter (fl) BI h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612C-Osw 0.091 n 2.52 235 0 0 0 0 232 232 585 546t -G 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 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 11 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 11 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 16 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 17.02 0 0 0 0 0 0 0 0 Vf 12C-0sw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 9.69 1242 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0t -G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 V612C-Osw 0.091 w 252 235 0 0 0 0 152 125 314 293 2A-2om 0.350 w 969 33.98 0 0 0 0 12 0 116 408 2A-2om 0.350 w 9.69 33.98 0 0 0 0 15 0 148 518 VL13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0LO11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 R 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 I --D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P -13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 27 318 Envelope loss/gain 51 74 1728 2771 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 of 0 13 Internal gains- Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 674 2450 3005 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 674 2450 3005 15 Duct bads 1 26% 49"/0 14 330 26% 49°/ 646 1473 Total room load 65 1004 3096 4478 Air required (clm) 3 46 151 206 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I.r- wrlgFSYsof t 2018 -Mar -30 08'30.01 Right-SuileO Universal 2018 18 0 11 RSU23828 Page 8 ndCGRW\Lot94KensingionReserveSummerlandCGRW.rup Calc = MJ8 House faces: W Duct System Summary Job: LotWensingtonReserv... wrightsoft• Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 For: RYAN HOMES 3804 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.270 in/100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.270 in/100ft 1283 cfm 126 ft 5 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 BATH C 117 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 Peak AVF BED 2 c 869 36 40 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 869 36 40 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 C 2529 90 116 0.376 6.0 Ox 0 VIFx 20.5 70.0 GREAT RM h 3776 184 136 0.280 8.0 Ox 0 VIFx 29.4 92.0 st1 GREAT RM -A h 3776 184 136 0.291 8.0 Ox 0 VIFx 24.7 92.0 SO LAUNDRY c 1004 3 46 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 4478 151 206 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 841 30 39 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3564 89 164 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 418 20 16 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 247 12 10 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 15 0.306 4.0 Ox 0 VIFx 26.1 85.0 s12 NOOK/KITCHEN h 5246 256 217 0.270 9.0 Ox 0 VIFx 33.8 92.0 SO POWDER h 1505 74 36 0.283 5.0 Ox 0 VIFx 28.0 92.0 sti STUDY h 2021 99 61 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1 wrightsoft• 2018 -Mar -30 08:30 02 Right-SuileO Universal 2018 18 0 11 RSU23828 Page 1 ndCGRW\Lol94KensinglonReserveSummerlandCGRW.rup Calc = MJ8 House faces, W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Cf m) FR fpm) in) in) Material Trunk SO Peak AVF 797 585 0.270 571 16.0 0 x 0 VinlFlx st2 Peak AVF 203 284 0.296 520 10.0 0 x 0 VinlFix wrightsoft• 2018 -Mar -30 08:30 02 Right-SuileO Universal 2018 18 0 11 RSU23828 Page 1 ndCGRW\Lol94KensinglonReserveSummerlandCGRW.rup Calc = MJ8 House faces, W 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 Mat[ Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsoft• Right-SuiteD Universal 2018 18.0 11 RSU23828 ndCGRW\ Lot94KensinglonReserveSummerlandCGRW rup Calc = MJ8 House laces W 2018 -Mar -30 08:30 02 Page 2 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, a -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 3/30/2018 8:35:30 AM Page 1 of 1 e R0.o IOI R.es e' 1 I I --i b v csA I I I I I Z 1 1 I 12x6 Iwcd 1 II 125 7' Q/ i-1 W 1—I m Y-4• CLO a i 14x8 lwcd x16 ma 4 d 3 130U 4' N E I 12x¢ Iwcd S Q x6 wcd 11' 3 iu-' 7- 5' Z 4' III it CI A1i Qa N m 1 II I I1 o 3' bath duct u O J O D Q 1I III a 0toroofcapd11 w/fan 15 c Nutone 696RNB to ; lg'--- rte. I x18 rag x wi I era =a_ Emma 12' a 4 r tall roII 10x6 lwcd 11 4, 63 10x6 Iwcd1 I 4x18 rap 0x6 tall rag 85 - jIram 45 dusk, EM xd II WAR ® 18A9 30 4 Bx4 42X42 A/C SLAB 1 jj lwcd ii Z BY BLDR MIN 4' dryer/.tIrL---- to roof cap- 1p dU pN U -0 2' FROM WALL!/dryer vent box p c- s and18 m ItT 8' 0 O Pand9et0x6wallraOOL sprd 12 m THS32CUIODODAG © zi Z ; }', (1 TH632CUI000DAG ® 3S TON V/8KV 8240V 1PH 1 a 14x8 Iwcd wrI'cla 40va trans 8x13 plan 120 HZ221K platform by BATS C7735A 1000 scales 1/8'111' W-OV1'-0 oil NOTE TO BUILDERMST PROVIDE UNRESTRICTED 1 INCH UNDERCUT ON DOORS TO HABITAL ROOKS Transfer ducts/grRts sized In conpliance with Florida Residential Building Code -H1602.4 balanced returnair. EXCEPTIONS 1-3 111111 ILI IJ I 12x12 rag r— 10 Pei L J 2-2 1 14x8 1wcd 35 H 215 . 8' 3' bath duct to roof cap w/fan Nutone 696RNB 2=0- Iolo- 2coo- Must have a mInImurl clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. v C 06 N p_0NOp Q F i Kl yT` O V L S cn m Z UJI UJ O Q M M O F --I H I --i Z LLQ N Q/ Q W 1—I Li > 0 owY 3 E I Q 0 Z L7 1).— WQ 0 Q U oNcu Q ( M , (/) O Z O N m LUQ Z J Z o w O J O D Q W mCLJ(n00 R,441. 4ameS Sit Meiap- 4r-40 A00a2 c-rqq * 'Kc7.Ls )/IL -7a 0) dc.AFAw i v M 4 RECORD COPY I it, Vim' o a 3 0 Z st+ dfang Plumbing, M. u CFeo S 0 NC _ SANFono O AgRTM 18-1949 iN VTT- RECORD COPY DESCRIPTION AS FURNISHED: Lot 94, KENSINGTON RESERVE,' os recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 30 EP 15-10iLmPALMHAMMOCKALLOTMENT P.8.1, PGS. 104-105) ZONIN DATF_l21 g — N 0001909" W 40.00' _ _ _ _ _ Ok to construct single family home with setbacks and impervious area shown on plan. 50. $ % rp• 23.17• LOT 94 23.17• o Sulnlvxer land - C, 26.0' A\C o 5.00' c EXTENDED LANAI 5.00• • 30.0' 5.00' EQ C o PROPOSED MODEL w SUMMERLAND-C D O g 2 CAR CAR40E RIGHT h tl•h 470 CO ~ h oh Q ~ LOT 95 ENTRY LOT 93 5.00" 8.7' P.C. 44.44' 1d 16' 5.00' WALK DRIVE 10' UTIL. ESMT. 5' WALK z \ CURB N 00°19'09 " W (e.e.) 40.00' CRA XL.ETY DO TSN L OOP 50' PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY"""" PER DRAINAGE PLANS FRONT a 25 PLOT PLAN AREA CALCULATIONS REAR a 20' PROPOSED DRAINAGE FLOW GY5 IMPERVIOUS COVERAGE - 2,3351 SQUARE FEET OR 50.88 SIDE 5' FOR 40' LOTS LOT GRADING TYPE A \ $Q: 5 LOT CONTAINS 4,600.* SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 31.5' LMNG AREA CONTAINS 1,5481 SQUARE FEET SIDE a 10' FOR 75' LOTS Q CWC/LANAI/PORCHCON[ LANAI PORCH CONTAINS 7871 SQUARE FEET SIDE STREET a 25' CRUSYENME'YER—SCOTT c ASSOC. , INC. — LAND SUR VE'YORIS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P . PLAY Pal- . POINT ON LING NOTESF . PIELD TYP. • TYPICAL IP. . IRON PIPE PRC . POINT OF REVERSE CURVATURE IRON ROD PCL • POINT COMPOUND CURVATURE 1, THE UNDERSIGNED DOLS HEREBY CERTIFY THAT THIS SURVEY ME£IS INC STANDARDS Of PRACTICE SET MIN BY THE FLORIDA DOWD OF C • RAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER 3I-17 FLORIDA ADMINISTRATIVE CODE PURSUNIT TO SECTION 472.027, FLORIDA STATUES SCT UN. • VB' IR •/DLD ASDi NR NON -RADIALSEI/VCONIA SLV 43T 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEN., THIS SURVEY MAP OR COWES ARE NOT VAUD D • RCC. RGINT 1. THIS WAS PREPARED FROM 1111E INFORMATION NRNLSNED l0 THE SURVEYOR. (HERE MAY BE OITICR RE571RICTIONS EOHM CAL CALCULATEDOrMANCECALL • CALCIRENCDP.O.D. • POINT OT OR CASEMENTS 11AT AFFECT 1105 PROPERTY. IAC. . POINT OT EOIDNCNCCMCN7 PAX REFERENCE MDNUNENTC 4. No UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. UNOD FINISHED IR • MAIL L IS T:. • FINISHED FLODR K LINE IRRRLD • NAIL L DISE DSL • DUMPING SCiDACR ZINC B. THIS SURVEY IS PREPARED FON THE SOLE BENEFIT OF IN= CERITFICD TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. RN. RIGNi-N-VAY DAL • DENCMMARK 0. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 10 RECONSTRUCT BOUNDARY ONES. CENT. EASENENT D.R • DASC WARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) DRAIN. • DRAINAGE 0. ELEVATION$ IT SHOWN, ARE BASED ON NATIONAL GCODEITC VER" DATUM OF TV". UNLESS OTHERWISE NOTED. UTIL. • UTILITY CLIC. • OWN LINE FCNCC B. CERRFIC Ir OF AVIN0)M1)DN W 4NO. VD.FC • VLDD FCNCC CID • CONCRETE DLOCK SCALE N- 1'- 20- DRAWN BY: • r- • P01NT 1T CURVATURE P.T. • POINT LT TANGENCY CERTIFIED BY.• DATE ORDER NO. TRSC. • DCSCRiPTION PLOT PLAN 03-20-2018 1587-16 A RCD1LCNGTR p • DELTA C.D. • CHORD WARING NORTH THIS BUILOINC/PROPERTY DOES NOT UE WITHIN & UCiEN'WTH£ ESTABUSHED 100 YEAR FL000 PLANE AS PER FIRM' R R. ZONE X' MAP / 12117000OOF (09-28-07) TT LS If Aml ROOF TRUSSES A FLORIDA -CORPORATION 4451 ST. LUCIE BLVD , FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMESco W 7- n v M PROJECT: KENSINGTON RESERVEo uo o COUNTY: SEMINOLE L LOT/BLK/MODEL: LOT:94 / MODEL:SUMMERLAND / ELEV:C / GAR R JOB#: 71762 MASTERM WRCSUCE OPTIONS: 26X10 EXT. LANAI Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 4-7 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: SUMMERLAND "C" Address: Subdivision: City: County: VARIES 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/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -86 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 A0193417 A01 12/19/17 13 A0193429 CJ2P 12/19/17 25 A0193441 FL01 12/19/17 2 A0193418 A02 12/19/17 14 A0193430 CJ3 12/19/17 26 A0193442 FL02 12/19/17 3 A0193419 A03 12/19/17 15 A0193431 CJ3A 12/19/17 27 AO193443 FL03 12/19/17 14 A0193420 A04 12/19/17 16 A0193432 CAP 12/19/17 28 A0193444 FL04 12/19/17 15 A0193421 A05 12/19/17 17 A0193433 CJ5 12/19/17 29 A0193445 FL05G 12/19/17 6 A0193422 A06 12/19/17 18 A0193434 D05 12/19/17 30 A0193446 FL06GE 12/19/17 7 A0193423 A07 12/19/17 19 A0193435 E01 12/19/17 31 A0193447 FL07 12/19/17 8 IA0193424 B03 12/19/17 20 IA0193436 E02 12/19/17 32 IA0193448 FL08 12/19/17 9 A0193425 B03E 12/19/17 21 A0193437 E03 12/19/17 33 A0193449 FL09G 12/19/17 10 A0193426 B04 12/19/17 22 A0193438 FG2 12/19/17 34 A0193450 FL10 12/19/17 11 A0193427 I CA 12/19/17 23 A0193439 I FG3 I 12/19/17 35 A0193451 FL11GE 12/19/17 12 A0193428 CAA 12/19/17 24 A0193440 FG6 12/19/17 36 A0193452 I HJSC 12/19/17 The truss drawings) referenced have been prepared by MMek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely 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)(rDO[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 TODs (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 professionalAnthgny T. Tombo, Ill engineering responsibility for the design of the single Truss depicted on the TDD only/ The Building Designer is responsible for and shall coordinate and review the TDDs for It11111111/ S. TpM A,. 0.0Q,•j,•.G E N 8F ••, Z No 8009 '1 I I !! _ ! compatibility with their written engineering requirements. Please review all TDDs and all w III, P.E. SERIAL #: related notes. 38 BC A2 2100 00 00 00 4C 12 B7 DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3A-1 ROOF These truss designs rely on lumber values established by others. A#MTRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE No. Seal # Truss Name Date 37 A0193453 HJ6P 12/19/17 38 A0193454 HJ7 12/19/17 39 A0193455 J5A 12/19/17 40 A0193456 J5C 12/19/17 41 A0193457 J5E 12/19/17 42 A0193458 J6P 12/19/17 43 A0193459 J7 12/19/17 44 A0193460 M6A 12/19/17 45 A0193461 M6B 12/19/17 46 A0193462 MG7 12/19/17 47 A0193463 VM3 12/19/17 48 A0193464 VM5 12/19/17 49 STDL01 STD. DETAIL 12/19/17 50 STDL02 STD. DETAIL 12/19/17 51 1 STDL03 STD. DETAIL 12/19/17 152 STDL04 STD. DETAIL 12/19/17 53 STDL05 STD. DETAIL 12/19/17 54 STDL06 STD. DETAIL 12/19/17 55 STDL07 STD. DETAIL 12/19/17 56 STDL08 STD. DETAIL 12/19/17 57 STDL09 STD. DETAIL 12/19/17 58 STDL10 STD. DETAIL 12/19/17 59 STDL11 STD. DETAIL 12/19/17 60 STDL12 STD. DETAIL 12/19/17 61 STDL13 STD. DETAIL 12/19/17 62 1 STDL14 STD. DETAIL 12/19/17 63 STDL15 j STD, DETAIL 12/19/17 64 1 STDL16 I STD. DETAIL 12/19/17 Page 2 of 2 Jobr Truss Truss Type oty PN RYAN HOMES / SUMMERLAND WRCSUCE A01 Hip Girder 1 1 A0193417 TC 0.84 Vert(LL) 0.29 10-12 999 360 Job Reference (optional) Al &toot 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. Tue Dec 19 14:43:32 2017 Page 1 ID:?sOQvllzBGko2hFpRrbzzzOpep-ZEaEo?kEjW VeJigXIT_xk9Xmb4F?4uZH2oLWvKy7O_P 1-0 7-0-0 12-9 17-7-7 23-0 0 3D- NI—A-0 0-0.0 1 1 7-" 5-9 5-2-13 7-0.0 1 Dead Load Dell. = 5/16 in 27 28 29 11 30 31 32 4x10 = 2x4 11 3x8 = 500 MT20HS= 3x6 = 2x4 11 400 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.34 10-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-24 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 187/143 2 = 59(LC 8) Max Uplift 2 = 825(LC 4) 7 = 825(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1712, 3-20=-6367/2231, 20-21=-6367/2231, 4-21=-6367/2231, 4-22=-6367/2231, 22-23=-6367/2231, 23-24=-6367/2231, 5-24=-6367/2231, 5-25=-6390/2241, 25-26=-6390/2241, 6-26=-6390/2241, 6-7=-5135/1710 BOT CHORD 2-13=-148914652,13-27=-1485/4668, 27-28=-1485/4668,12-28=-1485/4668, 12-29=-2125/6390, 11-29=-2125/6390, 11-30=-2125/6390,10-30=-2125/6390, 10-31=-1490/4663, 31-32=-1490/4663, 9-32=-1490/4663, 7-9=-1494/4648 WEBS 3-13=0/5(4, 3-12=-732/2061, WEBS 3-13=0/504, 3-12=-732/2061, 4-12=-690/480, 5-10=-700/478, 6-10=-746/2092, 6-9=0/494 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=25ft; Cat. II; Exp C; End., 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 825 Ib uplift at joint 2 and 825 Ib uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 Ib down and 238 lb up at 7-0-0, 123 Ib down and 143 Ib up at 9-0-12,123 Ib down and 143 Ib up at 11-0-12 123 Ib down and 143 lb up at 13-0-12, 123 Ib down and 143 Ib up at 15-0-0,123 Ib down and 143 lb up at 16-11-4, 123 Ib down and 143 Ib up at 18-11-4, and 123 Ib down and 143 Ib up at 20-11-4, and 240 Ib down and 238 Ib up at 23-M on top chord, and 365 Ib down and 82 Ib up at 7-", 88 Ib down at 9-0-12, 881b down at 11-0-12, 88 Ib down at 13-0-12,881b down at 15-0-0,88 lb down at 16-11-4,88 lb down at 18-11-4, and 88 Ib down at 20-11-4, and 365 Ib down and 82 Ib up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 Ib FT = 0% 4 t 10) In the LOAD CASE(S) section, loads applied to the lace 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=-60,14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6= -193(F)11= -70(F)13= -365(F) 9= -365(F)20= -123(F)21= -123(F)22= -123(F) 23=-123(F)24=123(F) 25= -123(F)26= -123(F) 27=70(F)28= -70(F) 29=-70(F) 30= -70(F)31= -70(F) 32=-70(F) 1sq•karlag11t,1•nrb'111701 a1SS6rYa11'=rlltal RlW1(M71AC0fb1pR1'Ir1II';UUCnI%x111'be 4Al YJp N'romdml wn nl Lel MuppnglR0;db1ei111r R114Wm11eeMn er tluf OnnuaNsLlDl,y dlld uaax11se1s 4fa1u1MY171sM a1 1) 1 inn Mq loprapt,llLidl lopoelWs on 01111p11M saaFm dal MdK*W1"Minfgowdo; M d lltpdal lapl 1nu67tn1 a M ala¢.elt 1,11 M1MpeugenWqudowLW*" Anthony T. Tombo 111, D.E. t\ x80083 4 as tow.aWaft ro eled pdal db Ldygadildlp b."mmr) ldrmbp mnsdallxl n,dadb P"Phu ml r1b,niou""s ellen 01101'"s pop. I'm Madylopm inst tn4Tr.eSn 4451 St. Lurie Blvd. re Im N*I*mL91Ylflq lave'a laeSlnstgw xsp slogu"2 W..noeldaleml. Fort Olerte. FL 349x6 tglripb O 111/ A l lwl hsssts • A1duy 1.Iso1s W. /J. 14ploisoils if ibis Imam itoq loo, is plolilhtl Qbcol tit .liths ptmnsid how A•I bol hisses • Asildy 1. WWI, 1`1 WRCSUCE IAO2 IHip I I I r% r rrry r1Ulwts / SUAO19MMERLAND .,, 1 1 3418 4x6 = 3x4 = 4x6 = Dead Load Dell. = 318 In 3x6 II 3x4 = axo wn= 3x4 = LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in (loc) I/den TCDL 10.0 Lumber DOL 1.25 TC 0.62 SC 0.70 Vert(LL) 0.36 10-12 999 BCLL 0.0 Rep Stress Incr YES WB 0.46 Vert(CT) 0.75 10-12 478 BCDL 10.0 Code FBC2017rfP12014 Matrix Horz(CT) 0.08 8 n/a MS Wind(LL) 0.16 12-15 999 LUMBER - TOP CHORD 2x4 SP M 30 'Except- NOTES - T2: 2x4 SP Not BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2 = 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 1260/0-3-8 (min. 0-1-8) 2 = Max Uplift 74(LC 13) 2 = 8 = 357(LC 8) Max Grav 357(LC 9) 2 = 8 = 1260(LC 1) 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-709/0, 3-4=-2162/1409, 4-5=-1918/1412,5-6=-1918/1412, 6-7=-2162/1409, 7-8=-709/0 BOT CHORD 2-12=-1089/1904,11-12=-1345/2186, 10-11=-1345/2186,8-10=-1092/1904 WEBS 4-12=94/494, 5-12=463/310, 5-10=463/310,6-10=-94/494 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=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;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 357 lb uplift at joint 2 and 357 Ib uplift at joint 8. LOAD CASE(S) Standard 3x6 II Ud PLATES GRIP 360 MT20 244/190 240 n/a 240 Weight: 133 lb FT = 0%u o-r rr+t4-Ilr rip. r'11 W01 M36(YUIPI pIElx alln l fDIDIII[NfIll0xj t7711lUDtIIKYrrrq i,,* *lop lemon d nd-rn-rrLru MpAnglRQd b lAq l.lsbq l l M -m lbrl "M dnr 4rnu rN rr ip,y Zh Ibhpnnynb.4rquxo ra+a4,rYdlaVq WdIM1IIb MrrlGld.bymlrlmr.d FAnth-yT.Tomboill,V.E. I+=nb R rt.>ab mo Ir.tbl0odhrt+.I P4rAr,r0 ba4 World'iqlmqYmebwdruJ la 80083 tft u drytbs,agcy.-mya oPxnrwtitrlm auPtq.uutnrw,v{ny..,Im 1Mr.hwarwrr4rvr,Mxmneerm ml'wldw,r46mMy...Ln wuPrp,.11m rrn.e,. St. Lucie Blvd. pPiIM0IDI{A•Ilodlrotuf•A-rb-rl.loebolll,PJ.hpwits"odllirloanrm,i-nplbo,itprolilixl-illsolllnrixnptnd,ti"h.A•1hotlmKt•iodnryl.Ioodol0„LL erce,FL 34946 Job. Truss Truss Type QtY DEFL. HOMES/ SUMMERLANDWRCSUCE Well A03 Hip JPIYIRYAN 2 Plate Grip DOL A0193419 Vert(LL) 0.58 13-16 622 360 Job Reference (optional) Al lioof Trusses, Fort Pierce, FL 34946, design@altruss.eom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:43:33 2017 Page 1 ID:?sOQvlizBGko2hFpRYbzzzOpep-1 Q8c?LksUpdVxsFjOBVAHN4zZTcVpUDQHS54Rmy7O_O NI -Jo 7-1-8 11 0 0 19-M 22-10-8 30.0.0 1 7-1-8 3 10 8 8-0-0 3-10-8 7-1-8 1 5x6 11 Sx6 11 Dead Load Dell. = 3116 In 4x6 II 30 = 4x6 = 30 = 4x6 11 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.36 13-16 995 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/55, 3-4=-2186/1561, 4-5=-1968/1385,5-6=-1800/1341, 6-7=-1968/1385,7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953,12-13=-961/1800, 11-12=-961/1800,9-11=-1266/1953 WEBS 4-13=-362/394, 5-13=-152/438, 6-11=-152/438,7-11=-362/394 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=25ft: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone: cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 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 339 Ib uplift at joint 2 and 339 Ib uplift at joint 9. LOAD CASE(S) Standard PLATES MT20 GRIP 244/190 Weight: 129 Ib FT = 0% 0a to.4 hwbiwdyrrx.bYlnOilelSbt'SIUU'1Q111LLRW1f 6Nf1119m{rT!r;IIOCiIL'JIRba1l,rMiYppohndrtdultabtLmbylh1.g11I0;dbbAmrl lmb1L?1 hI. nflWMna1 4hltdlf.xlmdwblp.ay 01111o9i ' ot"&WYadbbInba.ml Utinu ALp lgbxp1.111a>f 4/IIMLbvll glrlO t+uprrlib/BtLWgJnM1l nyoYlrq Ir b btpdb to ImsLv M sob 10Wl.r tnMi. n bvp n,na.wytownal01" Anthony T. Tombo 111, D.E. m 1161WlmtbqMinhbatlwtddy460... h10.at11vliz nowt Wly I.W,.b11mn4blx,b C d Mbbdbin4d IFI 111 p1W4bnldsb111a biro.d lm01tbg1.dlmbadblvMtMbbnymWU! J80083' So Wq kwd 4011tr.0.1%ialb• Is 110W b pmbt81 pdb11/b bbg flrMam 1L10 hlp m pm~b lh W1111 mldxnurb pW PAM Mi tlnb nptu"sdlbtfbhw/pvp.lml b.pbpw no ImsNdIJ:Y,aLt1 4451 St. Lucie Blvd. Aa.hl Wum 11t1 ogWgabaq ll prab4.111b toss Gtt/tyxxhl(Ibldq Mtym,vimtSpahrybdgbll' Ybtlmlinosmaldrmbml, Fort Pierce, R 34946 Gppiol0MiAdled hoIttrAmMgl.IMmbeIll. rJ. trphboitMdIbis lororoLihultwo, isFAIVOW ObsoftvmhtrtrmittiwbwAdkdbaxt•Ambur1.botdN,r.I. Job Truss Truss Type CSI. Ply RYAN HOMES / SUMMERLAND WRCSUCE A04 Hip 72 1.25 A0193420 Al Roof Trusses. Fort Pieree_ FL 349da dwelnnrTniun,ee 799 Ud 360 BCLL 0.0 ' Job Reference o tional cv r. rnm: o.izu s wov 12 ZU17 MTek Industries, Inc. Tue Dec 19 44 11 44 11 Dead Load Dell. - 3/16 In 06 II 30 = 4x6 = 30 = 06 II LOADING (psf) SPACING -2 0 0 CSI. DEFL. in (loc) I/deb 104(LC 16) TCLL 20.0 TCDL 10.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 Ud 360 BCLL 0.0 ' Lumber DOL Rep Stress Incr 1.25 YES BC 0.97 WB 0.25 Vert(CT) 0.6011-13 596 240 BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Horz(CT) Wind(LL) 0.10 9 0.31 13 n/a 999 n/a 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and requir tinGossbracingbeinstalledduringtrusserectio accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170,34=-2249/1650, 4-5=-1926/1395,5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017,13-22=-845/1532, 12-22=-845/1532,12-23=-845/1532, 11-23=-845/1532,9-11=-1365/2017 WEBS 4-13=465/531, 5-13=223/498, 7-11=-465/531, 6-11=-222/498 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 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 nonconcurrenl 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 240-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 Ib FT = 0% Yli 1'4.6•Il ne nmBnwlrl apJu ntl6rfOr71A0nmlDllr'CI!r;rmCNK IRI..Id,NI Pwdndml WnwetllwrOnP wAl ldrlMnrwNarl M en YmMrr wr Hw,6.w YW wb101..j I d.bllrnhwYlrnAWbnrsM ntl U.inu MvP l4n p..Spq ywrtJ,erWwg1011r ebrsmltr er /wYrlAm'11r4wWWbsrMp/Or s.yr inn Mbrwbl0i r¢.d RI heyp m PrnMlgrdewi vMfRw1MW91rbrupfBd!/bAn.bO.air.EstrM¢s bld6q lwP'..brw7n 64bCdhYd1.Y 1Mrdlltl. lM prN/OrlNdw, bn rwdblm dl b Oy 011p.bW EwdYwq u Mbnymdln/ MCIMy T. Tombe ill, P.E. emi1 1 mow.rw4h 1++rM1 hl.uh tdr r lwwrlhrndw. 1AlwlLpvdpJwu.IM1lNrrblapw,ltmrdWftbhnrMy.hwrAfpFgrmdIMS q 4a1.wm a 80083 e W nrelrla.rmrhm.t rnt.rwue uorarro rwWN Iel. 4451 St. Lucie Blvd. inti'7 01011A•IiNlbnttn-Aulnryl.lnmkltl.pl.hprdnuinnd114dKorm,ionylwolitpobililtlrnkolit riktsF"ssinhN,A.Ibollmxr•/uAayIbat.lit pl. Fort pierce, FL 34946 Jobs Truss Truss Type OtY DEFL. RYAN HOMES/ SUMMERLAND 1/dell Ud TCLL 20.0 Plate Grip DOL A0193421 WRCSUCE A05 Common 5 PIY 1 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 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. Tue Dec 1914:43:35 2017 Page 1 ID:?s0OvilzBGko2hFpRYibz=Opep-zpGMOOm70RtDA9P6YcXeMn91ZHCwHI?jkmaAVfy7O M 1-0 0 B-" I 15-0-0 + 22-0-1 30-0-0 31-0-0 8-0-0 7 0 1 740-0 7-11-15 -0.0 5.00 12 4x6 = Dead Load DeB. = 114 In 4x6 II 3x4 = 4x6 = 30 = 4x6 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (hoc) 1/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in 71accordancewithStabilizerInstallationguide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=2207/1601, 4-5=-1996/1528,5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601,9-10=-944/109 BOT CHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363,13-24=-737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=471!701, 8-12=-425/553, 6-14=471/701, 4-14=-425/554 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 Ib uplift at joint 2 and 374 Ib uplift at joint 10. LOAD CASE(S) Standard 1 R1 PLATES GRIP MT20 244/190 Weight: 137 Ib FT = O% Yoq • Ienrbmlll rl•Y.b Y 117[1 InSSf!(SIUVj 01!111 riU61lD1aIB13nS17x1-67i1;111UiItKY11'b IMI btlp Nnmw d mldn=btl,el Mp YI.IRP,d Y lehl l brb 41LhbmAMMn,b. dnl6r.m Wd sb IA6..j WM1IrYhaw lho/hlabnbbbl71YbM/U11nu M1llgrepr,Sp7dllryrrlmftlYglotrpmwomllvdbMlYlxN4anylmMYSWMOrM}dOr Nyr lnu L mlwblOYY¢. ds Rl. blwp w po Yltyr wL dOq Anthony 7. 7ombo ill, D.E. I dmdhblmhYgbgyhbrupnbb!IbAr.bO.aihdWdgtabl.N Eeapr,Ybi=badbtlb0;dbbd1.71gnbdllN iM rrddhlpdgWnrdblm aire hOSmgr.badNtlY dOYelny glnd 480083 b tdlyMpo dberer. UslfmM blW dbpxmhNrAlmdbbdy lll/OlYfderldgerr OgpWb1lI IYdIxlnMrwl pwd plwa es1YLh4rrhpaulsntlYbhYbLmbyn,lwh Mr lap-tllmhrr/K n,.n 4451 St. Lucie Blvd. AY.m 1Arb 11rbf10gdrp Y.mr h•Iwnwtl,d. binlh hhlp[ywYlClblflel Myw.MImlSSfli6Ruudq Ugld d Y.YwbldtlYllll. Fort Pierce, FL 34946 Gphi16t02116AI goof hlssrs•AIO/g1.Into III, ?.I trpolaioWAisIonnAiemay tbaitpol NIwibm1tle=rinnptminiMh/wA•Iteaflnssrs•bhAny1.LYbfft,H. Job Truss Truss Type OtY DEFL. RYAN HOMES/ SUMMERLAND I/dell Ud TCLL 20.0 Plate Grip DOL A0193422 WRCSUCE A06 Hip 1I JPIY 1 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) Job Reference (optional) ' Al Roof Trusses, Fort Pierce, FL 34946, design@altruss corn 6x8 Run: 8.120 S Nov 12 2017 Print: 8.120 S Nov 1Z 2017 miTex Industries, Inc. TU8 L1e0 18 14:4J:Jt0ZU* Y 3x6 = 4x4 4x4 = Dead Load Dell. = 7116 In 4x6 II io 3x8 = 5x6 WB= 3x8 = LOADING (ps, SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.79 14-16 454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 12 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 14-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No -3 SLIDER Left 20 SP No -3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/249, 3-4=-2248/1576, 4-5=-2086/1470,5-7=-1723/1251, 7-8=-1904/1404,8-9=-1897/1384, 9-10=2056/1441, 10-11=-2244/1560, 11-12=-726/240 BOT CHORD 2-16=-1290/2006,15-16=-1367/2180, 14-15=-1367/2180,12-14=-1281/2000 WEBS 4-16=-187/257, 5-16=-249/471, 8-16=-462/344, 8-14=-346/369, 9-14=-290/509,10-14=-174/296 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=25ft; Cat. ll; Exp C; Enc., 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 8 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 we 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-" 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 336 Ib uplift at joint 2 and 413 Ib uplift at joint 12. 8) Graphical pur in representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. LOAD CASE(S) Standard 4x6 11 PLATES GRIP MT20 244/190 Weight: 150 Ib FT = 0% 0 3 wwd"-r nt I IM nrssarnutr1 arm 1111111(aahtrsdi191lrti1l';llUkn[Kwllr be 1st 6up pawn d olwblwnl hm kpbwn(TWuI6 admr 1. Irk itt bba, SWW"m bM/en.a w11wM1r1.mY Y1LltermilyfsrMb.WYbnlbkMl 4rbm"lq— 01.sP:idI bPx:r ur *in lM igeuaempacidift rd4+w7mNWW 1111 6sp011h V011,1/Qrmlaft 110-.wb%I 1w iKP map" M114"M nsoft Anthony T. T(1mtio III, D.E. I dluoMlmshgkdl.ghbmploogohAa.hO.rislbitdresx61dE4krrr,bnanoblm,bBJaYd1.Y nbdlM1l.M4xlMIor101d kUnlrlYlmtd,yleo14mg1.b01 wdbago pkYny uWto x80083 Y IwYgM adbemm Omlwwwalredbxtmnlw4 POOnloa Wgbeerasowt Mmmltl0fj lobot11t n1d LlaordaYY Ptip.tai UN btn Mn+peoWlNantLbmkup.h,1sMpfgw Alms Ylh n,h1 4451 St. Lucie Blvd. sleeb Ido IteGlaq,1l stm w ring h V pmt b,o,t! 0linukwpt*= b IPI m WJatkupp,w hiss $lei brow Lmt Pdq Dms1aN:m antialbill1. Foil Pierce, FL 34946 ppipU0101AAdteellnsus•bborl.ItmbeW./.I.ttpnlMieedbisJawnm,ienitwo,ispolilBelwibl/IbewiflaptsmistinhemA•14dlnssts•Abbtorl.Inhill,M. Jobs Truss Truss Type OtY DEFL. HOMES/ SUMMERLANDWRCSUCE 1/deft Ud TCLL 20.0 Plate Grip DOL AO193423 TC 0.98 AO7 Roof Special Girder 1 JPIYIRYAN Lumber DOL 1.25 BC 1.00 Vert(CT) Job Reference (optional) At fkoof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:43:36 2017 Page 1 ID:?s0OvllzBGko2hFpRYibzzzOpep•S?gkeMnlnk?4oJ_16J2tv?hOWhYo0hZtzOJk25y7O L 7100 657 F 108-0 I 14 1864 23-00 261-3 3000 $1-0q 6-5-7 4 2$ 3.8-0 4-2-4 4 5-12 3 1-3 3-1053 1 40 = Dead Load Dell. = 5116 in 5x6 = 4x8 = 5x10 MT20HS= 3x8 = 6x6 = LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) 1/deft Ud TCLL 20.0 Plate Grip DOL 1.25 - TC 0.98 Vert(LL) 0.3211-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.6111-12 587 240 BCLL 00 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3511-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except' T4: 20 SP M 31 BOT CHORD 2x6 SP No.2 'Except' 82: 2x6 SP 2400F 2.0E WEBS 20 SP No.3 WEDGE Left: 20 SP No.3, Right: 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 5-14 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1828/0-3-8 (min. 0-2-3) 9 = 2771/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 540(LC 8) 9 = 929(LC 9) Max Grav 2 = 1828(LC 1) 9 = 2771(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3626/1083, 3-4=-3324/1033, 4-5=-3308/1021, 5-0=-6027/2023, 6-7=-6027/2023, 7-8=-5790/1939, 8-9=-5801/1966 BOT CHORD 2-14=-974/3266,13-14=-1590/5317, 12-13=-1590/5317,12-21=-1683/5396, 11-21=-1683/5396, 9-11=-1723/5235 WEBS 3-14=-316/299.4-14=-662/2255, 5-14=-3048/1123, 5-12=453/1015, WEBS 3-14=-316/299,4-14=-662/2255, 5-14=-3048/1123.5-12=-453/1015, 6 -12= -268/193J -12=-331f776, 7-11=-328/1290,8-11=-139/270 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=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 24)-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 540 Ib uplift at joint 2 and 929 Ib uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 Ib down and 238 Ib up at 23-" on top chord, and 1522 Ib down and 540 Ib up at 21-4-12, and 365 Ib down and 82 Ib up at 22-11-4 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) 400 = PLATES GRIP MT20 244/190 MT20HS 187/143 0a Weight: 172 Ib FT = 0% Standard Vert: 1-4=-60,4-5=-60,5-7=-60,7-10=-60, 15-18=-20 Concentrated Loads (lb) Vert: 7=-193(8) 11=-365(8) 21=-1522(8) tcry llnebndlrrMr•h'I np l 1"IL I l.Ilh—UNW-M dnidrr•nr MdrY K -j Iblrl rlribrlbsimrMlleb MblrnW Urlmi Mlp lrp aQr.ycWl4pael,budwglllrgmeisevprrdm pdidd Opts" misullrr m m inpdm ieyr mnhrml nm Im elp.rrb MI. A6gr nugbe.4rqumw>.umIL1 Anthony T. Tombo 111, P.E. tlMdblmimgldlgbbrqwdm!dmw,e.bp.a lamvNQsebt la ,mnenrlblq.b[dbbdl.Y;nNdIIN Mgpmddb TOO rail re, ldlrrdim lmudrsl loft weir. --80083 b leYgMpe dfw;ror Uniwrem101dbpauitlprinidmpNg4llw ldesrb>w QCJfIdYYN lr nlallW nrArutlb pmdtWn 11N Yiribrri IsntlgnlbLni bxp.hM Mylgorotllmi mrMe,aSit 4451 St. Lucie Blvd. Ancor Imul Ilr(u7egtlw• amS h dreui mdrri h Inu Mrr'Igme b ICI m I1Yq Aupa, a ImiSr0e bOrrs dq ady IAmekrlY.0 n nidal bull Fat Pierce, FL 34946 sppieb0f11AA-Illrlhours -Anlay1.100h111.J. trpnleoind11it1aoenl,unrlow ispi4il8dWakembetwinnpereisiieshmA-Ihot hlsus-Allharl.bn6olii,1 Job Truss Truss Type Oty DEFL. RYAN HOMES/ SUMMERLAND I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL A0193424 WRCSUCE B03 Common 5I 1PIY 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 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 M7ek Industries, Inc. Tue Dec 19 14:43:37 2017 Page 1 ID:?s0OAIzBGko2hFpRYibzzzOpep-wBN7rinNY27xPTYUtOZ6RCEk15tSIleOC43HaXy7o K 6-5-714-10-88014-10-8 , 21--0 ,22 Q 1-0 0 6.5.7 4-2-8 4-2-9 6-5-8 1 0 0 40 = Dead Load Dell. = 3/16 in 3x6 11 5x6 = 3x6 11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.3510-17 726 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.06 10 999 240 Weight: 96 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2 = 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 16) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav, 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 3-4=-1433/1075, 4-5=-1127/850,5-6=-1127/850, 6-7=-1433/1075,7-8=-923155 BOT CHORD 2-10=-832/1271,8-10=-837/1271 WEBS 5-10=-394/604,6-10=-370/444, 4-10=-370/444 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=5.0psf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exlerior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 274 Ib uplift at joint 2 and 274 Ib uplift at joint 8. LOAD CASE(S) Standard lbs" 6-lrn . ft 'A I np nran(VULI) Q@1 AIMS11I("Xnmlpbl-krlr; I(DeVIN Pbn."6r4 pstlnfd nelson ablbm M.p brq(W.'d r lAar l habit rt ldsrm llM Wn er Islas NIdara 16111.r•'1 WIdI alYn tlObndbbr nlbr.el btlmtM41gbsopr.%IirFnlbu/nglWipma o u crdwpdKbn/Anthony T. Tombo 111, D.E. d. dAa lmhYq Irwin b 0s.q.ddt! ON, e...flaOwsaorrbdaplsbtlW.riMup,rbnrledb LLbl'dbMNlat dldRll.M1pnd/Madan bH iudlrfm d ld)ry rrgr. bYdeedbrrl JibbnyoWUld 180083 bldtglnprdlairsr thensosorbToalta lsoM1rdpans dblbdty(rgNbolbaa+o IlOrjpNlblHnhdllUnrtlrnrrbpeipr4uANldrhu ryelilsrhdbr+dLhmbcp.himrn.pfgredlmhbdrrr,aSu 4451 St. Lucie Blvd. aJr.ht rdlyd alt[soadgrd aprM4hdlputlydnA lbIms hlglgtrr b 101& w4a;k4 r. r l+ollos lyra del Map 1lmdedNn rrrlddeml Fort Pierce, FL 34946 y( gpitb07014A•lbdllatut•AulelylJobsIN. rl, trpnlediudbllihostatisantoo,istrolilildridae1ltrldbaprrenusobanA•Ikdbnut•Aadegl.bhntoIN, P1. Jobs Truss I Truss Type QN 20.0 HOMES / SUMMERLAND 1.25 TCDL 10.0 Lumber DOL 1.25 A0193425 WRCSUCE B03E Common Supported Gable 1 jPly RYAN 1 Code FBC2017/TP12014 WB 0.06 Horz(CT) 0.00 14 We Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34945, design(dlaltruss.com Run' 8.1ZU S NOV 1Z ZU17 Print: 8.1ZU S NOV 1Z ZU17 mi lex Industnes, Inc. I ue Uec 19 14:4XM ZU11 4x4 = 3011 24 23 22 21 20 19 18 17 16 3011 LOADING(psf) SPACING- 2-M 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 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-&7, Right 2x4 SP No.3 1.6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS. All bearings 214-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-110(LC 12), 16=-104(LC 13) Max Grant All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271, 8-9=-115/271 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=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;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 ANS11TPI 1. 4) All plates are 1.50 MT20 unless otherwise indicated. 5x6 = CSI. DEFL. in loc) I/deft Ud TC 0.08 Vert(LL) 0.00 14 n/r 90 BC 0.05 Vert(CT) 0.00 14 n/r 80 WB 0.06 Horz(CT) 0.00 14 We n/a Matrix -S 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=1b) 24=110, 16=104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 110 lb FT = 0%. We.q.M11r,b nils 1011. As 'A l loaf t106 ma'1 GUW 1!1111 t (00MIS No M. r)4bolup trip. 1.6 Murlcow"WI 0 61110.10 Oft ru be nrb blie . It "Al IsIIna byhilln yo.**kbp.r w.oryrlhPM 00~16 ra„r.r.n.1ny.n0 r b wg r r.1% hes pr.rw.n.re frit. to bvpnwtan ryam.,,"Milb Anthony T. Tombo 111, D.E. r -Ont bul.we+4orny.aMdile 0..%No's.bir.iym.rtrbls,r.b one rbat.rurrrroft uarnu Ir*»arbtelr run.rrlm,.eryrog rlp..ar.rr.ymrbny.rrjr .BM3 ubt.Msi"Wrm r,mr.bnerubpmmrt..srbWmig(er.ru,m.e.Irgl+t.walnrlal..larl.Nrt eat.r.. IINHa1b0y.1ii0nrlrfrbinubury,u.uol,yfgwrtln.Irrle.o,rn, 4451 St Lucie Blvd. A.b MMF.Idxlgr M1...lrgh Ap'.11 nbd Ir 4n1M11p lq.0 Ulbl rl,i,.ul.yl.lq p d.r rly OytlrlbnnOYM.IM1I Fort Pierce, FL 34946 b(gpyMC111/411edhnut-IcikMIIt.bILr.LItpdmiadlUr/meeu,.nll..,irhollmur•MO.g1.1..0.10,r1. Job Truss Truss Type Qty DEFL. HOMES/ SUMMERLAND ' A0193426 loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL WRCSUCE B04 Common 4I 1PIydRYAN 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fon Pierce, FL 34946, designClallruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19144339 2014 Page 1 ID:?sOOAlzBGko2hFpRYibzzzOpep-saVtGOpd4fOffnitnRcaWdJ4OuZtDCBJ(OYOe0y7O I 1-0-0 6-5710 8 0 14-10-8 21-4-0 1 0 0 6-57 42 8 42-9 658 40 = Dead Load Def. = 3/16 In 3x6 11 5x8 = 3x8 11 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No -3 1-", Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-74 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-0=-1131/857, 6-7=-1440/1084,7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 Ib uplift at joint(s) except (jt --lb) 8=245, 2=274. LOAD CASE(S) Standard ro.q IYa baFll n,4.b'1 ltq MW19UB1 pl{ul17MStlorQltlrttmajWe')W OrU1W:Rb. 4OWI arArridw.M4wr ba b^9ll0wr+le lO 111rbart rduar9,a ldM.w WUON-MON.blll.Oh Rl I,.,&y014dw.u166111.M,il b.bn Mtglq w p..lnNl[Tis Yu!nl11ianunanpw461-11ti Yu n1PlYrlbbay4r WPlmlarad Yl11 dr,b 1111, harq emno, bd ofan,WY! Anthony T. Tombo III, D.E. d.u//6mY 16dirhfinymik1460ae,b0.w1iA.1:a gYrbWlghv r..buda46Uf.bKrbbW Wgna IVN.togna/6111-1P?WN w464m,dbq O.l Y.01..sAYdbaAYOMbmPvYpl '80083 b MYgMYFa-1laim.L.r1Mw•bI11-1bpoul-1Abbl4bMlf(a1r.11411deay01 M1+-11.1-171[InuMrNbry¢41.Ir. IM lBnbun JYn-1ar146bm Myr,ImrMglgw-1M.YdG+..,-1m 4451 St. Lucie Blvd. Oo.bbbAq.GOOqu1.n8r11dpOn w Fd hbm Mytgs.4 UIb1,WrA1go.. brul;W lgws4q Wb1 ny-1udbmnnlM.IM1I, for( Pierce, Fl. 34946 11 Gp1gb®>OIUI[alhauo Acdall.loa 00.1. Iepobni"ANldivisions, is lay lam, optli60dridwaeoonrartnw.boa AI4otlmurbWryl.low III, F.1. Job" Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND loc) I/deft Ud PLATES GRIP TCLL 20.0 A0193427 WRCSUCE CA Comer Jack 6 1 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®aluuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:40 2017 Page 1 ID:9sOQvllzBGko2hFpRYibzzzOpep-Km3FTkgFrzWVGxH3L97p3rsJ8185yt_Su2HxBsy70 H 1-0-0 0.11-11 1.50 = LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 37(LC 9) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vull=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 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 psi 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4, S. LOAD CASE(S) Standard war•Mdbmdyn .b rlumnaswryulrtarwltoauomuenmi llrero ruunwln rR lnprdrrNodn,d wom.mu rh r.nitrtadbre.rl l.rarlel.v wnw.,r hlnrdkffmNOnbllt..t Ylblrrrbpnf Yfb dbbMnhtil holm, hdpl dpm.ymOr 1pbA,mudesr llligeudremdydbpdnwdgwympWrrybbhtpdb tmyr lnuMmrrbl0l ep.dm Al.M1bmp nrti pm. bdmequeLtadltr Anthony T. Tombo 111, P.E. I dmedblmiWgMin bbmprbb!dbe.u.beminnmOdpdmbWighyp•,mbeloWdbl1.b[dbbdimYgiWdIIN.NopnddbWde;bum dim lmtmi.6lb ftop.bddlpdbdgMOlrbuWyead V 80083 tpNWghodt10VV. 4451St Lucie Blvd. mle.b lOmr lrm4erdgd gemgOrmur Mbd M1lnubr¢fpmmbrClblddq hmpm.dlnulnam bprm der odic, UgdLdbnaebLdmlM1l. Fort Pierce, FL 34946 ppi1b0a11A•Ibdlnun•Amdoryr.lmc6mm,r1. terrmbdiadd'nbemde,imarlmre,itpelilBdridoeThe vdriafrroiniahas A•Itretbosses •bdarl.WWII, P1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND •• WRCSUCE CAAA Comer Jack 2 1 A0193428 CSI. DEFL. in loc) I/deb Job Reference o tional t Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:43:40 2047 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-Km3FTkgFrzVVVGxH3L97p3rsKLl8Fyi_Su2HxBsy7O H r 1 0 0 0-11-11 2x4 = us op I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc 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 fluide. REACTIONS. (Ib/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = all -11 Max Horz 2 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(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 Ina YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 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 fluide. REACTIONS. (Ib/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 = 71 (LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (Ib) 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=15ft; Cat. Il; 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 Ib uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard fcd+Isb411 M—Ikww'iu 1Wu'OxnuoNrM101,ry Iml, lumwpDhmObnMbbipbnnmetMhlmplepmnfr.ipdhhpubudwglrrq,umsnu dM(rbrr/uwrgmpni 1pheinpdbte*bntQrminbNOak.id"WI161wpnugmnYlquwswalRS Anthony T. Tanto III, P.E. dodbLthbgWlgbb upxldo!d60-a.b0 sihebvMgxsbldlglupn,•bloMdbOlbl'dbWlrhfgidrdllN.ib p rldbilldm!hxnrdbimtnl Ot4titmp.b0 hbrdbngJfYbnyrLLlnd x80083 b lcxal hhpod4rxr No WonblOpdhphJw ml pdtlmdbbdyfrgW wril l4Wmr0Ul~1j Mow Vu m AnWb pod Nu lel tlrhbnaeAlbadwedbhehpgv.hnhMep[gne mlbnh dmdq 'Wm 4451 St. Lucie Blvd Mdu loSU llthJ.bgr/pn.d4hiN-n wdid. 4lnuhglgaobrt•IbtUalkup.nlnuSS+»n dq"Un tooPI irmael6drlMl Fat Pierce, FL 34946 gpiib07111A•Itool hntto•Albogl Inbe111,1`1. ttpohoiodbnlommtm,uailrm,ispolilinAwibopbtoinnprmithioohow blhot hnhn•Aoborl.Iwto0l,F.L Job' Truss Truss Type Oty DEFL. RYAN HOMES/ SUMMERLAND loc) 1/defl Ud PLATES GRIP TCLL 20.0 A0193429 WRCSUCE CJ2P Comer Jack 4 PIY 1 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 1914:43:41 2017 Page 1 ID:gYaJJk63pYYs8AHldslpgjy7ODP-oyddh4qucHeMu4sGuse2c2PVBiUKh9Dc7i/Vjly7C G 1-0-0 1-5.11 1-0-0 1-5.11 20 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 6 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 1110-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-0 (min. 0-1-8) Max Horz 4451 St. Lurie Blvd. 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(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=15ft; Cat. It; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces 8 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-M 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) 3, 4 except 01=1b) 2=109. LOAD CASE(S) Standard sorq-MuOoglymk.b'r I W 11111nrSMrt GREW RMswwm o"I" 011rlta!b llm l.l4 nNbbn1OM til b.Lwr lrOpl t.,L 1 PAtlWrg111 ry uE sml./YM fI/gantry n4 U1MW4tp o t ImfMawblOiW.wb Al. lb 6fp wpo MlquOtitverl? Anthony T. TortIb0111, D.E. WoorbY WdI1Llll xnd/blMdsWln Orfmtd Wlfmg4 O MdlnufJ YNny WWdd.u0blmtW.1kUgkbropiOftd1oNm.bOaglabW6 Mypn,Ynrid/bO1.bKdWbd1 x80083 ft"Mr. W(orteo.Irosrxo.bIDOd ndtop.s.poison AbtAkgfnpmlEar hbsmePmpiow I? MetVU nrd—e.L podpLmt 4451 St. Lurie Blvd. n.rm rbdll.fse.Ogrmgo o,Mq it d W.%Mni b ImrNrp tq.m h Wl b lr)q Mope,.Inss Slurs fspo t sf pObF m msdarl Y sr n M Iddbrnl Fort Pierce. FL 34946 ptriFb07011A-Itort lrnsrs•Anlsryl.tombs01.r.1. trpoolsaasdIbis bman,ieaifun, isyrolibitdWd$P6t WititFerminashen A•Itodhssus•AsAnyI Imb10,r.l. WRCSUCE ICJ3 I Comer Jack 1 2-11-11 11.50 = LOADING (psi) SPACING- 2-" CSI. DEFL. 28/Mechanical 5 = 194/0-3-8 (min. 0-1-8) Max Horz TCLL TCDL 20.0 10.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) in 0.00 loc) 4-5 I/dell 999 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.11 Vert(CT) 0.01 4-5 999 BCDL 10.0 Code FBC2017frP12014 WB 0.00 Matrix -MR Horz(CT) 0.00 3 n/a Wind(LL) 0.00 4-5 999 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 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min. 0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-166/258 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 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 Ib uplift atjoint(s) 3, 5. LOAD CASE(S) Standard A0193430 Ud PLATES GRIP 360 MT20 244/190 240 n/a 240 Weight: 11 Ib FT = 0% WI•M 0 rAli d..11n011n1SBrWlrj QRW i1W 1f0r70R111OS10Ms-IRSr;xI00 I1K Uro¢lull a;Nr Wnd rl M DsL s aspbngtR4;d.4bil l IrRil. ir asSM abrr tf4n Wn.na;7-.01.0 Zh ad Wdin1.1." anrrb.If1 a 7.arinudu¢fq frSarlf rspsrys uary7.f010 aaaml. h aupasnpo .idy41Ur MlmfYgl IOgn.mNuWfr.Am..1 ir itCdrpr. MWglnrr 4 p;r.le.1. M.,.fmt.dO0M[hD11y T. TOIIIt10111, D.E. 4 hedlr M.n n1 M.IOOd.Nmosdt;.Wlglpw SEgay p y yMdlpin'dmYYpN aupNal.6ntM pyonv6.uV ypx80083Ysetl;M •nn Id rbllll qo. r44$I $I. Lucie BlYd. Ir ailmp,Les3 s frPY1010II11A•Ibdlr ssn•4tl;gl.lmlrIII, rJ Irp/OindGil r rm,morlara,isp;liliid i4op4ern.ramssin6wA•1hot 1i sus•Ari6 erl.lnblit 1.1, Fast Dlerce.FL 34946 Job* Truss Truss Type Oty Ply RYAN HOMES/ SUMMERLAND Max Horz LOADING (psf) SPACING- 2-0.0 A0193431 WRCSUCE CJ3A Comer Jack 2 1 TCLL 20.0 1 1.25 TC 0.14 Vert(LL) 0.01 4-7 Job Reference o tional Al Poof 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. Tue Dec 1914:43:42 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-G9BOuOrWNamDWERSSa9H8Gxf36oiQcTILMm2Fly7O F 1-0-0 2-11-11 , r 1.0.0 + 2-11-11 2x4 = LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 2-11-11 36/Mechanical Max Horz LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1:25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Ma BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(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=S.Opsf; BCDL=S.Opsf: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed: porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3,4 except 01=1b) 2=103. LOAD CASE(S) Standard 1dr1 • rsv ldngllr mnn r'l l n01 ntssorxUlfl fgl:llt nes A 1/111Ixq IIS1/Y1-CTJ;xIII'ntYJlrrrr, hnry Ydp Nodns d rid wn hnthnh hip hnglnQw r IAr11 MN4 r I hrm sIM Mn m F111td — d/d wr a1,wy I11d toWgY s ddlNrwrrlllxh.wl 1101.1kSIPIOspr.&PA hpmlrWwor M 1.Pn h. -FW drrhrWwryu4q nywWYlMr"drhdyh hnt 6hdhelwr 111Wr.oWN M. nrbdpwdpw.hdaq hddmdtvWnl Anthony T. Tombo Ill, P.E. I wrwdalmSknosW ghlrmresidwdtrAm.1h,0-6ulrhdryldrinUngNdghN.drnmddrulr nib Ind ny>n4dIF1 1h xn4drMdo rUnr dim lmtliMnsM34A gh.rMOrwY."JrMrnyrWrgd :80083 r NrrrgNsgsdd4nda Iger snwdrtllwopmndq.AMs dr hrp tMpmldq M mdllnfjpWJ,Ih 111wLU nrdrrWhpdiprat mhNnrnymlunwlendo hm Mup.lim hsp [prswlms 6rer.d,n:n 4451 St. Lucie Blvd. Addu MwMrhtrdgwmY.nmghdl nnnhdrh4 IN tinskUP14"hlllrl4aghdqn,d Imnslnd Nprm duf Win Omodnlrnmwldrdhml Fort Pierce, FL 34946 GppiglhOlDlfAdhllhotses•bdogl.lomfolll..I. tepholld'worldnlomaem,iefly lah4itpold'nedridMdernnupnhoissiwhem A•Ilroslnsses•Auhnrl.hatol8,r.1. Job Tnus Truss Type City PN RYAN HOMES / SUMMERLAND WRCSUCE 1CJ4P Comer Jack 4 1A0193432 CSI. DEFL. in loc) I/defl Ud PLATES GRIP Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®al lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 1914:43:43 20V Page 1 ID:gYaJJk63pYYs8AHldslpgjy7ODP-kLI06ms88uu47OOeOHgWhTUpyV7293juaOWbnBy7O E 1-0-0 3-5-11 1-0.0 3.5.11 20 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 83/Mechanical 4 = 0.3.8 0-3-8 3.5-11 3-2-3 205/0-3-0 (min. 0-1-8) Max Horz LOADING (ps<) SPACING- 24)-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) , 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -MP Weight: 12 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-0 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(LC 3) 2 = 205(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=15ft; Cat. Il; 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 beanng plate capable of withstanding 100 Ib uplift at joint(s) 3,4 except (jt=1b) 2=145. LOAD CASE(S) Standard ssd11•M1m wdll n•4eM1hllx4 nI1S6(YUII'1QI,W lWf1ICs7111[nIg10Y(67!1'lUUCs1IXY1r I.. Irdr try Ises1M11dmlednnb1 t•m hsp MnglRO;dblAg1. lrh RI l tdows Ski" MrsM b111 Osew sddpM1tAl,ry llIthro1vr p111dlleeldbbtnsP.M. Uebns hdpleplwpe.lrrMl4plQtswngWAlpnrlssupudbpdndd gnlmr nlrsvlrhbbrnpdblgs ons hrmlpM1llAs¢.wN mi. lblwpnugeln wg1sdmnpsddrl Anthony T. Tombo 111, D E. ddlab11.1WerkmghblupelAdgdbAln.1w Dow$mwtdbgwv11,10,ghqn,sbsawdlLdK• rsdilYWldlgldlp9IFI.MpnnldVlNdgEdlpedbtnitdA hllyRlgl.MnAMdYgglMibnylrYlllld x80083 bhlygh4Wu1fMW..0.11low.blCAdse llmel ed pddsn db hdp hsporalWM k&wWW)pVmW4 Med VU—dslsdb lmdpuoi IFI YfnlflnyeeJlmldbmlL6nlMgr.lm/1nr[gw nllullrM r,p111 4451 St. Lucie Blvd. Asda ldoll lle6tls qld peesslbrll/lstn lndlA dlnnhlyttywlMlClblNlq hgb.Mlna Slurs hrwudN MM 10 mtlaN lrunnMalnml Fat Pierce. FL 34946 bppilb 0 7016 A I loll Inset • AslLooy l.lessm ll, /.l. lepdwiao d Art donoeel, in oy lot, is FeWisd s1IEeOne rnldo lnmissin boo A•I bol hrncf • Alloy l• looks 111, P.I. Job" Truss Truss Type Oty DEFL. RYAN HOMES/ SUMMERLAND loc) I/deft Ud TCLL 20.0 AO193433 WRCSUCE CJ5 Comer Jack 6 jPIY11 999 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:44 2017 Page 1 ID:9s0OAlzBGko2hFpRYibzzzOpep-DXImJStmvCOxlYbga7ClDhlwWvSVuVz2pgF9Kdy7O D 1-0-0 4.11-11 1 0 O 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 268/0-3-8 (min. 0-1-8) Max Horz 3 = 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-242/456 NOTES - 1) Wind- ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & 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-" wide will rot between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=130. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 0% tory IWu lnrly rnb.r'tl17GF auso('aulri a1911 nubp1017111Cb11s101t(i1:T, x1Ha1lK14R lar, lap bu latatbndml tlnertLm Mp uelllWldrltlerl Ieb411 Me- skew-", tlut Oa.wtlrnr101,ej IWhlrttttn+/ bflNYtdbrnlbbdl NtlrwtlWpltpralit. SN IITta:rtdpgl iytvmam t rpbt>I.Vnpnl ny.WWbrinp rtejt lnttM rwrI00dI,.r R1. M1lnp n>tn rlgmm t unit) Au ony T. TpRItio III, P.E. dntfia lmtMel rb+IbrturttWb!eb0.n.rO.fittoavdtparrUyrgtr,.rimaar9l,r Y( dINW1. nimlod114 1M rM r 171dtw rll tnArlm tdty b6rtrtp.Mb'JO.dbaq YdrYnq.iAgi J 80883 r lel+l ptpadhOtrar.UoftaMarlO/dbl4dndrfdntdrbttq (wlttalAq bl+mw rWJdHnla/lalgt.tnlrpsd(w1a Inl rf.lrm JlandMnd4tintAcp.hM M.p fQardlnn rl r,w4ft 4451 St. Lucie Blvd. tfo.le bhu111tltYto qtd geb.Ry lr trltnnlntbes M1Twhup ltpw is Clio M rlbtapr.a lnttsma hpw fel Min UmtlaNbm arnitadelKl. Fort Pierce, FL 34946 ppiAM07011A•111rllnsns•blin71.Imb/m,r1 hprdoniudAnbroorm,iimay IN%ispobibBdrubsallit atintipaeississhills A•ltoollraxn-Attoarl.loebo10,Ff. Job Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND loc) I/den Ud PLATES GRIP A01933 434 WRCSUCE D05 Flat Girder 1 1 0.17 11 999 360 MT20 244/190 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. Tue Dec 19 14:43:45 20171 Page 1 ID:?sOQvllzBGko2hFpRrbzzzOpep-hks8XRuOgV8oNiA17iLmuZ4aJh9do2B1K?is3y7O C 1-0-12 5 4 8 10.7 15-10-0 21-2-8 22-3 1-0.12 5-4-8 5-2-12 5.2-12 5-4-8 a012 Dead Load DeB. is 3/16 in 3x6 11 4x8 = 3x8 MT20HS= .. 0— 3x8 II 1.5x4 II LOADING (psf)SPACING- 1467/0-74 (min. 0-1-12) 2-0-0 CSI. DEFL. in loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.17 11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.35 11-13 722 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 11 999 240 Weight: 111 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14 = 1467/0-74 (min. 0-1-12) 9 = 1465/0-74 (min. 0-1-12) Max Horz 14 = 110(LC 4) Max Uplift 14 = 562(LC 4) 9 = 561 (LC 5) Max Grav 14 = 1467(LC 1) 9 = 1465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=1374/588,2-15=-2764/968, 15-16=-2764/968, 3-16=-2764/968, 3-17=-2764/968,17-18=-2764/968, 18-19=-2764/968,4-19=-2764/968, 4-20=-2762/967, 20-21=-2762/967, 5-21=-2762/967, 5-6=-2762/967, 6-22=-2762/967, 22-23=-2762/967, 7-23=-2762/967, 7-9=-1372/587 BOT CHORD 13-26=-1317/3691, 26-27=-1317/3691, 12-27=-1317/3691,12-28=-1317/3691, 11-28=-1317/3691,11-29=-1317/3691, 29-30=-1317/3691, 30-31=-131713691, 10-31=-1317/3691 WEBS 2-13=-995/2885, 3-13=-492/346, WEBS 2-13=995/2885, 3-13=-492/346, 4-13=-1001/371, 4-11=0/352, 4-10=-1003/371, 6-10=-491/345, 7-10=995/2884 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) 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 Ib uplift at joint(s) except (jt=1b) 14=562, 9=561. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 81 Ib up at 2-", 72 Ib down and 81 Ib up at 4-0-0, 72 Ib down and 81 Ib up at 6-", 72 Ib down and 81 Ib up at 8-0-0, 72 Ib down and 81 Ib up at 10-0-0, 72 Ib down and 81 Ib up at 11-2-8,72 Ib down and 81 Ib up at 13-2-8, 72 Ib down and 81 Ib up at 15-2-8, and 72 Ib down and 81 Ib up at 17-2-8, and 72 Ib down and 81 Ib up at 19-2-8 on top chord, and 50 Ib down at 2-", 50 Ib down at 4-0-0, 50 Ib down at 6-", 50 Ib down at 8-", 50 Ib down at 10-0-0, 50 Ib down at 11-2-8, 50 Ib down at 13-2-8, 50 Ib down at 15-2-8, and 50 Ib down at 17-2-8, and 50 Ib down at 19-2-8 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=-60,2-7=-60,7-8=-60,9-14=-20 Concentrated Loads (lb) Vert: 5=-67(8)15=-07(B) 16=-67(B) 17=-67(B) 18=-07(B) 19=-67(B) 20=-67(B) 21=-67(8) 22=-67(B) 23=-67(B) 24=44(B) 25=-44(B) 26=-44(B) 27=44(B) 28=44(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=-44(B) 33=-44(B) dodq•nnu A ndlr tntt•b'11 p01 MS6rSNU'j01'111IW IIDra0t41e1011(C17;UnCNKdIRbw lido EYP NnMt d tdunwos lint low b ssi( P,d As Id1n11 M4r1.bbaitllM Mxt nt tlnt tbr.aiadnblpt,y Inmtmurottmr.darm°w a 11th.tbgplq a0t.s1011e"KaudwnartotuYt"mpa, doe r+ntrd"tjRwmblor"Wvddtgtlnnlnmlaft a04.rnu lrAnpnte pmrgtmt tbAee Anthony T. Tombo 111, P.E d•wdbemtV.1Ww*! IsWtsdim%W.b0.1ittdsadglrbtwo9kup°Indtndt.otRLb0.'dYYdllbtdialKI b pmldhllldra!Wlntdblmt.widl IdY/mtp.6dttdOwdlmlJO ruynWUld x80083 b laxal htptditotM1t,ter»tdM b110dbptmndPddmtdb4de ltq d tate h$WWP0WYdb sold1111mtdntttob Paid PAM Wl ltitnbtnpnAlait dMndL 6.nitttpupltntMlgw d lass 0 dt W-Wistt 4451 St. Lurie Blvd. Asda lmdllt(tstd tPd gwsstahlMiNnttlwdtti binuMt¢lymtU101b1d'blMtgr.lmt3losEgwdnl ll IO owY'nnnd"blIll Fort Plerte, FL 34946 q GFpirllO7011A•iiedli ssts•Amboy1.Ilabs10,Pl. kPoolddiodliisloodem,iemay bills, ispoiiled i11em11twi0eorttaisinsbox A•)kdhisses •Aeriny1.lontoIV.L Job Truss Truss Type Oly DEFL. RYAN HOMES / SUMMERLAND WRCSUCE E01 Hip Girder 1 lY 1 Plate Grip DOL 1:25 TC 0.80 Verl(LL) 0.70 10-12 443 Job Reference (optional) Al Rbof Trusses, Fort Pierce, FL 34946, designoaltruss.com Hun: a.lzu s Nov lz zul / i nnu mizu s Nov lz zul / MiI ex mdusules, Inc. 1 ue Dec 7`J 79:4J:90 CV 1 / r Dead Load Defl. = 3/8 in ln 3x8 = 34 = 3x4 = 700 MT20HS= 30 = 20 11 LOADING (ps" SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.80 Verl(LL) 0.70 10-12 443 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.73 10-12 429 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 134 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpl 4-13.5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1917/0-3-0 (min. 0-1-9) 7 = 1855/0-3-0 (min. 0-1-9) Max Horz 2 = 35(LC 28) Max Uplift 2 = 1371(LC 4) 7 = 1329(LC 5) Max Grav 2 = 1917(LC 1) 7 = 1855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4815/3428, 3-20=4607/3334, 20-21=4607/3334, 4-21=-4607/3334, 4-22=-0824/4911, 22-23=-6824/4911, 23-24=-6824/4911, 5-24=-6824/4911, 5-25=4903/3549, 25-26=4903/3549, 6-26=-4903/3549,6-7=-5104/3644 BOT CHORD 2-13=-3203/4524, 13-27=4840/6824, 27-28=4840/6824,12-28=4840/6824, 12-29=4931/6960, 29-30=4931/6960, 11-30=4931/6960,11-31=4931/6960, 10-31=4931/6960,10-32=4931/6960, 32-33=4931/6960,9-33=4931/6960, 7-9=-3379/4814 BOT CHORD 2-13=-3203/4524,13-27=-4840/6824, 27-28=4840/6824, 12-28=4840/6824, 12-29=4931/6960, 29-30=4931/6960, 11-30=4931/6960,11-31=4931/6960, 10-31=4931/6960,10-32=4931/6960, 32-33=4931/6960, 9-33=4931/6960, 7-9=-3379/4814 WEBS 3-13=773/1025,4-13=-2414/1697, 4-12=-237/384,5-10=-225/371, 5.9=-2265/1586, 6-9=-822/1097 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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-M 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 Ib uplift at joint(s) except (jt=1b) 2=1371, 7=1329. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 Ib down and 249 Ib up at 5.6-0, 80 Ib down and 104 Ib up at 7-6-12, 80 Ib down and 104 Ib up at 9-6-12, 80 Ib down and 104 Ib up at 11-6-12, 80 Ib down and 104 Ib up at 1340-0, 80 Ib down and 104 Ib up at 14-5-4, 80 Ib down and 104 Ib up at 16-5-4, and 80 Ib down and 104 Ib up at 18-5-4, and 239 Ib down and 249 Ib up at 20-6-0 on lop chord, and 143 Ib down and 204 Ib up at 5-", 59 Ib down and 82 Ib up at 7-6-12, 59 Ib down and 82 Ib up at 9-6-12, 59 lb down and 82 Ib up at 11-6-12, 59 Ib down and 82 Ib up at 13-", 59 Ib down and 82 Ib up at 14-54, 59 Ib down and 82 Ib up at 16-54, and 59 Ib down and 82 Ib up at 18-54, and 143 Ib down and 204 Ib up at 20-5-4 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, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3= -192(B)6= -192(B)13=-132(8)9=-132(8) 20=-80(B) 21=-80(B) 22=-80(B) 23=80(13) 24=$0(B) 25=-80(B) 26=-80(B) 27=-52(8) 28= -52(B)29= -52(8)30=-52(8)31=-52(B) 32=-52(8)33=-52(B) rc+q•anue..ylmo.oft11J011pS76(YUU'Itir9LLtlW(Dnn(ft11S17b1't7.T;sur(nf rGn'dcl faa mmarnldn.mlmlM.pangQR,dbu.r1 Wb4r1 WornYMlMro r»6rausa alm, WI Yltdla:m t rrtumbr lbbtlleb l. Uobns bty lgreQt.flmdry bpnM,bWwhq l tggmta.lt rdbrydndted urwlr nynfdlgMbinpdbhg1lmhMM.bIW.¢.rds lNl llrlwpnugewfbrglomnutlel Anthony T. Tombo 111, V.E. drndWlmhtrgbWghbnqwmdndbAtn.•e.slimvdgfrbWtgkup,.bwuaebtlLLl:dbbdlaYgn4dllNlbgnWl6lpldgEdllu bfm beyqMq.rngl.YDlebndb llebbnq.tlYr x80083 b Mklq ps dfrd+ms. Un/1dMrbaedbpmuld InldYMegtegmtdnt t& VOQpdblbt 4 bit txs n dondb ped t. W11n fileFlrobas1b,.p Wrsn r%11mhdp.An/ M.p[gm dlmt rs c o,vll 4451 St. Lucie Blvd. u owskW Mn n o Mad bmt. Au.ht 1&d Irl [db gN/gn..mq tl dMltl behd d Ims phy 1pm h 161 b tfNq kspe,w 6nf Slcrs 6plm dthr odlq Fort Pierce, FL 34946 oppip6107016A-1toollnsus•Aeaory1.lombo01.FJ ttprol i000(d'nlomorm,isoglmrtispo616ildoithtmntrlitboptlmistioohowA-1Ubolus-110my1.IWP111,r.1. E02 I Hip 4x6 = 4.00 12 120s 3x6 = s Nov 1 4x6 = A0193436 Octad Load Dell. = 3/16 In 3x6 = 3x4 = 4x4 = 3x4 = LOADING(psf)SPACING- 2-" CSI. DEFL. TCLL 20.0 TCDL10.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) in 0.44 loc) 8-19 I/deft 717 L/d 240 BCLL 0.0 ' Lumber DOL Rep Stress Incr 1.25 YES BC 0.89I Vert(CT) 0.33 8-19 947 240 BCDL 10.0 Code FBC2017fTP12014 WB 0.43 Matrix -MS Horz(CT) 0.10 6 n/a n/a LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 1112/0-3-0 (min.0-1-8) 6 = 1088/0-3-0 (min. 0-1-8) Max Horz 2 = 45(LC 12) Max Uplift 2 =-740(LC 8) 6 =-724(LC 9) Max Grav 2 = 1112(LC 1) 6 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2338/3265, 34=-2175/3202, 4-5=-2254/3311, 5-6=-2401/3368 BOT CHORD 2-11=-2958/2153,10-11=-3599/2642, 9-10=-3599/2642,8-9=-3599/2642, 6-8=-3079/2233 WEBS 3-11=-686/421, 4-11=-654/666, 4-8=-585/540, 5-8=-682/418 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=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces 8 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 Ib uplift at joint(s) except 61=1b) 2=740, 6=724. LOAD CASE(S) Standard 3x6 = PLATES GRIP MT20 244/190 Weight: 108 Ib FT = 0% mlpWl m.ue., nb.6'IIUWMfFSjfNUjla4W11eISikp:lAWQlIW1('K7!1';UfeprUK l1i'dr.hAlb4pWilndrt/tln tog Im M.pb.gfl[P,dbIh/11rb4114bn 11Ml n ama„.a.oarmmr,y Zh b.1.1 kV JWw0..flw.gbp 4.bumpg lnlyun puupp db pdn*wup"n4pWegM4"418.$*A Nu bump6In i,efIL1. 1bMp npp.e bmmW4isft"4.wwdbom.l.4.pi.druN¢lu6 Wiy k-W,-b-WM db OL b Rdbb ko ibii mi. Ib qnddb lnd wbp.ud61 do, bMif A g1.6N N pmYus bnypu4nd Anthony T. T011lllo 111, D.E. b bile hlpodbe m pnwr0bindbpbndpmEndb Wlq fqw 1uR EA•gpDOgr1 V 4M8WWlnrdundbpdp.bte. 11H p1n b,u.e llsndllhx$0083p.1pobdll.ks.dgdq.a""11-OF""wl6.!lilpud4>r[q u1b11161UwMpp,pI+.I.flOilT pfWMbingtlplmo:unuldsluMl 44$1 $I. Lucie61vd. f.ppipb07pllA•Ilelhnln•Inbgl.Im1/b/1U,r.1. hpnl/ooedllbl/mo eea,00rlanitpobMd-49911be"innp raimtiwbeell-I dhoum•1cmh.eyLlwtolll,Ll. Fort Dleice, FL 34946 Job Truss Truss Type ON DEFL. HOMES / SUMMERLAND loc) I/dell Ud TCLL 20.0 Plate Grip DOL A0193437 WRCSUCE E03 Hip 1 PIY RYAN 1 240 Lumber DOL 1.25 BC 0.65 Vert(CT) Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120s Nov 12 2017 Mi7ek Industries. Inc. Tue Dec 19 14:43:47 2011 N ID:gYaJJk63pYYs8AH 1 dslpajy7ODP-d6_vx7veB7OWc?JPF71SrJOz7Nz5pWUVeUpxyy 16-&0 19-11-4 26-0.0 27-0-0 4x4 = 08 = Dead Load Deft. - 1/4 in 3x6 = 3x8 = 30 = 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.54 9-19 580 240 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.39 9-19 790 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No -2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1112/0-3-0 (min.0-1-8) 7 = 1088/0-3-0 (min. 0-1-8) Max Horz 0 3.8 2 = 56(LC 13) Max Uplift GRIP 2 = 732(LC 8) 7 = 716(LC 9) Max Grav 2 = 1112(LC 1) 7 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ; TOP CHORD 2-3=-2389/3311, 34=-2074/3020, 4-5=-1953/2928, 5-6=-2118/3079, 6-7=-2481/3451 BOT CHORD 2-11=-3031/2220,10-11=-2742/1991, 9-10=-2742/1991, 7-9=-3199/2329 WEBS 3-11=-326/439,4-11=-667/394, 5-9=-739/430, 6-9=404/555 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; 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 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-M 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 Ib uplift at joint(s) except 6t=1b) 2=732, 7=716. LOAD CASE(S) Standard I fire, 6dr NwandNmlsbrniLbMgh.gllW;dhlAgl 4.bRtl.bbu llMMr x ntod"-n woisom.wY bbl:mai'o„MbrWNblDbb-d I,iinu kbplgsxp,.SpoM by.;biud.onMlynm,Modidb Rl ibb.pmisho "qumeabeirtT Anthony T. Tombo Ill, D.E. dm IWlm byl.hbml fddl!hOnake.ntnbl7Nr/nrWbgkwry,,.6:rbnAb al.bO:dNbdi.flainbdmlNipnUIbI7d 1a; kma0NltlhynmlaftMp.69d"Wbbn"kbny01'Ng1 a80083 aiugk,pndlw+.o.0 lftow.b.Iroddpm,.Ip4m0rbeqigmtrria+b.DnOpiwdbmduun:anddp.rpumlWool ampm undwnelbI—bbpn.bntkrlq"drmiwrd.,.]ni 4451 St. Lucie Blvd. ea.wuwgrfa,ogd.p..nmtq•rnnwxd ileni.kuplqn biriruYpkup.,annlnnsio.t•deiwe ua,tladb:.,.,nmdbmi. Foil Dieice, FL 34946 GppipY10fill A•Ifell hnset•lutl.iyl bmbilll,ll. Iepldwio.dAil r.t.rrcm,i.say lbwitpoli6ibdrii1/nSlit .rubspermimii.how A•1hot lnnn•Amboy l.bbl.01,.1. 3x6 = 26-0.0 0 3.8 PLATES GRIP MT20 244/190 Weight: 113 Ib FT = O% I fire, 6dr NwandNmlsbrniLbMgh.gllW;dhlAgl 4.bRtl.bbu llMMr x ntod"-n woisom.wY bbl:mai'o„MbrWNblDbb-d I,iinu kbplgsxp,.SpoM by.;biud.onMlynm,Modidb Rl ibb.pmisho "qumeabeirtT Anthony T. Tombo Ill, D.E. dm IWlm byl.hbml fddl!hOnake.ntnbl7Nr/nrWbgkwry,,.6:rbnAb al.bO:dNbdi.flainbdmlNipnUIbI7d1a; km a0Nltlhy nmlaftMp.69d"Wbbn"kbny01'Ng1 a80083 aiugk,pndlw+.o.0 lftow.b.Iroddpm,.Ip4m0rbeqigmtrria+b.DnOpiwdbmduun:anddp.rpumlWool ampm undwnelbI—bbpn.bntkrlq"drmiwrd.,.]ni 4451 St. Lucie Blvd. ea.wuwgrfa,ogd.p..nmtq•rnnwxd ileni.kuplqn biriruYpkup.,annlnnsio.t•deiwe ua,tladb:.,.,nmdbmi. Foil Dieice, FL 34946 GppipY10fill A•Ifell hnset•lutl.iyl bmbilll,ll. Iepldwio.dAil r.t.rrcm,i.say lbwitpoli6ibdrii1/nSlit .rubspermimii.how A•1hot lnnn•Amboy l.bbl.01,.1. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND ' WRCSU FG2 FLOOR 1 2CEA0193438 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1.50 II 1 3x6 = 2 20 11 1.50 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:48 2017 302 = 1.50 II 1.50 II 3x6 = 20 II THD46 LOADING (psQSPACING- 1338/0-3-8 (min. 0-1-8) 2-0-0 CSI. DEFL. in loc) I/deb Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) 0.04 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) 0.06 9-10 999 240 BCLL 0.0 Rep Stress Incr NO WS 0.73 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Ib/size) 14 = 1338/0-3-8 (min. 0-1-8) 8 = 3033/0-3-8 (min. 0-1-13) 11 = 5601/0-3-8 (min. 0-3-5) Max Grav 14 = 1354(LC 3) 8 = 3047(LC 4) 11 = 5601 (LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1388/0,1-2=-1800/0, 2-3=-1800/0, 34=-1800/0, 4-5=-2616/0, 5-6=-2616/0, 6-7=-2616/0, 7-8=-1148/0 BOT CHORD 13-15=0/1800,12-15=0/1800, 12-16=-1054/0,11-16=-1054/0, 11-17=-1054/0,10-17=-1054/0, 10-18=0/2616, 9-18=0/2616, 8-9=0/415 WEBS 1-13=0/2080, 4-12=0/3046, 4-11=-3718/0, 4-10=0/4271, 5-10=-350/0, 7-9=0/2378 NOTES - 1) 2 -ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-3-0 oc max. starting at 2-1-12 from the left end to 124-12 to connect truss(es) FL08 (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 8=-1442(8)9=-1438(8)15=-1438(8) 16=1438(8)17=-1438(8)18=-1438(8) 30 II THD46 PLATES GRIP MT20 244/190 Weight: 129 Ib FT = 0% r+q nr.Ir gly.w.b rl1wrillaruuulartwFilm &(QrAnmIDNt*t ;lw[nIMIr umrorsmmdd.rn.nnmr(np r.yl ddul.11I.aart.m.v.fw ,r wrraR.oaei lw.y Whlrmrmr rlDfrlmhnwbbn0msnn Mrinu blp l.prepr.flndl b/sM,bus F nrrgsMsmslmu q brsmi grWpnysullllMbMpibwyr hntl7awmb00 dr.dsll/1 M1lwp megmq.hmapumes uaiq Anthony T. Tombo 111, t E dsodbimrY)Mtl.qhlrrspwdl;sbom.b0.V6.a i7dgsrd.ham rptir,Ortipn pOL40IOWN Wi.UgiWdMI.Mgp dlbl0ldo!bUnrddrimt diOgldYrmg4bYdNdYrtgJ IMOrnyo+Mq/ x80083 r N0.1 hspu d bnsvr, u nr to sb nor s. psmnd Paso if 0i W4 Wpm Leer Wrests, PRp Wrlw 4 I rd VIA sntoward Y Ped rim W1 suit langwilsnsit "MV L bits kw..Im AyrbPm d Imr q/rrti, vr/ rfs.b adlnlli'rigrw gmeermgllOprnMrhrl M1 lmrhrp(quso Isle[ b b bps,Ism S10. bPa dor ran umtlawu•ern"iftwoml. Lucie Blvd. Foorrtt Pierce, e. FL 34946 opliilb01016A•1tool bate•6nhgLInk 10.PI tepidediwdhit 6olomeal,lolryMaisproli0udrillcMnevri[mpermitiuwboo 6.lbolbauti•61Mryl.tomb III, r.1. Joli Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCE FG3 FLAT GIRDER 1 2A0193439 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgnoaltruss.com Run: 8.120 s NOV 12 2017 Print: 8.12u s NOV 12 2u1 r M1 I ex moustnes, Inc. I ue Uec 1•J 14:43:4y 2U1 r 3x6 = 3x8 = ' x' _ LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' W1: 2x6 SP No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10 = 1029/0-74 (min. 0-1-8) 4-3.4 1527/0-3-8 (min. 0-1-8) 9 = 1-6-8 Max Horz 10 = 39(LC 6) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' W1: 2x6 SP No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10 = 1029/0-74 (min. 0-1-8) 7 = 1527/0-3-8 (min. 0-1-8) 9 = 2574/0-3-8 (min. 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 292(LC 4) 7 = 236(LC 5) 9 = 227(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1527(LC 1) 9 = 2574(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286,2-12=-112/946, 12-13=-112/946,3-13=-112/946, 3-14=-112/946,4-14=-112/946, 4-15=-540/140, 5-15=-540/140, 5-16=-324/48, 16-17=-324/48, 6-17=-324/48,6-7=-799/159 BOT CHORD 9-10=-67/633,8-9=-140/540, 7-8=-288/1810 WEBS 3-9=-938/90,4-9=-1739/147,4-8=-81/586, 2-10=-535/67,2-9=-1403/196, 5-8=-1406/272, 5-7=-1632/273 Continued on page 2 NOTES - 1) 2 -ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distnbute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 10=292, 7=236, 9=227. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 Ib down and 211 Ib up at 0-2-12, 65 Ib down and 19 Ib up at 1-0-0, 134 Ib down and 63 Ib up at 3-M, 208 Ib down and 124 Ib up at 5-0-0, and 282 Ib down and 84 Ib up at 7-", and 1442 Ib down and 431 Ib up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 113 Ib FT = 0%. Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-420(8=-250), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor - Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(B=-219),13-17=-190,6-17=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0 90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-13=-295(B=-125),13-17=-170,6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-717 15) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-440(B=-315),13-17=-125,6-17=-59, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=8011=1312=42 14=8315=4816=189 16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242),13-17=-125.6-17=-59, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (Ib) Vert: 1=8011=13 12=42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel): Lumber Increase=1.60. Plate Increase=1.60 twry WMASISruutr121911 r,m6urr,M011,l.rRItra.nr%!WMMs gmmx.wMoto TWO dlld urm.llM d,rrrd6rbM.r Ml lstlrws ersy lyr.pt,SpJdrytq.tsA,imWrgl0lrgrses. rmperdimpdrdrd rganigmNWiry4binp bt.yrin:tlerfilrrMlOCWr.ab 141. M1Iwpnvapn M/q t.epn.vM 1 Anthony Tombo 111, P.E. Itrrdbltn,Mgldlignimtt,rrrdderde.Ae.imO•sniroddrr..imW4gFvpr..6e.ndbUl.bttdimMl.Y,grdtd141 M1gptWdimlrldr;Odlntdblrotbibgl.Bgrngr.bdtrrr.lYrord>DYrbntprvlUld z 80083 IN Pod" rnprd0ar..re..stdrd.imaedrrpe.tt.1pYdms dim polgbyreldrplir•.omrpNrklqlleWxle.rtd—sloFord PAN. 1111 rntlr.J7rrrdMsoflo up.h.fMplgmadImsrndenu.un 4451 S1. Lucie Blvd. rf..hr kind lrtfrtreyrrla.st,tly 11 dl pn..rrltrl lit lnu pLptq.nbtClimlUgNup...lmrSnn. tq.edeq odlq IO ysiuNN..t.ldadenrl Fort Pierce, FL 34946 GppipN0701{AI[odhasn•b1loglbmmolllJl.hpnbrii000lllisimmeo6ioarl.wisp.lNitil irbealle.nmesFtwissieshmbltedhnus-hAerllwto111,/.1. Job Truss Truss TypeOty PIY RYAN HOMES / SUMMERLAND A0193439 WRCSUCE FG3 FLAT GIRDER 1 Z Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, clesign(gallruss.com Run 6.i20 s Nov LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=-419(B=-294),13-17=-125.6-17=-59, 7-10=20 Horz: 1-10=24 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242),13-17=-125,6-17=-59, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=8011=13 12=42 14=83 15=48 16=189 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 1914:43:49 2018 Page 2 I D:?s00v1IzBGko2hFpRYibzzzOpep-ZV6f MpxvjkeE rJToL4Ynwwkkn8w8LZj7nyxzw?ry70_8 p•Yq M•Nngvr lF4•h'1 I IMIU 61'SN1n2liumusa10r=1S(1SPIbjwr'J Il11cnl%wrI•s, IMl WplvrovvtdmJtln•of bnt MvpbuglRQdYlAq l 1" 10 l lA•vn am WM tx Mn MnuvNn14101.y dil't—lb, las unM•wa r13104 -sm. is 0.) wvp lopep 1.sp7A110414%wwg 1001anttlt ovaps. A r pdttrdgrMq vyndlq b b kwd1w ";k lnbMml•r 100.0.d• pH tr lwp nuspm urgt.m.. uor Anthony T. Tombo lll, P.E. I CAwllktlm1Yglet".d lnlwvbbdo. Nw.100•es•Ovd".1WIW4ksp,,vbrlmd41VRLMK.1NbuiWh h.1 MI Mq>nM OtrOdgldltxd011mttl16g1a0go:gl.kWlrt•dk•gJOM61oNYW! x 80083 NIL' gkWulboop r0.1tt••n•N100do1,1mrtdp4 utdbbMg11vN1mSM1 b'x•a110rjplblk/h d1d1x1vr1A1n,r'a p•dp!>•• ot11141t b,rynifft IWO"0b 1'"' hvp•.bal vIranElp. lmtbllo••.aht 4451 St. Lucie Blvd. A•nW W1111o(.lydpM 9nv^kgllAptn w1br11hl:nthvp Ew"b101b9wghupl,•Inotlmvbp• oral W4YlavAaMb:n•r rt ldW vllu• Fort Pierce, FL 34946 tgpip110 7016 A 11111 hvua • Avilo171.1omb110, p.1. Irpgrldiol of 44 rK0101, in of lnq it pohldrd rnlca Ar rlilM pnmltuu hem A•I tool bvsut • Avlbwr l.lod 1 fit 1`1 Jobs Truss Truss Type QN Ply RYAN HOMES / SUMMERLAND WRCSUCE FG6 FLAT GIRDER 12 Plate Grip DOL A0193440 Job Reference o tional Al Ig001 I russes, Fort Pierce, FL 34a4ti, oeslgngatuuss.corn Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:49 2017 Page 1 ID:?s00v11zBGko2hFpRYbzzzOpep-ZV6fMpxvikeErJToMYnwwkkkUw3xZaenyl¢w?ry70 8 3-2-14 6 2-0 + 9.1-2 + 12-1-0 15-0 8 17-11-10 21-2-8 3.2-14 2-11-2 2-11-2 3_5 2-11-2 2-11-2 3-2-14 1.5x4 II 15x6 = 4x8 = 3 1.50 II 1.5x4 II 3x6 = 4x8 = 1.50 II 19 Dead Load Dell. =1R in 5x6 = 20 9 4x4 II ax V 500 MT20HS= 4x4 = 4x4 = [x4 II 51:10 = 4x4 11 2x4 II LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1;00 TC 0.64 Vert(LL) 0.23 13-14 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.74 13-14 336 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.22 13-14 999 240 LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (Ib/size) 18 = 2278/0-7-4 (min. 0-1-8) 10 = 2194/0-7-4 (min. 0-1-8) Max Horz 18 = -39(LC 6) Max Grav 18 = 2447(LC 2) 10 = 2365(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2062/0, 1-2=-6160/0, 2-3=-6160/0, 34=-12747/0,4-19=-12747/0, 5-19=-12747/0, 5-6=-12747/0, 6-7=-1274710,7-8=-6068/0, 8-20=-0068/0, 9-20=-6068/0,9-10=-1962/0 BOTCHORD 17-18=0/718,16-17=0/10934, 15-16=0/10934,14-15=0/10934, 13-14=0/12747,12-13=0/10918, 11-12=0/10918, 10-11=0/699 WEBS 1-17=0/5700, 2-17=-522/0, 3-17=-5013/0, 3-15=0/281, 3-14=0/1903.4-14=-669/0, 5-13=-664/0, 9-11=0/5623, 7-13=0/1920, 8-11=-510/0, 7-12=0/293, 7-11=-5093/0 NOTES - 1) 2 -ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25R; Cat. ll; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. - 5) All plates are MT20 plates 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-M wide will fit between the bottom chord and any other members. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 9-20=-60,10-18=-20 Trapezoidal Loads (plf) Vert: 1= -170 -lo -19= -230,19= -230 -to -20=-170 1-1 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 225 Ib FT = 0%u r.fy nwe.ryf.w.n•ilzlnnsoryulrlarwltusuaau[rsmioxisrs;uuerurrun'e,..lwi apwf•exfd an.nfuefe„;,r...lptgdrw.frl.anrt.l,fwa.s,.f alen,e,r.Nfmr.amr..1 ni,lfomlAf/mirndwe,maMAafe lw/r,xplgreQi.std.nmw nm,ueumo.uA.uAdp,wr,trrgnywlrgMdaq,Arfq,uffffnarnairoq.denfllreup.f.peldsi eo..wrsl Anthony T.Tombo111,V.E. d1N A)I:nfbq Wly NYny.ldAr!A6fAm.OfOmf.arir,i,pxvh WLh bnpr,b,dtaAb4LbCdMMl.xry,AfdflN M1e nAAbIpldlw Wnfdblmf.d ldiym4. b04Awd Yml,Hlbbu,pvlUfA Sat. 6lalq htqsdfa:nvi, Outs fe.610Cdbr 1M A,ndFldpfy.sl4q h sm pOljpY,Mll nld W1n1bn04 p.YpJau 1nIW/VnfpnJlan d mf4haf Au.I,r,f l,lptap.dlm1Mn47nu,aYff 4451 SL Lucie Blvd. Aa.iul,Ed llr[eftl gdf9o mmrlfiprnlnfAH hl,subupflpp,b sclbr(la 11w.0rosOrmbpml.f iiM U•OAdurnorl"Nudisml Fort Pierce, FL 34946 ppilli0f111A•Ilalbntn•Inlayl.lrmM1/ll1./.1. trpdmiadilnb,ooem,ieollagitpoll4dridennevfinnitrmiftipM1mA•Ibolbnuf•Anharl.bat lll,ll. sucE I FL01 ( Floor 5 1 - -_ A0193441 IT: I I 'S 19Fort Pierce FL 34946 des n a1 Wss com Job Reference (ootwnal) 19 C Run 8 120 s Nov— 2017 Pnnt. 8.120 s Nov 12 2017 MITek Industnes, Inc. Tue Dec 19 14:43:50 2017 Page 0-"ID:?sOQvllzBGko2hFpRYibzzzOpep-1 hg1 a9xXU2m5TT2_wF19TYHtyKKKl1 hwBbilXHy7Q H: 20 11 1 B B 44 Dead Load Dell. = W16 in 3x8 = 3x4 = t ' w 3x4 = 3x6 FP= 3x8 = LOADING(psf) SPACING- 2-04) TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP M 30(Oat) 'Except' T2: 2x4 SP No.2(flal) BOT CHORD 2x4 SP M 30(Ilat) WEBS 2x4 SP No.3(8at) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (Ib/size) 12 = 1146/0-7-5 (min. 0-1-8) 18 = 1146/0-7-5 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3711/0, 3-4=-3711/0,4-5=-4896/0, 5-6=-4896/0,6-7=4896/0, 7-8=-3715/0, 8-9=-3715/0.9-10=-3715/0 BOT CHORD 17-18=0/2158,16-17=0/4621, 15-16=0/4621, 14-15=0/4896, 13-14=0/4625,12-13=0/2169 WEBS 2-18=-2386/0,2-17=0/1717, 3-17=-263/0, 4-17=-1006/0,4-15=-93/768, 5-15=449/33,10-12=2398/0, 10-13=0/1710,7-13=-1005/0, 7-14=-153!119 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 3x4 = 3x8 = 3x6 = CSI. TC 0.72 DEFL. in (loc) I/deft Ud PLATES GRIP BC 0.92 Vert(LL) 0.4713-14 532 360 MT20 244/190 WB 0.82 Vert(CT) Horz(CT) 0.6613-14 0.10 12 377 240 MT20HS 187/143 Matrix -S n/a n/a Weight: 104 Ib FT = 0%F, 0%E 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard aty NWIW.At'W"-slim amrstuEn Rim RoelfOlaxislySFJ111l ow"llmli YRbr rn4 W Notlntd daM.btlmt ks#^91 JdrIh11.6rM4rI M en 7lenMn n WnAunv Yrdpblp.Y dwrWL w ldl Nr nlsMtil U Lntl rgtlRr Pt.> 1 p t;rWNgl{figeaxomprarbxrtt4r Awv1.4h4r/b,b Wprbt yt lnttNAtl.baitdl. d AI bimp ""*t.bgW>awt.dr°yIrlraM w q nyr W rbpm. 4tytrb wl wgr,,.b.mnrbm rerrwlrras WrIF1.11t nNrbaldW Wmrblm rutillsOywryt.dYnq frbuy.WUr thony T. Tombo III, D.Eytpril- , OWS1r oft aGdb oaylwWrlr,glv,w,lyhndwAwftludioP"Fa,n mles.tat x Tomb elc.lulmrlrsf#sogdq..trghdnrtH rlmtA 1 N a8lanrMnftt6nt Mgr.lnt Mtp fga°rUm f/W,ss,iWn80083euagmndrnrtr>gM,y...lmtstv,6oweMr4 u or,dx•nnnlradbml. 4451 St. Lude Blvd. gpld10f01 A•Ilel6 ust•4anyl.l md1/W.L1. Ilp 1 Die d4nhmnem,i ottue,itpohlile4rillr Illerrinwrrraisds h ol•IGdhnsn•A Ao yLl ot RI,iL Fat Plerte, FL 34946 1 7 Job Truss Truss Type oty Ply RYAN HOMES/ SUMMERLAND TOP CHORD 2x4 SP M 30(flat) *Except* 5) Recommend 2x6 strongbacks, on edge, spaced at A0193442 WRCSUCE FL02 Floor 1 1 xx4 SPM 31 (flat) B2: 2 M 31 walls at their outer ends or restrained by other means. WEBS 2x4 No. 6) CAUTION, Do not erect truss backwards. Job Reference (optional) Al Rbol Trusses, Fort Fierce, FL :74'J40, oesign0altruss.com 0.1-8 H 2.6.0 mun: o. icv s tvvv 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:51 2017 Page 1 ID:?s0OvIIzBGko2hFpRYbzzzOpep-VuEPnVy9FLuy5ddBUzgO09pOPkhxl UG40FSO4jy7O_6 250 0.10-e -8 Dead Load Dell. = 1/0 In 3x6 = 3x8 = 3x8 MT20HS FP= 3x3 = 3x8 = 3x6 = 4x4 = LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-041 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017lrP12014 CSI. TC 0.87 BC 0.84 WB 0.80 Matrix -S DEFL. in (loc) I/dell Vert(LL) -0.47 14-15 >509 Vert(CT) -0.6014-15 >395 Horz(CT) 0.07 13 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) Except' 0.131' X 3') nails. Strongbacks to be attached to xx4 SPM 31 (flat) B2: 2 M 31 walls at their outer ends or restrained by other means. WEBS 2x4 No. 6) CAUTION, Do not erect truss backwards. BRACING- 7) Hanger(s) or other connection device(s) shall be TOP CHORD provided sufficient to support concentrated load(s) 850 Structural wood sheathing directly applied or 6-0-0 ocStrutt, S Ib down at 21-0.4 on top chord. The design/selection except end verticals. of such connection device(s) is the responsibilityof BOT CHORD others. Rigid ceiling directly applied or 6-0-0 oc bracing. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). REACTIONS. (Ib/size) 13 = 2103/0-3-8 (min. 0-1-8) 19 = 1039/0-74 (min. 0-1-8) LOAD CASE(S) Max Grav Standard 13 = 2103(LC 1) 1) Dead + Floor Live (balanced): Lumber 19 = 1074(LC 3) Increase=1.00, Plate Increase=1.00 FORCES. (Ib) Uniform Loads (plf) Vert: 1 00 Max. Comp./Max. Ten. - All forces 250 (lb) or less except s (lb) Concentrated Loads (Ib) Concentrated L when shown. Vert: 11=-850(F) TOP CHORD 12-22=-884/0, 22-23=-884/0, 11-23=-884/0, 2-3=-3391/0, 34=-3391/0, 4-5=4269/0, 5-6=4269/0, 6-7=-3333/0, 7-8=-3333/0, 8-9=-3333/0, 9-10=0/758 BOT CHORD 18-19=0/2010, 17-18=0/4269, 16-17=0/4269, 15-16=0/4269, 14-15=0/4112, 13-14=-137/1894, 12-13=-758/0 WEBS 10-13=-1067/0, 2-19=-2222/0, 2-18=0/1526, 3-118=303/419,4-118=-112113/0, 9-13=-2329/0, 9-14=0/1673,8-14=-257/0, 6-14=-950/0, 6-15=-169/740, 5-15=-301/8, 10-12=0/1149 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 21-2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 Ib FT = 0%F, 0%E b.siq • rtet.b,n+Is t t.b •I I1 W nrMr9uln arW nue a(alMISMa1r11rr1 uue uKmr im It*bxp pmm wmr.m.btbn, b,p bn.ilnrl.I b+dl.n brlta I I br.m wd bbn m mntM.tu othl nb 101..y Wbltm NtlifttM.ntlbbnlb. dsi is$]Mi Mop lgr.pt. Sp70 bpM,budn.s wttpnd,.woos. do$ pdn*wtynignti.Wrgbtb lnpsib t.7l hnt Mml nib nCwli..b/til 1b Mpnngettsrdgttraatt.twdti Anthony T. Tornbo III, D.E. I d'odblmss,W1tWghbtttptlbb;dit%.t.be..il.btolVon fth4q pn,.trtw.ais,OL6 Kolbled 10silWofMi. gptddblMdendbntsibrmt.a7siy40rynitgLbttlb..IbtvitMbbn,p.WWd 280083 bhxglnp..lrer.w fro,too.bneVila pow, .IFifth" dim ban (O".dwqur ommojiibtwhlrwuuntd.msspt 1pas. onr1.tbmpoisusrrnrbhnskw irs,bMptq,s.11sonKnomw.m 4451 St. Lucie Blvd. 1u.w ldwllr l rid qnl q.s myli t/pnnbsitN Ise lnnbp[epmh 101 bdl3qbnp.,.1"$rft.bpm sins Man IO totlutlb,.t.tnldwl.lnl Fort Clerce. FL 34946 b(oppipbo111AA•liod6osus•Anlogrllool/ill.p.1.tgrdodiudail bn.Id,is"IIN16isphotbed.it914b/.tinolW1104iw600A•Iloollrnut•bAnrl.IwtO%?I Job Truss Truss Type Qty DEFL. RYAN HOMES/ SUMMERLAND ' Well L/d TCLL 40.0 Plate Grip DOL A0193443 WRCSUCE FL03 Floor 5 PIY 1 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) Job Reference (optional)' Al Roof Trusses, Fort Pierce, FL 34946, design@altrvss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 1914:43:51 2019 Page 1 ID:?sOCMIzBGko2hFpRYibzzzOpep-VuEPnVy9FLuy5ddBUzg009p_lkiatU14OFSO4iy7C 6 0.1-6 H . 2-6-0 ' r 24-12 ; 11-841 34 = 3x4 = 3x4 = 3x6 FP= 3x8 = I 2.0-0 I 2-3-0 Ipki4l Dead Load Deft. = 1/8 in 3x3 II 3x3 = 3x3 = 30 = 3x8 = 3x8 MT20HS FP= 3x8 = 3x8 = 3x6 = 3x3 = LOADING (psf) SPACING -2 0 0 CSI. DEFL. in (loc) Well L/d TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.39 18-20 609 360 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.52 18-20 456 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(Sat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 23 = 1012/0-7-5 (min. 0-1-8) 17 = 1729/0-3-8 (min. 0-1-8) 14 = 52/0-3-8 (min. 0.1-8) Max Uplift 14 = 139(LC 3) Max Grav 23 = 1021(LC 3) 17 = 1729(LC 1) 14 = 204(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3177/0, 3-4=-3177/0, 4-5=-3875/0, 5-0=-3875/0, 6-7=-2708/0, 7-8=-2708/0, 8-9=-2708/0, 9-10=0/1199,10-11=0/1197, 11-12=-127/359 BOT CHORD 22-23=0/1899, 21-22=0/3875, 20-21=0/3875, 19-20=0/3598, 18-19=0/3598,17-18=0/1158, 16-17=359/127,15-16=-359/127, 14-15=359/127 WEBS 2-23=-2099/0, 2-22=0/1413, 3-22=-296/21, 4-22=-976/0,9-17=-2419/0, 9-18=0/1743, 7-18=-258/0, 6-18=1012/0, 6-20=0!700, 5-20=-282/0,11-17=-1 14 110, 12-14=183/536 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 14=139. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 26 I1 Weight: 127 lb FT = 0%F, O%E rely • lew `gtlr Ine. k'1I M "Mrsmin er111 nun rtaantnttn1p11raTa uucntwnr etc wrr r,y wamn d dan.kl inn kyle..ypmd s u1q l.lrk Ort w.m fwkr..l bts'd-w ddd arose m .1 eI111/O11OrM11MbIdMklpe.dd blbnik*lipm01.Irmedr Enbsok WIIq 1111p.M.Now do.rd.edldquorrmwWrk W k rn'pd k uy111mbaw no adl..MINI klwp.Nspm.edplmosLurd0. Anthony T. Tombo 111, P E. I dI.dMlmlkgWeyhknlplrOdd!dkAedk4•aillstdgfeMWlyk>7.r.sblondMULbKdMMdl.YryldIdIF1.MipnnldM0ui.!b mdYlntdlgWW* WW. bad" deoi"is lnywlyd *80083 khaggodemk4e.UnedWrack 11110.1t. Alandrd"sdM4dy imposed is" Wnsworyl~4Md11U e11dow.3%, peddmddsnpimM1os]nelnydintsdkbn/kxpdl, h.I 11"Obrin rmr rsriale, West 4451 St. Lucie Blvd. Axdu MullrlflrldgdgosnwNrll dletn MdlQ Nl lnukup upw a lel k ld'dpkupn,x inn slasisped dor Win dr pddadeledednldwlbftrl. Fort Pierce, FL 34946 srpi(YIO?DsthIIAlbrsus•Ankgm61.11110.r.1. kpllsdiosdhis laodm.isall.aifpklildorilEcrldrrrinKcemirlils6soA•Itaol6nx+•eu6WOO, il. Job Truss Truss Type Qty 40.0 RYAN HOMES/ SUMMERLAND 1:00 TCDL 10.0 Lumber DOL 1,00 A0193444 WRCSUCE FL04 FLOOR 1 PIY 1 Code FBC2017rrPI2014 Job Reference (optional) Al KoOr I russes, ron tierce, rL 414VAID, Oeslgr1L01allUuss.QORI 0.1-8 ' H I 2-6.0 i I 3x4 = 1 2 I 12 1110 9 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:52 2017 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-_4nn7rznOfOpinCN2gLdYNMB677jmOGDevBac9y70 5 Oinrq 2-0 3x4 = 4 5 6 3x4 = Dead Load Den. = 1/8 In 7 30 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1:00 TCDL 10.0 Lumber DOL 1,00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No 3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc; bracing. REACTIONS. (Ib/size) 13 = 721/0-6-14 (min. 0-1-8) 8 = 714/0-3-8 (min. 0-1-8) Max Grav 13 = 721 (LC 1) 8 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/0, 3-4=-1980/0,4-5=-1623/0, 5-6=-1623/0 BOT CHORD 12-13=0/1266,11-12=0/1623, 10-11=0/1623,9-10=0/1623,8-9=0/1623 WEBS j 2-13=-1399/0,2-12=0/790,3-12=-378/0, i 4-12=0/615,4-11=-286/0,6-8=-177810, 6-9=0/262 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 3x8 = CSI. TC 0.87 BC 0.99 WB 0.49 Matrix -S DEFL. in (loc) I/deft Ud Vert(LL) -0.4311-12 >369 360 Verl(CT) -0.5611-12 >280 240 Horz(CT) 0.03 8 n/a n/a 3x8 = PLATES GRIP MT20 244/190 Weight: 67 Ib FT = 0%F, 0%E f..q IWu4mpYr rrhr M1'W no11nS36 xlllrl droll R116A(W7111e1SQS16Yj IIIA';iWCnEKWr4., hdr LdppwCmd rd.ln ntLm Mtphr.gl lddX11 InpR 1he Mn1M.-Snr MnsrhrnuoNrWIq,sy WlrYrvnn/kff WlbrdhblN4hdd UrI'm"l"jI.Srrudirlrprel.rvdngn7lgnNl epwdr.Mdrsudigxr"' q sdlglrbrnPdoos.prinntwialnorRoad NMI hbsgmr pr.Ydq reowf.sNdgsy Anthony T. Tcmbo 111, D.E. I drnrlblmhYg1.16gNOrmprulWdhAui.Yo.rrnb'IrNgfnbWhq ongr•,.bl Cn ISEl,bo:dOrbdlr/gMrdiFl Nor: oleOra 80083 b MJap hs dhn.i /U ar senl.hlWdnr r m.ta drEsndb MgU.l s. War hY•.mw(16erNhsWlr lPIdSW No rd.ndl. torrid Walt. MI05a,s4-4.4Mrs ennn etr tins hup.,hns hsplgaorN inn dnd.rn'r'rh 4451 St. Lucie Blvd. r)..hr lent lrrhd.d qrd rN.Mol4iNin ss+dnl ar inu huptop" 11lei 4t Ifty Stupe,. hmssrma 6pn.d r oNlq RleNi sN.:n r M.N.IMI Fort Pierce, FL 34946 opyrgbl011116A•Itool linses•Amlogl.InfeIll, r.1 tepldodkodlbio6oroox.6loayl ghpobibdd itboodThewineope hsiahemA•Ilaidhosses-Aoibooy1.Intollfr.l. Job r , Truss Truss Type Qb Pb RYAN HOMES / SUMMERLAND WRCSUCE FL05G FLOOR GIRDER 1 1 A0193445 W W2 LOADING(psf) Job Reference(optional) w — r rcn,c, " rr U' ucaryn uyd tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:52 2017 Page 1, ID:?sOQvllzBGko2hFpRYibzzzOpep 4nn?rznOtOpinCN2gLdYNMFv75hm3XDevBac9y7O 5 0-1-8 3x3 = 1 1f5x1 II 1-5.0 2 0.9.8 3 3x3 = 4 1.5x4 II 3x4 = 3x3 = 4-1-8 L 1 1:Edge 0-0-121 W W2 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in 0- 1.5x4 II 1.5x4 II 7 6 5 3x4 = 3x3 = LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 556/0-34 (min. 0-1-8) 5 = 799/Mechanical Max Grav 8 = 556(LC 1) 5 = 799(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1020/0 BOT CHORD 7-8=0/1020, 6-7=0/1020, 5-6=0/1020 WEBS 2-7=0/315, 3-5=-1194/0, 3-6=-308/0, 2-8=-1194/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 5-8=-7,1-4=-67 Standard Concentrated Loads (Ib) Vert: 3=-1062 Yorq•r6nrpn nrx. Ae 111001 NWSfkL[r1@eIW INStIWU4tKlgIC jOTll jttu9e11KY:IrW red!MtrR eduM rnrMtrwe Asy aq(IBPIdie 4 g11rArll: ldarn9rd k...y IY6uYe.m>aa1dM110.ey tuidu.e eNreddh.ulbrlR+eMrrd brMepyLgw pr.lnndyfeprrr)brrdregrannwrsmn.ud6mMusdegsagny elY Y ArYardsdghlmrlgW1 Y17ed,datKt t YgrnuryJroyyaetan,nedi¢ Anthony T. Tombo 111, D.E. i Wru/srLmYwbybinywGgibO.w.bD.eaieMud grueb YdlgAvpr.e0rngtd MtILW4IW4r MdeWgrdrWlM.Ib eprnddblMWnpomdYlnxed lleWq degr. rddWWlrq 0:11r ft44.46id G 4Mq Mgrr dlmem 110. 0 Me b Md1k eradpedenolb WQR(-W Wdt ift K9l0hM it et WWW n rdrmre6r padpAw nLlA6n6rnprW:MW 4errdb L.uM Ani Wirgrlbdrda,edree = BOOB3 4451 St. Lucie Blvd. db.I.r lrMhl(ede7gdre e.rdlgh Ap4eFbrA lie4nlMylgarah101MWpq ke*er.LM SlWelrpu dyhdOq 11re1drYW erel ernAderAellll entyb01016AIIedlmtet Aetboyl Ioe4 OLF1. Iepedeowdtlielaemed,qsay enl4nnolibitto dam Ile nrxeepcainin4nAlbdhexn AeMryl lwleill.f.l. fat vieue, FL 34946 4-1-8 Plate Offsets (X,Y) - 1:Edge 0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.03 5-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.05 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 22 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 556/0-34 (min. 0-1-8) 5 = 799/Mechanical Max Grav 8 = 556(LC 1) 5 = 799(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1020/0 BOT CHORD 7-8=0/1020, 6-7=0/1020, 5-6=0/1020 WEBS 2-7=0/315, 3-5=-1194/0, 3-6=-308/0, 2-8=-1194/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 5-8=-7,1-4=-67 Standard Concentrated Loads (Ib) Vert: 3=-1062 Yorq•r6nrpn nrx. Ae 111001 NWSfkL[r1@eIW INStIWU4tKlgIC jOTll jttu9e11KY:IrW red!MtrR eduM rnrMtrwe Asy aq(IBPIdie 4 g11rArll: ldarn9rd k...y IY6uYe.m>aa1dM110.ey tuidu.e eNreddh.ulbrlR+eMrrd brMepyLgw pr.lnndyfeprrr)brrdregrannwrsmn.ud6mMusdegsagny elY Y ArYardsdghlmrlgW1 Y17ed,datKt t YgrnuryJroyyaetan,nedi¢ Anthony T. Tombo 111, D.E. i Wru/srLmYwbybinywGgibO.w.bD.eaieMud grueb YdlgAvpr.e0rngtd MtILW4IW4r MdeWgrdrWlM.Ib eprnddblMWnpomdYlnxed lleWq degr. rddWWlrq 0:11r ft44.46id G 4Mq Mgrr dlmem 110. 0 Me b Md1k eradpedenolb WQR(-W Wdt ift K9l0hM it et WWW n rdrmre6r padpAw nLlA6n6rnprW:MW 4errdb L.uM Ani Wirgrlbdrda,edree = BOOB3 4451 St. Lucie Blvd. db.I.r lrMhl(ede7gdre e.rdlgh Ap4eFbrA lie4nlMylgarah101MWpq ke*er.LM SlWelrpu dyhdOq 11re1drYW erel ernAderAellll entyb01016AIIedlmtet Aetboyl Ioe4 OLF1. Iepedeowdtlielaemed,qsay enl4nnolibitto dam Ile nrxeepcainin4nAlbdhexn AeMryl lwleill.f.l. fat vieue, FL 34946 Job Truss Truss Type Ob Ply RYAN HOMES/ SUMMERLAND 1.00 TCDL 10.0 Lumber DOL 1.00 A0193446 WRCSUCE FL06GE Floor Supported Gable 1 1 Code FBC2017/TPI2014 n/a Matrix -S Job Reference (optional) Al K001 I nlsses, von merce, rc aysaa, oeslgn ayaiuuss corn 3x3 = 3x6 FP= 1 7 7 d S R 7 A 4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 1914:43:53 2017 Page 1 ID:?s00vllzBGko2hFpRYib=Opep•SGLACA Pnz8fKwnZbOssSavYCXaLVajN1Zx78cy70_4 0)1-8 3x3 = in 11 17 13 11 1S 1R 17 1R 14 zn 21 c iA I 0 23224241403938 :37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x3 = 3x8 FP= 3x3 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(ftat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(ftat) OTHERS 2x4 SP No.3(ftat) BRACING- TOPCHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-" oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. ; lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 Ib or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. DEFL. in (loc) Well Ud TC 0.08 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0 00 22 n/a n/a Matrix -S PLATES GRIP MT20 244/190 Weight: 111 Ib FT = 0%F, 0%E g NOb..Jbnor.e.•++lem11misfsallnWWIFM910=11S b. Iwbart rd+mtrdm.'m Muo..Mwwrwm..y W1wu.tr.dmtduN.rbYlUsh.el h,IM, Murbw(i.*1151Lqmu4b%W.n110m..tea.lb. ud6rft-0.14"gwultnbb6urdaWOI.,61M.Uln0.r.1114. hbt*.trtruet,6.lgubu,t[wL! Anthony T. Tombo 111, P.E. I argrayu.g..bwwrs.uq.wrbntld :80083 4451 $I. LYCIE BIVd. w...n. I.l.w y.(rd9.4 g... nblh 4"tlwsw hbnt{tur lgvubUlb W4grn*...•i.ntfldurl pmdgrdpg Utgmuw bn..n6ld.ln 1. Fm: Dloce, FL 34946 eriy bq.dmo m0701611bwlwxetAs"yI Isow111.F1. k.dlbtlaol,ieomr4,nrml.ldelydkMlbneUlnrnmsvwbm114d6abDtn .ryt.led.la,/l. FL07 I Floor 0.1-8 HI 26' Cz 21 3x6 = 4x8 = LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat)'Except- W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22 = 1335/0-7-4 (min. 0-1-8) 14 = 1329/0-3-8 (min, 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4511/0,3-4=4511/0,4-5=-6556/0. 5-6=-6556/0, 6-7=-6653/0, 7-8=-6567/0, 8-9=-6567/0, 9-10=-6567/0, 10-11=-4551/0, 11-12=-4551/0 BOT CHORD 21-22=0/2565, 20-21=0/5823, 19-20=0/5823,18-19=0/6653, 17-18=0/6653,16-17=0/6653, 15-16=0/5848,14-15=0/2618 WEBS 2-22=-2835/0,2-21=0/2152,4-21=-1451/0, 12-14=-2876/0,12-15=0/2137, 10-15=-1434/0,10-16=0/878. 8-16=-317/157.4-19=0/889, 5-19=-313/160,6-19=-776/422, 6-18=-252/254, 7-16=762/435, 7-17=-258/248 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. I6 I 1 T Nov 12 2017 Print 8.120 s M P-"I—"4 3x4 = 30 = 3x3 = 3x3 = 3z6 FP - 4T1 5 6 7 8 9 10 11 20 19 18 17 16 15 3x8 MT20HS FP- 3x6 = 3x6 = 4x8 = 3x6 WB= CSI. TC 0.71 DEFL. in (loc) I/defl Ud 187/143 Vert(LL) 0.7017-18 417 360BC0.81 Vert(CT) 0.9617-18 303 240WS0.61 Horz(CT) 0.13 14 n/a n/aMatrix -S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131'X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard tA0193447 3 2017 Page; jN1Zx78cv7O 4 0-4-8 Dead Load Dell. = 1/4 in 4x8 = 72 13 nE12 251d11T 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 125 Ib FT = 0%F, 0%E I.q Mnr MerdllrrNM11 n01 n11StsrpUlrj Qrilll nwao erislr110x11n9';1W(nlK.I.rhn,lnA/My PnrpndmldneotLnrMppngll[pidblge/1.1r4R11.bhm11M {br.x Oileu O..N ypryMipp.eym1rlO Oita rMa W4 1, 114MHd / o-W.l=¢19e•Pe•>I 1triPreM,b Wreq iplrgrvpmermPa:r rrMpinLed nywnq reyeWre/brMrnpelM reyr inn 6reW wbibb .MRI Alry nr 6 Wqk wMyMWgL g*,low.bI Am.MD.eirelrhN eh• P nipr=Idqu0bes uel0.) M MYaI b%pn d4nre..Worr.w.Mipd Mlremterd clef. mr Md42wwS,.MnowompLM0.'dbwd A"I'dw dls I. poorp.. ldbl0/dg4H.ndbinn b'4 AndrAwP. bnm/rdYgq J wbuyeuW,a It101fyT 80083 III, V.E. ef.dm lmeelhefs aqd qe. Phumdb MMy eget" hsw,. ).My Mbpw MowVIAdnnOb l".1"" RleyrbnyrN7andeenKL6nr Mur.bnrinp[gsnylmr4Mewa ,a n a 800831441arenrbe! ae loss MyefgorrnAlClbp'MI Ms x,.Inalfet. EepardefaA>ol Um7irN.:bneAlW.ml 4451 St. Lucie Blvd. GPpilb01016A•Iloot husses•blbee 1.tomb.In. Ff. hPreleditedllis6n.orol,mspy laaispolibiu6•nAcutderribgereissia6ellA•Ilost besses•An6wrl.bolbl0,tl Fort Pierce, FL 34946 Job' Truss , Truss Type Ott Ply RYAN HOMES/ SUMMERLAND 24 = 1448(LC 1) 1448(LC 1) A0193448 WRCSUCE FL08 FLOOR 6 1 Plate Offsets (X,Y)— [2:0-5-0,Edge), [4:0-3-0,Edge), [11:0-3-0,Edge), 113:0-5-0,Edge),115:Edge,0-3.0), [16:0-5-0,Edge), [17:0-2-0,Edge), 19:0-3-0,0-0-0), [22:0-2-8,Edge), 123:0-5-0,EdgeJ,124:Edge,0.3-01,125:0-1-8,0-0-121 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com d 0.1-8 HI 2-6-0 i 3x3 II 1.5x4 = 5x10 = 5x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:54 2017 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep-wTvYPW?l YGHWy4M195N5doRgvxkMEutW6Dghg2y7C_3 148.0 „ 212 „ 148-0 , 3x6 FP= 3x6 FP= 5x6 = 5x10 = Dead Load Dell. = 114 in 24 23 22 21 20 19 18 17 16 15 5x8 = 5x10 = 3x8 MT20HS FP= 3x8 MT20HS FP= 5x10 = 5x8 = 5x6 = 1.5x4 SP= 5x6 = LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(Oat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing.; REACTIONS. (Ib/size) 24 = 1448/0-7-4 (min. 0-1-8) 15 = 26-7-12 Max Grav 24 = 1448(LC 1) 1448(LC 1) 26-7-12 Plate Offsets (X,Y)— [2:0-5-0,Edge), [4:0-3-0,Edge), [11:0-3-0,Edge), 113:0-5-0,Edge),115:Edge,0-3.0), [16:0-5-0,Edge), [17:0-2-0,Edge), 19:0-3-0,0-0-0), [22:0-2-8,Edge), 123:0-5-0,EdgeJ,124:Edge,0.3-01,125:0-1-8,0-0-121 LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1:00 TC 0.28 Vert(LL) 0.6319-20 499 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.87 19-20 362 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.11 15 We n/a BCDL 5.0 Code FBC2017lrP12014 Matrix -S Weight: 222 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(Oat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing.; REACTIONS. (Ib/size) 24 = 1448/0-7-4 (min. 0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less, except when shown. TOP CHORD 2-3=-5456/0, 34=-5480/0.4-5=-8308/0, 5-6=-8308/0, 6-7=-8308/0, 7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, ' 10-11=-8327/0, 11-12=-5530/0, 12-13=-5506/0 BOT CHORD 23-24=0/3101, 22-23=0!7228, 21-22=0/8675, 20-21=0/8675, 19-20=0/8675,18-19=0/8675, 17-18=0/8675,16-17=0/7263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=-3367/0, 13-16=012555,2-23=0/2573,12-16=-264/0, 3-23=-265/0,11-16=-1870/0, 4-23=-188810,11-17=0/1156,4-22=0/1172, 10-17=-303/68, 5-22=-301!70, 8-17=-1019/319,7-22=-1034/304 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d 0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard hbrq•Ibr+b.+yl,mx.b71110IIISSBrUUtfi QUul l9x3l(Crplell UfIGCW'IPiHo7rUIW:bT b. ret Mu rrrnbl rl+rlha+rhb+i1n1 b1q+b+nq dbadpl.IW,lrlltbmfMbb+w Wu•e.n+cglrMlp. rF Whl,r+yr+dJM.u/bb11AnM+il l/rlmlMylgrm r.lPod1[r,Qbdrr rdnrrunrogbu rpA+trlry.uyn+rr+YgbiM1tlp utYy+bn+IgWrbnl wF,dslM1l, hkq nsgs.b afarl,reW Anthony T. Tombo 111, P.E. dm/blbn+brr4hbinbnyr$In/b0..n,bD.ruirA.bdgN•bWkrhvpll..buan hl+OCh4hx h16dhAhquMdiM1r,Irpnd YlMr1e11d1ar40+Im+,.6ir Ir4gtlnp.gLrrtbrgrdrhrn11r1ik,t :80083 b 4Yy h+1ry r1(r.r. Um+nw.hlbl rlM+oul rl iWrl/blWhlrrarr.lM,Ii.rriWQpN+l+lb 111 rl llUnn1,m11YAed i., 1111Ylr+b nlrrJl l+rlW+4b IMlhgr,imlMylgru rl lrr+Iy,hCe.,r1n+ 4451 St. Lucie Blvd. Ao.b+MJIrFI(rr.17n17r..1 i1 nIN+1+M,1 hbn1l!hT l9r•br Ib4ilq Myr..1lN i:ur 1pm4q Nb, {ryW/rbnllnAAr1 1141. Fon Dlerce, FL 34946 royh b0101AA1Ghdlutu+•Imlhryl.lerMtlLl.f.IepeHmwdibis 4nntp,isollrr,isp.6WtlrillAIli vi1mnrnenwhis l•Ibdlmut Ago"71.1ftlismr.l. Job Truss Truss Type Qty 40.0 RYAN HOMES/ SUMMERLAND 1.00 TCDL 10.0 Lumber DOL 1.00 A0193449 WRCSUCE FL09G FLOOR 1 PIY 1 Code FBC2017/TPI2014 WS 0.91 Horz(CT) 0.12 15 n/a Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0.1-6 H 2-&0 3x3 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:55 201,7 Page 1 ID:?sOQvllzBGko2hFpRYbzzzOpep-OfTwds?gJaPNZExyjouKA?_dL4TzGWgLtOEDUy70_2 1 1-8.022f-5-12 1.1- 4x8 II 4x8 II 3x8 FP= 3x8 FP= MSH422 Dead Load Deb a 5/16 In 24 23 22 21 20 19 18 17 16 15 5x8 = 500 = 3x12 MT20HS FP- 3x8 MT20HS FP= 5x8 = 500 = 5x8 = 1.50 SP= 3x6 SP= LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 WS 0.91 LUMBER - TOP CHORD 2x4 SP M 31 (flat) BOT CHORD 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (Ib/size) 24 = 1629/0-7-4 (min. 0-1-8) 15 = 2000/Mechanical Max Grav 24 = 1629(LC 1) 15 = 2000(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0296/0, 3-4=-6321/0,4-5=-9962/0, 5-6=-9962/0, 6-7=-996210,7-8=-10880/0, 8-9=-10796/0, 9-10=-10796/0, 10-11=10796/0,11-12=-7991/0, 12-13=7966/0 BOT CHORD 23-24=0/3525, 22-23=0/8495, 21-22=0/10880,20-21=0/10880. 19-20=0/10880,18-19=0/10880, 17-18=0/10880,16-17=0/9768, 15-16=0/4485 WEBS 13-15=4852/0, 2-24=-3827/0, 13-16=0/3814, 2-23=0/3027, 3-23=-269/0, 11-16=-221510,4-23=-2348/0, 11-17=0/1117, 4-22=0/1593, 10-17=-406/0, 8-17=-633!797,7-22=-1757/0, 7-20=-15/373, 8-19=-267/53 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 5x8 = CSI. DEFL. in loc) I/deft Ud TC 0.41 Vert(LL) 0.73 19 433 360 BC 0.80 Vert(CT) 1.01 19 312 240 WS 0.91 Horz(CT) 0.12 15 n/a n/a Matrix -S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131'X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=-10,1-14=-100 Concentrated Loads (lb) Vert: 11=-733(F) PLATES GRIP MT20 244/190 MT20HS 187/143 6 Weight: 222 Ib FT = O%F, O%E Yor!•16ae rorr n a.r1 r6a 111601911in WMUI I:UetiWiQIp4l1pIC I'W'lntiW1U16HS1-r. Ir!IrrVt 1d wSbmhr.nl thud-ffl Mdek Okidl W14r ddas Yd80wdrrl0a0hyA ulu0rh pil nor-tprA 4gr4rMrgl7arnmownrudrmhrrdapm-p,t rYMr Oil r.6w. q. ftftl y; rOW! AnthMy T. Tombo 111, D.E. dmdrr Msrq WrlarnvrJkldMae,ra.wrlook +lqe r WrlhuMnbrsredr iraLIs r rd ill" dq rlM. Ih pwddr101r q htl.ODA 1w ri1h0<YrkqdM.daWills hnvaW.ti d 780083 r h80ghdrnriwd urrul.1.rmrrlaea,drelordrl.!ante,w+ugww.Ir,l+alaamrWln dr+Mrl.ad wr nu hr.rrna.ruunrundrua,m.,u.ahurtga.rrm.n.+d.,.rn 4451 St. Lucie Blvd. ab.rrMy.[rdgr s.,drph Al s80 nud Ihimhyl;a hsalrldlp hur.i,nsirsa 1{w dgMy Uy804d r sn80aAd all. Fort Dlelce, FL 34946 Grr4b011%Altadh1un AMIMI1.14061l.r.F. Irr1%rdiM111I1/da om,i e11800,ispr Ii1dd akuldrnidnpao4sioben All lydlnsus-A laa1p1.1 0I Ilk 1`1 Job Truss Truss Type Ory DEFL. HOMES / SUMMERLAND WRCSUCE FL10 Floor 1 JPIYIRYAN 1 A0193450 Vert(LL) 0.4818-19 495 360 TCDL 10.0 Job Reference (optional) Al Ic001 I nlsses, Pon Pierce, I -L s494b, aeslgn cgallruss.corn 0-" H 260 1.5x4 II 1.50 = 3x8 = 1.5x4 It 0 1 2 3 d Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi rek Industries, Inc. Tue Dec 19 14:43:55 2017 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep-Ofrwds?gJaPNZExyjouKA? huL2XzlVgL10EDUy70 2 I 2-2-8 i 1-3-0 i 2-" 'moi Dead Load Deft. = 3116 In 30 = 3x6 FP= 1.5x4 11 3x3 = 1.50 11 3x6 = 3x6 11 6x6 = 4 5 6 7 8 9 10 11 12 3x6 = 3x8 = 3x4 = 1.5x4 II 3x6 = 3x8 MT20HS FP= 4x8 = LOADING(psf) SPACING- 2 -"CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) 0.4818-19 495 360 TCDL 10.0 Lumber DOL 1-.00 BC 0.92 Vert(CT) 0.69 18-19 346 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017lfP12014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T2: 2x4 SP M 31 (flat) BOT CHORD 2x4 SP M 31 (flat) 'Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12 = 1128/0-3-8 (min. 0-1-8) 20 = 1128/0-7-4 (min. 0-1-8) Max Grav 12 = 1128(LC 1) 20 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3612/0, 3-4=-3612/0,4-5=-4533/0, 5-6=4533/0.6-7=4533/0, 7-8=-3873/0, 8-9=-3873/0,9-10=-1212/0, 10-11=-1108/0,11-12=-1212/0 BOT CHORD 19-20=0/2129,18-19=0/4424, 17-18=0/4533, 16-17=0/4533, 15-16=0/2927, 14-15=0/2927 WEBS 12-14=0/1609,2-20=-2353/0,2-19=0/1640, 9-14=-1896/0, 9-16=0/1097, 4-19=-898/0, 4-18=-225/591, 7-17=42/274, 7-16=-1163/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10, 1-12=-103 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = O%F, 0%E vreq•Nwebngill esde.h'eI WW IIISS61'SWlilitr;W RW e1017IIICflllp6lq'IR:r;I(eBqIFURYrc, 4AIMyPmndn wtnwni hneMp rvq[IWjdr UJgl IruRll.ldwa llm MNm tlm en.w dhewbl0l,sy dllei u>ns IYYSledbedbbnlYknld be lows kolplglwspi.*ls4 IeplM b fed w on ahegsvds a , dwepebtaedssfau:yeeslwWbryMbMpdbse e lnss klUslabahw7.wb l'N. hkbp enwganbdgewOwnswdll Anthony T. Tombo 111, D.E. dewAMLnYq WlghOe ngwiBde./O pes.b0.aietortrMysu6Mllol kupr,bnbadb Ol.bCdOiWlwJgnNdIp1. 11e gpewldb nldw; hUrodblmt YliOglwOlmp. bOdde WWW dOI.YnywWefd :80083 b evlq Myer W401 IOens sdedv b 1W d h psesd pdsMs db bdy4gsmSehy hhmwDOlJriYb111III dYle nnlYeaeekpeel pJsre ml Ykssbn PSM's does $W ws kup. bws"hpv d Isws bWW"V,.5"l 4451 St. Lucie Blvd. Aee.W ldsd llehledgdelwv wOgll of lviceswMe! Atlwseduplww b eel Y tagkyb,w inn Slav b ro dor Wks; edeseiaeY:nvewldwl YlRl. Fort Dlelce. FL 34946 eppilMOl1166-11edhesus•Ablhegl 1mbe11.r.1. kpebleoiwdAil dmm,uxrylmaispo6ibiledr'elcello.nbYF"ssiMAm6•Ilbdbenn•6nharl.labo11 1`1 I Job Thus Truss Type Oty Ply RYAN HOMES/ SUMMERLAND ' TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES A0193451 WRCSUCE FL11GE Floor Supported Gable 2I 1 TOP CHORD 2x4 SP No.2(8at) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) Job Reference (optional) A7 Moo.,CTIrU555, rOn rIg,r. rce, r arv, ucbru.,% asuuaa.w,,, F[-- - Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:43:56 2017 Page 1 ID:9sOQAIzBGko2hFpRYibzzzOpep•srl lgC014uXEBOV8HWPZjDW3Klc1 ixOpZX9 nix yp7C_1 8 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2(8at) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 20-1-8. Ib) - Max Grav All reactions 250 Ib or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20.19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/dell Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 Ib FT = 0%F, O%E a.ynwe.. n,M.r'eaua[aoaryuRauu[ru6u6rmi6atmrrfOr[Dnuontarrr.toittvrroeerrr.m a6..rrurM.gllalrrroy[.[nrar[.rr.momw..uthu.+...rr rn * am omuaa.6A.rla.tiaA ISO 6eskwip.6s.[xeWSyr4bud Ory nsm+ 0MOM 116rrwrsyrrs0lwuym r[a ti.NOW inI-heysnvwau6rrlmmn,w>fr[ Antony T. Tombo III, D.E. i80083 r Megaaprls.m u r,M.,.s[ammo,rr.awrr6.nrw,..wry rr..s.p[ulra+r[ 1 mrvoOr. I&..wrr..drw 4451 St Lucie Blvd. Ae.W aSAy. W.a atnl . nBrh Apan..Ad 1 4n ku*6q b WIrMiWrky.,. L.0 frW. [y s4 r r•Mq Uy66o1Mnna6M.111I. Foci Pletce, FL 34946 eppillb 0 2016bllad hems •tettaryl.le bIll. r.l.lepe6rsnnelThis leo eo,is=Ila, is pdilael."tlhewonFamuinbee AIIWhous•Wnr1.[eNrIII, U. Job Truss Truss Type oy Ply RYAN HOMES / SUMMERLAND Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 A0193452 WRCSUCE HJSC Roof Special Girder 1 1 NO BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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 MTek Industries, Inc. Tue Dec 19 14:43:57 2017 Page 1 ID:?s0OvllzBGko2hFpRYibzzzOpep•K1 bg2Y1 wrBf5pY4KgDwoFO3708rrROYyoBvLHNy7O_0 1-5-0 7-0.0 1-5-0 7-0.0 LOADING (psf)SPACING- 342/0-10-15 (min. 0-1-8) 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 342/0-10-15 (min. 0-1-8) 6 = 327/0-11-5 (min.0-1-8) Max Horz 2 = 114(LC 19) Max Uplift 2 = 238(LC 4) 6 = 187(LC 4) Max Grav 2 = 342(LC 1) 6 = 327(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=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 238 Ib uplift at joint 2 and 187 Ib uplift at joint 6. 1.Sx4 II DEFL. in (loc) I/deft Ud Vert(LL) 0.14 6-9 >536 240 Vert(CT) -0.14 6-9 >536 240 Horz(CT) 0.00 2 n/a n/a 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 42 Ib up at 4-2-8, and 38 Ib down and 42 Ib up at 4-2-8 on top chord, and 49 Ib down and 7 Ib up at 1-4-9, 49 Ib down and 7 Ib up at 1-4-9, and 17 Ib down and 44 Ib up at 4-2-8, and 17 Ib down and 44 Ib up at 4-2-8 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=-7(F=-3, B=-3)12=1 1( F=-9, B=-9) Dead Load DeB. = 1/16 in PLATES GRIP MT20 244/190 Weight: 26 Ib FT = 0% r.r+h••b rirwrnnlnruulrlanwnuaataam(Amiwfarr;uuenrcrurr. r nrr a.r.m.n u.,rn w.yl drra.rl iwarl ee.mltbw„M m,a.o.omMmla..y rum err„uebndarnesw n rs$Im"Iq..DR. SP b1line uw.nraiyam0.armdow mdw+n+eov=wrarr"drs.*NOftm.aaoa*..rnu. naPMMPW USIMPL,.aa1 Andiony T. Tomlw Ill, P.E IruAblmfr.l yhriu.dde!bDna.bO.ds•Or3rN¢fnrli4 hay..•r.e 6albKd0 M1.Yq dlM1l.hp d/b10Ade;WIn AMlnn•4y1dY ai.YaAe.dYagY YrnfP c1U 180083 r ltlq Mp. does UnfraM•rrppdrPsad/ilbntdr Writya®1M 11r•o.d!ihflelhAdllllnrtinOY pnt Lo IIH.ln4nynai/sntll MfL6ntMvp.L•n Mtptyaa.l h.uls a a,.St1 4451 $t. LUde Blvd. r1•e•Ibdhrl s agdrr••'+•7harn,rb.mrt ratwhort.abulrlaq aps.xl mS c+•+M oa,w,n:monerarami. Fat Pierce, FL 34946 opri(bO2511A-Itool hrtut•ANnyl.l 01.LF. kprobodem.ninM$119C oyleairrrbldBdril carlenibnraeaaNhow A•Ikdfirur•bAnyI WWI, PA. I Job Truss Truss Type oy Py RYAN HOMES / SUMMERLAND I WRCSUCE HJ6P Diagonal Hip Girder 2 1 A0193453 1.25 TC 0.91 Vert(LL) 0.32 4-9 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 MTek Industries, Inc. Tue Dec 19 14:43:58 20%7 Page 1 ID•gYaJJk63pYYs8AHldslpgjy7ODP-oE93Fu2YcVnyRifXOxSloecCwY7tArR6lreuppy7O 9 1-5-0 7-8-9 1-5-0 7-8-9 2.83 12 30 = Load Dell ,7,3/16 b Id LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deo Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.32 4-9 286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.31 4-9 298 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 26 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 196/Mechanical 4 = 109/Mechanical 2 = 437/0-4-4 (min. 0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 = 310(LC 4) Max Grav 3 = 196(LC 1) 4 = 141(LC 3) 2 = 437(LC 1) FORCES. (Ib) 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord 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-M 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 128 Ib uplift at joint 3, 91 Ib uplift at joint 4 and 310 Ib uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)18 Ib down and 18 Ib up at 2-1-0, 18 Ib down and 18 Ib up at 2-1-0, and 44 Ib down and 59 Ib up at 4-10-15, and 44 Ib down and 59 Ib up at 4-10-15 on top chord, and 3 Ib down and 20 Ib up at 2-1-0, 3 Ib down and 20 Ib up at 2-1-0, and 23 Ib down and 55 Ib up at 4-10-15, and 23 Ib down and 55 Ib up at 4-10-15 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=-60,4-5=-20 Concentrated Loads (lb) Vert: 11=-8(F=-4, B=-4) 12=-5(F=-2, B=-2) 13=-32(F=-16, B=-16) r.slg • ner b.dlr rr•.. b'ee nW III111S jYUlrj orlul rtno eroealrn tnlWljIn0';tluCnlMnrM. Wh b rmmN iNern.m hnr hW 'oll lN b u y I Iod 4r1. bbnr LenMn.x bMr M.iu ON sb Ip1..Y Ylhl.rroirbm sNreMbbnl.M ll Is$Tim kV 10MI14.*331 b"WWwe* n .YWipeso.wpwdINphby. wlm!"IlwWrp b eereb 4b rqr bateeMeft Oak..* I41 bM.p..rpenbhequo.t tmeq Anthony T. Tonhbo ill, D.E. I =1mdihlmsbrned6"hbp mereOw.b0•sire*cderfrbWbNMhgpmp.eftna.gllbCbdMbhn4N11N.M rMelblrinler;btlexelblmtldAglNirPpy.YWONNYev[J Ybny.Wb!e1 x80083 1kWn Mre.N[e . Gem tem.bmlrbp..nN reds diw bdigUaNm Wghhw[WjrMYrIhANLllnrdrnOb peelpl e IM1I NrsbrryrmUssNreel4Lorpvr,l.slnp [gaNlmsblerr,atirh 4451 St. Lucie Blvd. A..W Isr.11refenoeyN q.. wmghe0 r.tnMhel rh[wuhop[*.. neGlbhrler Mnp... Ina Sre.hpaw d..11g L11, 1,:vmmhbN.In1 Fort Ditrte, FL 74946 Goppi1b07011AIlodir.sses•AmI..y1.Tomb@III. r.l. hphol.oinWdihlommm,iourMaispobled illeawines 1abIII. M. r . Job' Truss Truss Type Qty DEFL. HOMES / SUMMERLAND WRCSUCE HJ7 Diagonal Hip Girder 3 PIYIRYAN 1 A0193454 1.25 TC 0.55 Vert(LL) 0.04 7-8 Job Reference o tional Al Kool Trusses, Fort Pierce, FL 3494b, Cesign(/na11lusS.Com Kun: 5.1ZU s Nov 1Z ZU1 / Ynnt: U.1ZU s Nov 1Z ZU1 / MI I ex Inoustnes, Inc. 1 Ue Uec 1V 14:4J:D8 ZU1 / rage 1 ID:?sOOvllzBGko2hFpRYibzuOpep-HOiRTE2ANpvp2rEjyezGKr8TlyVlvDoFFVOSMGy7O_ 1-5-0 4-11-0 9.10.1 1-5-0 4-11-0 4-11-0 4x4 II 1.50 II 30 =6 LOADING(ps" SPACING- 2-" CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP No -3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 = 232(LC 4) 6 = 68(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/66, 3-13=-755/158, 4-13=-699/165 BOT CHORD 2-15=-257/697,15-16=-257/697, 8-16=-257/697, 8-17=-257/697, 7-17=-257/697 WEBS 4-8=0/255, 4-7=-749/276 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (envelope); 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 78 Ib uplift at joint 5, 232 Ib uplift at joint 2 and 68 Ib uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 Ib down and 95 Ib up at 1-4-9, 78 Ib down and 95 Ib up at 14-9, 40 Ib down and 54 Ib up at 4-2-8, 40 Ib down and 54 lb up at 4-2-8, and 60 Ib down and 56 Ib up at 7-0-7, and 60 Ib down and 56 Ib up at 7-0-7 on top chord, and 10 Ib down and 9 Ib up at 14-9, 10 Ib down and 9 Ib up at 1-4-9,13 Ib down at 4-2-8,13 Ib down at 4-2-8, and 33 Ib down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inerease=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60.6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 Ib FT = 0% fe*4- ism omgdrn.b. r. *I IIO/I II1S ititr Ql:nl nboa Ot7114HIRI0N(ICf!I'j 111KRIMAIr lewTut; bup NsmWndem.rier lmr Atp b"IF10dr Artier l IrbILKW—YMMn a1 un,an.n, wdsrloA..rl YlbltaMrYnngbndrbllbbnb11111m Igtplglw.ysdr4pMbvr g101ipest mp=rdrp8lmlaputiq iMr ulEpMS"dr tap lmflgudwrltio*wb Al tb4Ypnrr-0ew bdquoowLvm&7 Anthony T. Tellltlf) 111, P.E. A! dmOtAT.tY."twinkrngwdde;dr0.m.re.atnletrd¢d Isk*gl gn.brtow drbLrll:drMMYqnbdlFl.Ibgpnddib N.AwEdllvdrlm—MitW/sigr.b0ft sW dolbrngrWUd x80083 rrpgingsdl ewl.Or.twireteb.lmdbrFWD%dpWndo."f.gsNltimb-,- bparpmw4rnd1111—d ndlpmdphos M1bL7rmpedondbinfrbmMbp.bmMpfybndlmtViduwr.aM 4451 St. Lucie Blvd. Arnlrl ldr.r lrlf.ri4gmlgwbwngqdpdn nr•H Ib inn pvp[ywnbeFlrbrlg pup,rinnfto.lgsbdbr pllq Uotladrmernldnlbini. Fort Pierce. FL 34946 oppillr01114A-Ilost hnus•Anlnryl.Iw6/III, r1, tspill/dioldllu lad 9K10SlyINS,irprollBdrnkdbevnllnlerniWisIrmA•IkWlmul•NAmy1.lowti01,r1. WRCSUCE IJSA (Jack -Open 110 1-0 0 2x4 = LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-" 1.25 CSI. DEFL. in loc) I/dell TCDL 10.0 Lumber DOL 1.25 TC 0.41 BC 0.37 Vert(LL) 0.03 4-7 999 BCLL BCDL 0.0 ' 10.0 Rep Stress Incr YES WS 0.00 Vert(CT) Horz(CT) 0.06 0.00 4-7 987 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.06 3 4-7 n/a 999 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. Mirex recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 3 = 127/Mechanical 2 = 264/0-8-0 (min. 0.1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 2 = 127(LC 1) 264(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=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint 3 and 80 Ib uplift at joint 2. LOAD CASE(S) Standard A0193455 Ud PLATES GRIP 360 MT20 244/190 240 n/a 240 Weight: 17 Ib FT = 0% kwe kssr4swlY!ms.h71n01MS6jflUlljQriWR.61(ltxotK0S10kjW;lltkalKsla'h.IMrIrYPNwuurdndmr nrinrrWP wgiilridMlC1 tl I L0.1LIdsuryesshyrm Ohssslsrnuwrl 4e1p,Yrrllrlm. srporudlredbw.up. MnN Il rLnrlmpl% mftl*udl lee hof Mt.-bin" bi "der oo Kl Or btdWx1o6 ed mPn4WYdbWdr, Pool b110rtlr.wbRl M1M,p wugso>.4/gmtw>.u 1rMSI+ NImrMghlly Mbiulow.do riftp ck"I r Nbldlul Ay S"Ok ommop wd4 MOW OWI Y. d.1va ml refteb I/blMMI 'b mAYlmLdA4h0ftft r. YYde dbmq JdY Y ny umild Anthony T. Ton160111, P.E. gMya d4o. UmarrowisblOYdbprmmd pry4q sfagm'Wpo714Jlt trldlxrn/sndY PsedPLu. aI YtUr .80083As.hr ladltef ltgdrpsNsyrydrsrerY.irrl Mlmr brrPtpobk0lYl4YarAups,slnu Sans 6yuulsruq>, Umy.lsmnwld I IttI rW 4WrdrWrttrLm Mgs.M1m Mtptgwd rival ftwo"..1n 4451 St. Lrxie Blvd. GppipbOfAl{A•Iloollntut•Anbgl.IrmMlp,/.1.isPdooiadrin{sdm,ualluo.irprolilitdrir6tebtrrirtnperwirdoshow A•Ilodhorrtr•Aorloorl.Toole 10,U FortP*eCe,FL 34946 Job Truss Truss Type OtY Max Horz RYAN HOMES/ SUMMERLAND 2 = 1.5x4 II Max Uplift 2 = A0193456 WRCSUCE , J5C Monopitch 1 JPlY 1 0-11-11 6 = 223(LC 1) 4-5.12 Job Reference (optional) Al Koo1 Trusses, i -on rlerce, I -L 34946, oeSign glaitrvss.com Kun: v.i eu s Nov iz zui r runt: b.izu s Nov a zu1 r MI Iex mouslnes, Inc. rue uec ro hq;gq:uv cu I r rage I ID:9sOCrAlzBGko2hFpRrbzzzOpep•IcGpga3o761 gg7pvWMUVl3hiQMv3ekbPU979Gy7Nzz I 1 0 0 4.11-15 1-0-0 4-11-15 t.sxs u LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 236/0-8-0 (min. 0-1-8) 6 = 223/0-3-8 (min. 0-1-8) Max Horz 2 = 1.5x4 II Max Uplift 2 = 71 (LC 8) 6 = 4-5-12 Max Grav 2 = 0-11-11 6 = 223(LC 1) 4-5.12 0.6-3 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in hoc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Wind(LL) 0.03 6-9 999 240 Weight: 20 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 236/0-8-0 (min. 0-1-8) 6 = 223/0-3-8 (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 2 = 71 (LC 8) 6 = 94(LC 12) Max Grav 2 = 236(LC 1) 6 = 223(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-157/287 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=250; Cat. II; Exp C; Enct., 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 8 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-" 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 71 Ib uplift at joint 2 and 94 Ib uplift at joint 6. LOAD CASE(S) Standard eoq IMue..yymb.lr'ulxrnnsafyuuiarutmwurlaotntniollisrrrtutntrrtrrb 1„grlyl..ndMun.n11me1.I bI.yDuo-Ibl"iI1"101.bW=.%WWom wu,an.uwr.amt.1 nblrYlbPM IMYnAbb111Ybti1. UelrnhMaP l4hleapl.Lall6PRitl Wwglm141rxOhamput'b dfsxd nlwlq ny u1b/Mbbhgllbtrrjlbnt 6r II b10/¢b AI 1r W nnyulo.blrquYal. Uwe? Anthony T. Tombo ill, D.E. A la/blmhbyld4 hbny fbM/b.Ow.bb-ti..esUdgfrblWolhw..b.mm bLL tC IbbIMIs11WdIIN.lbpnd/bl dwbbnlAblmtldOq 4l O rngl..aAe dkugJiMo.ny uW./ x80083 rltlalbs xodlo. u.awh..bloorer,.Iru.hrbuunr wmlenbr.m.l rir+brltinlelw... bna>.1..d m al.y/u Is.hdw,rub Ibq..Imhb,by...rlMhr,.tiw.,,n 4451 St. Lucie Blvd. Us.III IrSW IIef#IOgIr19•a0 haptn blbel hlln/ltsl lriwnb141blMgbtgrr.r inn 7109 6de Id i M14 UOWIIhrn n plldYml. Fort Dierce, FL 34946 oppidb 0 Mil A•1 bol hessts • Aodooy l.lo Ao 10, r 1. lep.boin of An bnorn6 is ay (u, is polldrd iAon The w6rin r.Imistiesbw A•I het I nuh • 1.Aur 1. i.ob 0t ?1 Job Truss Truss Type QN I'll HOMES/ SUMMERLAND ' 1.25 TCDL 10.0 Lumber DOL 1.25 A0193457 WRCSUCE J5E Jack -Open Supported Gable 2 1 Code FBC20171TPI2014 Max Grav Horz(CT) 5 = 42(LC 1) 2 = Job Reference (optional)' 6 = 235(LC 1) t_G r- .....a.... !.... r..e rte.. 10 4e•ee•ni *ni% P. All Root Trusses. Fort Pierce, FL 3o`J4b, oesign(cyanruss.GOm nun o..<va ..v•...... .,....,.-...... ._-.,, .......,,.. ._____ ._ .... __. __.... _o_ ID:7sOQvilzBGko2hFpRYibzzzOpep-DpgBtv4QuQ9X19O633TkPGEwZmIHNBeYptYP8y7Nzy t-0-0 5-0 0 1 00 + 5.,0.0 1.50 II LOADING(psf) SPACING- 24)-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 FBC20171TPI2014 Max Grav LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 42/5-0-0 (min. 0-1-8) 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz Vert(LL) 2 = 114(LC 12) Max Uplift MT20 244/190 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav Horz(CT) 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES - 1) Wind: ASCE 7-10; VUII=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces if. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1_ 2x4 = 1.50 II 1.50 II CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 244/190 BC 0.07 Vert(CT) 0.00 1 n/r 80 WB 0.10 Horz(CT) 0.00 We n/a Matrix -P Weight: 22 Ib FT = 0% 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 Ib uplift at joint 5, 56 Ib uplift at joint 2 and 107 Ib uplift at joint 6. LOAD CASE(S) Standard Y.q IlwYwnwM.r•r+mm ilrolsfsnllrlalnll mlarco alastm6.Cu•lrlurr6nlR.m•r. rwyawl.r z,rrr.nr.mu,rwoa•wt lydmnl I.arl lAim9mldw ru YU M.hI c61 M11L M1 W14 sr rbiadM•ulArb lN.4 wfl brlmrAy.ew6•.11r iltga.)YfNr IElim Q9tirYnMvr.i.ro1nY l MYrgrr6 LrrkllEr Ylll d!. wb lMl hbfpeoe/Ye,Yl uNof Anthony T. Tombo III, D.E. dwrrsrhwr r6r4hOrny flYirb6.M.r6.rr.1.nr peu b+yhcpr..6ruarrM7f.b0(rarkrrhruuriRl.1 wrrflMrgMtl.urY6m,.a4y.oyr.*..sW.r oimrsn,lwuyr _80083 rMEgM.Frrrlrrm.U.mW.bnrrMnou>rp6Wirbl OglW.i+SMrYi6ne lllIIjiYi1r1.111rS1flnidrsNYr..rr.r.r M10howu.iWewrMwdim Lwpup,4w laphor.000lm' rra..,in 4451 St. Lucie Blvd. ab•bMMN.fArayrrl y..•ai hdr.Mi.wl.d lot I'm Aup In" Sollw I.WFM.".• irw crib lgw.r n Mifq UigYYd Y.rnnU.r.illl Fort Dlerce. FL 34946 91iiFbOrI166•Iled lmxt•1ce.gl.Twits III, IL ItrdifindWSdommnbburlogo, i+pdAad -doll denmr.Faoriia6mAIIWlniui 6a er1.bmNN,r1. Job Truss Truss Type ON 52-8 RYAN HOMES/ SUMMERLAND Max Horz 2 = LOADING (psf) SPACING- A0193458 WRCSUCE ; J6P Jack -Open 9 PIYI1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designoaltruss.com Run: 8.720 5 NOV IW ZU11 F nnt: a.izu s Nov 1z zul / MI IeK InOUSInes, Inc. rue Dec l'J 14:44:0 26i / Page) ID:gYaJJk63pYYs8AH 1 dslpgjy7ODP-DpgBtv4Ou09X190633?kPGEoFmBSNCAYjptYP8y7Nzy 1.0.0 5.6-0 30 = LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 140/Mechanical 3 72/Mechanical 52-8 283/0-3-0 (min. 0-1-8) Max Horz 2 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Verl(CT) 0.09 4-7 729 240 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 Weight: 19 Ib FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 = 283/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 92(LC 8) 4 = 61 (LC 8) 2 = 190(LC 8) Max Grav 3 = 140(LC 1) 4 = 99(LC 3) 2 = 283(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=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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-" 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 92 Ib uplift at joint 31 61 Ib uplift at joint 4 and 190 Ib uplift at joint 2. LOAD CASE(S) Standard e dglosv A --ply n•e.Ir'IIIJ[d mllwplminarau nnacicra loil7el'471rJUueNlrlRha Ivg wpNoand ddn ml m w+.p ngDlo!driawll Ir44rt Iaa fbnµ,n wn,an.uow rmA..y Mild urdn l oslalrnNdbel M Y. Uelnu Mvp hpapr.tpdr6p-Med e I ml-yun-upode. pdnddgw•bpmpsdarMe-I'de- nj-tnn hlnN bl00tlr.ddmfl, m.rnp u¢m.tndq-.eswt vmeq Anthony T. Tambo 111, D.E. dwdbM-6,.1OW Iswr4wdldodo. 0- 110OhniO tldtied 1.UNIAnpw,.08non /bBlb9tdMYdl Vgn4dFM lbpnY10 I01d;Odln dO Im.ddKldlymµYAderdY yJ YbmNtDUU x 80083 badlgk4wd! w . Urnlow.`Todbpbadpddu dmeaylap dlddrenmpagplmrrlrmlduun-den-f•pllKAu mlminL-ry-edlm-dMnt4LmAq.ImsM.pGpmdlmsds-Rdwr,fn 4451 St. Lucie Blvd. Ao u Ldodlpefedsd q-dq e.-mphdl p-nwd-KhU-uAup upwbrCl es l[Aq Mup,lmsypM E d I deo egllaol•tsn Md mN. Fat Pierce, FL 34946 rypipN O 2114 A 1 Int halts • Aetllly t.lemlo 111, r 1 Ieplobdioe 1144Ionede4 ie say lu, is polilimd Willer Al wine p ro sun bee A•1 tell bases • Aollay 1 bate OL r 1. I WRCSUCER / rtv nvlvlt5 / JUMMERLANDJ Jack -Open 10 1 A0193459 com 1-0-0ID-TsOQviizSGko2hFpRYibzzzOpep-F7 1-0 0 - 0.0 7.0-0 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. 5 = 90/Mechanical Max Horz TCLL TCDL 20.0 10.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) in 0.10 loc) 5-8 I/deft 818 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.85 Vert(CT) 0.24 5-8 350 BCDL 10.0 Code FBC2017/TPI2014 WB 0.00 Matrix Horz(CT) 0.05 4 n/a MP Wind(LL) 0.23 5-8 356 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.31-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing REACTIONS. (Ib/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES. 1) Wind: ASCE 7-10; Vult"50mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 Ib uplift at joint 4 and 92 Ib uplift at joint 2. LOAD CASE(S) Standard Dead Load Deft. - 1/8 in Ud PLATES GRIP 360 MT20 244/190 240 n/a 240 Weight: 26 Ib FT = 0% ki 1r bntY}n•4.6'II nW IIiS6fSllllrl Ql'JII RIxflflM7ntNf1110Y11n';UUC1LLK1nR1 c bh bePMewmdmll nwrebm M4bl.glapitlblelq l.IrbiAll bbm Len Mai we me eberme Wdsrnl,wjYlbltIn1-1 ,my OW r hwtw Mti11ee1ntelnq hF/e.ltudtlq n;btWw.t 1plegrulew npse r OWw/Aay'N'WwWrIMrOtp/re•e inu 6lWlwblO/.¢.wr iRr M11wP wu W brgerOewt Wd ttlewIbgNMybbmrwerNdrflm.bennie a pabldlol lwyee,•rue dbr tl,bCd6ledMYsrnNtllnl leynUlrl01tlw1dlwdblm aAy WlS mgr,bWbEwtlerolel0bbnyws4rgd Anthony T. Tornbo ill, D.E. rw M tlbwwb uonwM.bawtvrtltntl bdYlbgwwSissy wOn7r1btlhlntlSRI nedmdbPAMx 80083es.r 16d111fesrpgyip wpyhrllrnbrbei M1lnu hLrlyr blClbrYgMup.Imsttol Pd osl wbnbnywltwstlpndbbne Aer,bro lnip lq i tltmsr he.,wb1tprweesrtlyugp„rrnnwratlbtnt. 4451 St. Lucie Blvd. tgP7„Of116A•Il/lllnssn•A IInrl.lon6/W Rf. trpt%141/1 of 44dKMOLi all lart.isF144ile/it1e11de-into lnnissmh oA•Ihdtmut•bAarl.bob0,/.1 Fort Pierce. FL 34946 Job Truss Truss Type Qty 4-8 0 RYAN HOMES/ SUMMERLAND 2 = 105(LC 12) 0-11-4 Plate Offsets (X Y) - 14:0-2-0.0-2-111 A0193460 WRCSUCE M6A Half Hip 1 PIY 1 221(LC 1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:44:03 2017 Page 1 ID:TsOQWIzBGko2hFpRYibzzzOpep•98yylb6hQl PFXTYUBU 1 CVhJCSZwOr4HrA7MfU1 y7Nzw 1-0-0 5.0.0 5-11.4 , I 5-0-0 0-11.4 30 = 1 5x4 II u+- 11.50 II 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 verlicals. 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. (Ib/size) 2 = 221/0.8-0 (min. 0-1-8) 7 = 303/0.8-0 (min. 0-1-8) 4-8 0 2 = 105(LC 12) 0-11-4 Plate Offsets (X Y) - 14:0-2-0.0-2-111 116(LC 8) 7 = 132(LC 8) Max Grav 2 = 221(LC 1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Verl(LL) 0.05 7-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.02 7-10 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 25 Ib 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 verlicals. 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. (Ib/size) 2 = 221/0.8-0 (min. 0-1-8) 7 = 303/0.8-0 (min. 0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 = 116(LC 8) 7 = 132(LC 8) Max Grav 2 = 221(LC 1) 7 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-179/300 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 116 Ib uplift at joint 2 and 132 Ib uplift at joint 7. LOAD CASE(S) Standard dq•hr.4.,gYIrH.Ib'1In0"Zrl<UUTRPM ntl1{u0n14Cnm191I'tTmufkillYi111•baUt6dipPmindrtdOno Ido --ellen" dn,a.wwrnral..y. IUM usnm l'dflldlbrWl,r sr nlbw al lrrinu lnlp lql.apr.slr l6p•M.dw.nlr,yan.ml dnrau.0 genal mlwulrsnsprrwp l,m M I.rIIo.II as rN Ile"Prumom b"MO.was[ Anthony T. Tombo III, P.E. dnra6YlmfY gHUgbWrnp,6W dUtAn he..irtOrvaga.4rMU.gMy.,.Ur abndbr ULbOl.166d l.vgn4dIRl.Mgp,Ndb, llld.; Udl r.ddlm>.Wglw7q o,q1 b06l.d6.q rld.buy.Olna x80083 YI+Yq Mp.dbe...am'slow. lie Down, pmnN ranraar tNy6quo Wpd-O.MQ pNd4 III to Wlo,dowedb ped PLu. IKI YfnOmPdllbntlMndLUnrMup.,l,nr6y[p.s.11mrra.M..,.hr 4451 St. Lucie Blvd. Abd.IOw1[r[andy,N q.. amgh Or.Inb,Or1 dlmrbyp[rym,b lClmldly 6up,.ImrIlb. Uy.n dsl.iL1 dw3darab•annrd.lbllrl Fort Ple ce, FL 34946 oppillt07016AIPool hallri•A1llooyl.lor IMP-1ltFFWfdbrdlblbmmm,iroylow, bpolBbdritholdewititlrtrbitlbohow A•1holhnret•b4.oy1.leap III, r.1. Job Truss Truss Type aty Pb RYAN HOMES/ SUMMERLAND 1.25 TCDL 10.0 Lumber DOL 1.25 A0193461 WRCSUCE M6B Monopitch BCDL 1 217(LC 1) 6 = 318(LC 1) 2 n/a Job Reference o tional Al Root Trusses, Fort Pierce, Ft- 349415, oeslgn((Qaltruss.com Kun: mizu s r4ov is tui i e-nnu o.icu s nov a cue a MI I en muusuees, mc. I ue Uou ;v 19:99:VJ [V 1'I rage 1 ID:?s00vllzBGko2hFpRYib=Opep-9Byylb6h01 PFXTYUBUI CVhJCHZvor3frA7MtU 1 y7Nzw 114 5-114 LOADING (ps, SPACING- 2-M 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 FBC2017lrP12014 217(LC 1) 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. 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. (Ib/size) 2 = 217/0-8-0 (min. 0-1-8) 6 = 318/0-8-0 (min. 0-1-8) Max Horz TC 0.30 2 = 116(LC 12) Max Uplift 886 2 = 117(LC 8) 6 = A 18(LC 9) Max Grav 999 2 = 217(LC 1) 6 = 318(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-229/435 NOTES - 1) Wind: ASCE 7-10: Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf: h=15ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone: cantilever left and right exposed : end vertical left exposed; porch left exposed:C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 1.50 II CSI. DEFL. in loc) I/dell Ud TC 0.30 Vert(LL) 0.06 6-9 886 240 BC 0.32 Vert(CT) 0.02 6-9 999 240 WB 0.13 Horz(CT) 0.00 2 n/a n/a Matrix -MP 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-" 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 117 Ib uplift at joint 2 and 118 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 23 Ib FT = 0% 4dg Ibpir"kl lwvrm lMnISOrS1UingfiLnft&(C43KK(n]Dkt rUUCFdrAlrbe I TrYR I Lhirm Lea MVIne W db. -.0 pOlpNWm, nhl uepapl'ele ulibrelhbUlpbnY UIilnl kvplgpppe.Sp dry4pMNWng101egamtspp/p;eaNpdnrid gpu'q mlrYlrNYNMtpelNtpye lnaplmlpNI01 WI.nb M M1Wpaugepo M/pue0w ppltrl Anthony T. Tombo ill, P.E. pleuelin1.14,)WlghbeapedN!/bTu.bOnneppsbdglpbl.WgMip„aNepbaaNplNCplNbdl.'JgeMedlRl lleq+nddNlMdewleUneaNlmtpleOglphtaege.bWOenplpngYaDleNnyrWpd x 80083 N hClghspa ml4menle Irrn laellp NlW elNpmeed pddnnlbpdig(eelrrfdq lA pmp(x11)pWb1ll 1p prflUnedpnel4 ppnl pixie. ON mbhbinpespWn addanlNpnebpp. h.% In* bpanml lnit bod ep,Wns 4451 St. Lucie Blvd. eLMu Med lle(etl0geel grb.Ngh ilae/behel IN Intl hop 14— h 10lb U14ninuo,"Nu $res EW” defpdiq Foil pierce, FL 34946Iav'yallbm plmhWlblal. gpioiO71116111Whesses•Aoilegl.1maW ,rl. tereeAedell91IVIS41107M 1,ipnliraispoAihBedri111llSewaleernmisdeshemAdbolhesSeS•bAatl 1"40110,11ob01,11 I Job' Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND WRCSUCE MG7 Jack -Closed Girder 1 1 A0193462 1.25 TC 0.18 Vert(LL) 0.03 4-5 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a I truss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44:04 2017 Page 1 ID:TsOQvllzBGko2hFpRYibzzzOpep-dOWKWx6JBLX69d7glBYR1 vsPpz5xa0q_Pn5DOTy7Nzv 3-5-13 7.0.0 3-5.13 3-6x3 1.5x4 II 6x6 = JUS26 3x6 II JUS26 4x4 = JUS26 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.06 4-5 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x6 SP No -2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No -3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11 8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919,4-10=-653/1919 WEBS 2-5=433/1579, 24=-2157!734 NOTES - 1) Wind: ASCE 7-10; Vul1=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 439 Ib uplift at joint 1 and 520 Ib uplift at joint 4 7) Use USP JUS26 (With 10d nails into Girder 8 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting a1 1-5-12 from the left end to 5-5-12 to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 5=-832(F) 9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 40 Ib FT = 0% t,•nwe..y or.b tolupiunaflaur atoumntITIM Ironr)MOUPParr. r.ya rewnnr w.m rru.a,ym..t tulrbto.ri.iw.ut rae o>tiuro... Wrur.mwet bra.w! W74 er•4r psi dJw.ulr r I13. M qLL 81Imr Mq bpm pe.lrrdillgsr) b u4 B ranrlrrl eertitl4b earvr .or,,ry.aal ix b r,y ad up irnllq 11 bit l..ae iRi. it 4rq event b/r1 ee4e r, 1,s14x Nw4 r hm` q Mbrhbny Ai dim 0",btl.ri Yhd gapblrY11 W1p..bIslC4btlCbtlfrb4pr11yu edlM ib qyl-dpblM r eh ldl ntlb61rL.84q t.11q tlnp .11110 1 1 Od bntr W1.1r4 Anthony T. 7008x1111, V.E. bhYp Mpredllslsr,U b rM•blA IbrmmdpYln/b0a0 InW.YaihbaerlllWMlYdFl11 I11f1.1 d oNbpo4 pYu 1R71dw1bnu JiOndMn/binuh hwtA ! 80083 M.h.MMFlllsdggl ry..dyif Al.111.a411 1114,u IUglyelnDglbMslMv s,. btu $N.IpmpeR idy IrlgilWWq.lp6hfi.1111. • y ¢m i 1WW10.,1 4451 S< Lucie Blvd. Fort Pierre, FL 34946 t.nryNorlultteelnnxt 4t0eq l.Iedetll, /.f. IepebnuedilifNs tu,uulln,hpelilBt1.i11tei dt nixie rabst e be 1IIed Leon IetNer 1. belt N, 1.1. VM3 11— 14 cv. I rnnA: VAZU s Nov 122017 MTek Industries. Inc. Tue EID:?sOOvl IzBGko2hFpRYib—Opep-dOWKWx6JBLX69d7gIBYR 130-0 30.0 5.00112 2x4 A0193463 LOADING(psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft TC 0.12 L/d PLATES GRIP TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Vert(LL) n/a n/aBC0.05 Vert(CT) n/a n/a 999 MT20 244/190 999RepStressIncrYES BCDL 10.0 Code FBC2017frP12014 WB 0.00 Horz(CT) -0.00 2 Ma Matrix -P n/a LUMBER - 46(LC 12) Weight: 8 Ib FT = 0% TOP CHORD 2x4 SP No.2 1 = 22(LC 12) BOT CHORD 2x4 SP No.2 6) Bearing at joint(s) 2 considers parallel to grain value Max Grav BRACING- using ANSIfTPI 1 angle to grain formula. Building 90(LC 1) TOP CHORD designer should verify capacity of bearing surface. 3 = Structural wood sheathing directly applied or 3-0-0 oc 7) Provide mechanical connection (by others) of truss purlins. to bearing plate capable of withstanding 22 Ib uplift atBOTCHORDjoint1and53Ibupliftatjoint2. Rigid ceiling directly applied or 10.0-0 oc bracing. Mi I ek recommends that Stabilizers and drequire cross bracing be installed during truss erection, in LOAD CASE(S) StandardaccordancewithStabilizerInstallationguide. REACTIONS. (Ib/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 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(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; VuIt=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 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. D.q•IA..exrOb n.x. b•H ice 11NrMErI it CW tID1dIWf Ulirl jp'Irju0.71U14xRb.lxr!Ay ppAnr r W..O.ImI biy b'V(lrblrxgr 4d.11LtdealO.x4r.... MUrm1 m1.brM. Wld a a.lem OdIM ndM b IIA. M.l b M. Mq WM•D. NSA 1yr.l b.w q I'il.m.w aglw4b/.Inurl unrn4..lY!b b Wq 4r mp Im.4101.b ql.b, re 1M1I, h MZhbmIWlDn.b.IUyl.bnynaYry4bDao,MD.mi ' bbl. liSAulr..biwo06DCbD.Iftkd/bluMrIM17IYgppd/blMr.Adlm4bAroi,dirlrlYb*•.b'Wr4..lYiM gy.y j NIOny..TWIItx7111.V.E. A'•1Wyurlolo,. L n.x.r.bryrb aerod Ia f w+Ygld bla MMMbI11r S1[In d.Nbl.ed Y. M11b.bi.:.WADnrMn/binuF 80087ms•W1My.r.rxlgnr.-,Ayy Opl....1•d ih 6n/kylq.nUlb WyMvDe,•umt!Yp 1pp4.I lily U _ F. IMb p rgwr Ln. bdp..,.y. 4451 S[. Lurie BNd. Gry.irb0r01/4lrtdhoms-11a1prl.ItaWatf.t.1 d.IUodN.IlnrY,i.p 4. NilDet.igMlAeoinp blA..'DuAlApll il.u. bOlryl.beMlD,/.l. q' f a'nl+ i< Fort Pierce, Fl 34946 Job Truss Truss Type DEFL. in (loc) Weft Ud PLATES GRIP HOMES/ SUMMERLANDWRCSUCE, Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 A0193464 BC 0.20 VM5 Valley 10tY 1 1PIYIRYAN Horz(CT) 0.00 n/a n/a 164(LC 1) BCDL 10.0 Code FBC2017lrP12014 Matnx-P 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 MTek Industries, Inc. Tue Dec 19 14:44:05 2017 Page 1 ID•?s0Ovi lzBGko2hFpRYibzzzOpep-5a4 ijH7xyflymmhtiv4ga6OWgNd7J?A8eRrmYvy7Nzu 5-M r 5-M 3 20 ir, 1.50 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 Max Grav BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a 164(LC 1) BCDL 10.0 Code FBC2017lrP12014 Matnx-P Weight: 16 Ib 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 5-0-0 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 Quide. REACTIONS. (Ib/size) 1 = 164/4-11-6 (min. 0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right, exposed; end vertical left exposed;C-C for members and forces 8 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 psi 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-" 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 41 Ib uplift at joint 1 and 75 Ib uplift at joint 3. LOAD CASE(S) Standard ro.•ieaee.ywmM.a'umatutspl'seunarpnt:uuuoiororttmcrfio•[nuu rulw:rrr. r r.wyrremeir rwrrebb.i4wtrr.gltogram.rl tr,an roe,ntwar.e trtrva..M,atrr.4ta,ry WTdr>•hs det+sW r.ul4rlM Ms01 bebsssMgbpmDr.lroi fsya lrndre>, rA nxsu srsosdrudi pAfu rs'wquslrsbsNralsgrrrrp lmslglrlr4l+wtr,h Vli 11.6mesuy n bs -D.-s,srrr! I rwrrsbnsarrbAt"tern res bae,a Psis rb csr r 4p ddalNr bum b.ss Anthony T. 701111x1111, D.E. y.my sp tr 4vx...4wed4m.aaraadwsiurrtn+.lr wyray d.*.wwrb.gm 4n>I.jd . X083 4tay4u}nrGeos.umwr e4116rr eurrpNrsra4daitga tM WwrptlQrYYN I!inrsusnsMmdrpuaris 1111HrsrnyrdWsr MnraLws4yr,inuMgtgrwrbes YrrsEr..irr 4451 St. Lucie Blvd. A.Isr"Wil a Wefgni mi,-,dgby Apsn b,%d h4m4up lgwsAU141i4 kup.Unslryn[sgedri Ntrq Osgdtrula s sntrM AI fort Dlerce, FL 34946 GpngNQt11611bdlmsn Icdoryl.IonaeL/.L leptloniudllitdonitip,usoy loan, apolsib4tl deolIke smetprsoissieobee AI1od6nus-bag1.Iorbol1Lr.l. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC In 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 King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 0 ttach Corner Jack's 2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) q•?—f."m.%* 04wlryS1fvil111oUlll Rbill(UMVSM NCM(ri,f"pellrl4+i.. yh tip,sr,r,d l,.4 Ln,R,7es.9(IIS,M1,,1M44;II Ibmlk,llM n, lsurr.n rrl Orlp, l, rOeim Yplods" rprYY/rrOan.MPon'fi0 r'+ gi'' iaMY'tgrY Lrbi IM'b '`YYyrb ul4 M1m lryol.rbfl. relM M1.pmepr,.yyu/s up r/ ' qnftny T. lomb0111, P.E.(,, e'=+~•wl rwr+nrp w,rda4rw,.sfr.w.e.ot JMrl+hrnrwln.*a.+Nor+rml' ranyrya. rrl.u.awr+ld.r..00rrr,rrrnu.ur,• J008phar„.r+I,r,avw,rw,ns,ea..ti+,t ueraua.mo.au 83 r w1 v.b.al.wye.,..1.,,s c..r rwe ,1, ,r.a"ae„n,l 4451 SL lode Blvd. gplool0Nil Lliedi,fsef•4eRw,1. led* 61./J.tq"iroi"d0e4w rn,uo,lagbpQBiM ieeg6ewin" lad"iahn/•14dhe"Is.h0u,1.4ey®./.1. Fort Pieice.FL 34946 AINO SOn1S/IV31163A a0d SI 1IV130 SIHl NI NAOHS SNI3Vb8 3H1 SOVOI NVId d0 1n0 11V 1SIS3b 01 OSOH3 W01108 3H1 A 1bOddnS IVS31VI 'Ilnd 30IAOad 01 1N3S3bd 38 Ism 9NI3Vb8 d0 OOH13W a3H10 b0 W9VSHdVIO 31Vn030V NV UI LLS 1vyn ssna\ 318V9 abV0NV1S 3b3H 03SS3a00V ION 3bV SOnl 03AV1NI InOH1IA S3SSnb1 'sonls 03AVINI HIIA S318V9 lVdn13nbis bOd A1NO 03Sn 38 O1 SI 'IIV130 SIHl :31ON 3anl3n8lS 3H1 d0 MIS b0Ia3INI 3H1 NO SSnbl 318V9 OSVONVIS Nl d0 SOn1S IV31lb3A SO SSV3S 3Hl 01 03N31SVd 38 01 3SV ONV allVA 38V T 39Vd NO NAOHS SOOHI3W 9NI3Vb8 I1V 'I 39Vd NO 031SII 3SV SH19N31 On1S WnWIXVW isnal 318V9 1Vamnb1S WnWINIW SOn1S 6X2) '70 .9 033VdS SIIVN (.EX.TET') POT 40 SAOb OAl HIIA Sa38W3W 11V IIVN (OT -L 33SV) HdW OSI 'GO '20 '86-L 33SV) HdW 021 b31V389 S033dS ONIA SOd - 70 .9 033VdS S1IVN (.E X TET) POT d0 AM 3NO HIIA Sa38W3W 11V IIVN 'SS3I b0 (OT -L 33SV) HdW OST '(SO '20 '86-L 33SV) HdW 02T S033dS ONIA SOd - lV]Ilb3A:3lnONJS 9NIIIVN 9NOlV 8V3S 'SIVOIIa3A SSnbl 3H1 SV S3I33dS ONV '30V89 'WIS 3WVS 3Hl d0 38 01 38V SMS *31nmHM 9NIlIVN 9NIA0110d Nl b3d 318V9 lvanl3nblS 3H1 NO b38W3W lV3Ila3A H3V3 d0 33Vd 3H1 01 SSVJS -X2 H3V11V :2 OOHI3W 31n03H3S IIVN 9NIAOl10d 3Hl b3d N31SVA ONV 318V9 IVanl3nb1S 3H1 d0 33Vd 361SNI 3Hl 01 SSnbl 318V9 9NIHXVW V H3VILV I OOH13W a310N SV 033Vb8 38 AVN S3SSnal 318VO IVbnnnais S3ssndl 31GV9 ivaniondis dOd SINNMm 3 d 9 N MR -Fa 9NIHIV3HS SNI1133 S1IVN WA NOWWO3 POT - (S) HIIA 9NI)I3018 01 33VSB IVN09VIC H3V11V 'ON3 H3V3 LV SllVN POT 2) HIIA SMsnal 01 9NI 13018 IIVN301 '0310N SV 30IS 213HII3 NO S3SSna1 OAL Nl ONV 33Va8 3Hl 9NIlbOddnS S3ssna1 Nl N33AL38 9NI13018 6X2 30IAO8d CNIW) SllVN P9T - (2) /A 9NI 13018 01 NIland N31SVd 'H3V3 S1IVN P9T - (2) HIIA S3Ssna1 anOd O1 03N31SVd NIland 6X2 SIIVN P91 OAl HIIA NIland Ol 33Vb8 1VNO9VIO 'IIVN SNOWWO3 POT - (S) HIIA 9NIH3018 O1 ONJVIIV (INV 'S'lIVN P91 - (6) HIIA lV3Ila3A 01 03H3VILV '70 86 033VdS 33Va8 'IVN09VI0 9X2 IIVA ON3 70 .62 8 s3SSSnb1 SON3 318V9 3Hl d0 9NI3Vb8 Nl I"" WObd 11nS3a AVN 1VH1 SOVOI 3NVld d0 1110 11V 1SIS38 O1 S3ssnb1 3Hl O1 1N3WHJVIIV 01 1331MNV/ b33NISN3VIO 33f0ad33H1HSONbN9lS30 9018 3H1 d0 A1IlI8ISNOdS3b 3H1 SI II V -V N0I133S 33S) 33Va8 1V1NO2Ia0H 03033N jI SAM E/T 1V 33Vb8 '9VIO r 'XVW .E - A 080H3 W01108 3H1 01 9NI3` dB IVN09VIO 31VNd3ilV O11alS 1 11`d130 JNINdS aN3 31M 31VN8311V olot-600-M 9060E 1e1'332131d1M0:l aAlS 313m as ts" Ussnal room &-v MZ'« kbvn883J STANDARD PIGGYBACK TRUSSJULY17, 2017 CONNECTION DETAIL STDTL04 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. O 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 772409.1010 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 0.5' 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. r.• I'lnr Troy b'14 13M t41YIrWUq IlUUI IIt11ID41i4q(6WII1M1pIU041llifr4tl'ti tv4rny r•nnrranirrn•bt•nby A.gli1 t46tewl b YU,lI brm'm.I YV14.1N Mu-Yr4•b1,altWillp'rnrwwmwbrill U,artutw,hyl4..pr,y+rgl sal6M•wibynwr•warp.rlbr n.drrw7ny bb y bu{4mtim1•bi...,ALb6ymsrnArlyuuwrrrll^ An T.Tombo111,P.E. lij Ncd q.rbWlgbr,}e.rboge 6946Cr1Y a7ldl rtldrlLL Yp•d bl•Iwldi.0/btnn•uy rfaonr>a rrrorydbntt UybWqkwwtia..lionur.t•bb{rbrwnwp+Mrndbbi"wwwwo bmawfiv)rY4dh a+4rorlkwilt1l. P" pdouOrlMba.rm4moam" 1wNr bnbmwAmIt.ptpm Nims bOa•.am 4451 St. LLUde Blvd. Foil Pierce, FL 34946lenroM07p1{Ill ol4.rwt•idesyLladsro./.1.lepd.nim44"iUnun•o atfaa4pidlivl.4wIIIh Anptrenir.iwl•)1whnvn•lUlull.lob Ill. pt JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 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 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. BASE TRUSSES ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. TRUSS CRITERIA: c crvu, 1.,VMMVn 3S, OR GIRDER TRUSS 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 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. q -Awl hswoh...k. 11,34 M lNfitSt{P.I(M1iP114111 41(ow&sWt)dr&MIItIbUIMtr Yn Itd-Cklt tder rwomi-Iw mudr.ru al bl[q dJ ui4r/.JI1blttdl4.nrlbbiMkMr.Y 11.i•01tK"Iep1x(.,Spa) lgw6,1 . !11DrwwrI.W".is. Md"faw"I 81,40.1 ibMAupAbrgNlnnLpkl b®a11.wbM1.ISiw)r„ugnw.l Iq dw.yudrtry Anthom/T.Tombo114,P.C. d.ud;.Iw.bgldy rrnpWdl!rb0.m.110.wiM udep.btdlga.pw.brmerbll,b4KdbYol MdfglwdnLl bgpdrb Md!6.Y.1.d1W Iwo uftq*dq unp.ad—dbKog 1* 11nywddryd ^80083 lb td%k9W4Wl 0 6 U WWw6brL44Wh.tlrndfddMr11kthgt I ld.! 4451 St. Lucie Blvd. n.mm.nh.(.c,dy.d.p...Ne is blwlaupt11+.n.l9lbt ugavpu.rn.hx+t.pmrw nlodrue.l Iewd ml, F a at Dielce, FL 34946 oppi6t101016 d•14dhnul • A.tb111.bsi. UI.1.1. Otllolodioo of do dno:sll, i try Iwa is p1b1i11d olor 16e r1E111 paeilsieo 6om bl tool11o1u1• Armory 1. bmG UI,1.4 JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTLQ6 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 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 = 3WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.0 P r2 SEE DETAIL'A' BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) b.i llntewnpllm..Y'nlS1t lg!{(tj41U1}tJtIW DUSI(Dhtl q l6101RhiYltlO4i11intlsl'hn tfilq7•ewlrwlnmwMLntF b.plN,•1ti1b1t.Lia.1l 41rRr1Mrlienr Idm M.u uwl.t•IIO.etl hiAlr.a.,Mt4iM.rNYrlgahwY h.he.hqlywpt,4."Irti..Srwlrnrorwnlth0W".tfib r4nr.rarMry.+t.++Wrb&W dh te. b.4 4M. M BIwy.a% Al N hup.kw- liod"uur.t+rVw Anthony T. Tombo III, P.E. rti004Intshaldyeatimm"aht.m,ht—%WMtW•hlrOghgar.•homeON14hGalhhotkdlgtnatlM hq•wiahrtirtwrW.orihtr,pealgtahlmry...nRam/•ogthhhbnfwMatA =OM3 Intd.lhgrMta.mt Il.burwlahlRrlhmans rl t+ban/hillglPlarSM Yb•mejlYllY MlRlydy n dVlnlM p•d.lml DIIM1lsh ty.rliht al bs/m lwo llvW.bof kaptWna16n140srr.W l 4451 St. LUCie Blvd ri..wh'alMtlrea7q.d*.r.wglldpwlknhN a.hw.hqlgwrh4'IhWgh•W,rlm.StanbP•4 ilg ntpSMk..•.olrhN•UI Fort Pletce, FL 34946 ItMgil07(Ihb1low hnul- Way LInbol4/}. fepelmlu.dtlnlu.aeu.'s taa.cplflitrl•ubgtlenAnteraittiphnl•Iteolhaus•Itdsryl.ltd•ALI.L 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 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 2X1 CONTINUOUS p2ATTACHMAX MAX TOP CHORD TOTAL LOAD = 50 PSF SYP O THE ROOF W/ TWO USP SPACING = 24' O C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 X 3') WOOD SCREWSHE INTO EACH BASE TRUSS b.i llntewnpllm..Y'nlS1t lg!{(tj41U1}tJtIW DUSI(Dhtl q l6101RhiYltlO4i11intlsl'hn tfilq7•ewlrwlnmwMLntF b.plN,•1ti1b1t.Lia.1l 41rRr1Mrlienr Idm M.u uwl.t•IIO.etl hiAlr.a.,Mt4iM.rNYrlgahwY h.he.hqlywpt,4."Irti..Srwlrnrorwnlth0W".tfib r4nr.rarMry.+t.++Wrb&W dh te. b.4 4M. M BIwy.a% Al N hup.kw- liod"uur.t+rVw Anthony T. Tombo III, P.E. rti004Intshaldyeatimm"aht.m,ht—%WMtW•hlrOghgar.•homeON14hGalhhotkdlgtnatlM hq•wiahrtirtwrW.orihtr,pealgtahlmry...nRam/•ogthhhbnfwMatA =OM3 Intd.lhgrMta.mt Il.burwlahlRrlhmans rl t+ban/hillglPlarSM Yb•mejlYllY MlRlydy n dVlnlM p•d.lml DIIM1lsh ty.rliht al bs/m lwo llvW.bof kaptWna16n140srr.W l 4451 St. LUCie Blvd ri..wh'alMtlrea7q.d*.r.wglldpwlknhN a.hw.hqlgwrh4'IhWgh•W,rlm.StanbP•4 ilg ntpSMk..•.olrhN•UI Fort Pletce, FL 34946 ItMgil07(Ihb1low hnul- Way LInbol4/}. fepelmlu.dtlnlu.aeu.'s taa.cplflitrl•ubgtlenAnteraittiphnl•Iteolhaus•Itdsryl.ltd•ALI.L JPLY 17, 2017 1 1.VV%.7L1J vr„" I `" 1 `$` I r,1a- HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24.O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNG •. -11. • . r ... - I oa DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10' ON AFFECTED TOP CHORDS. STDTL07 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. NON -BEVELED BOTTOM CHORD CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) 6q•s Ir fy mw. a'l1UpT4WSrytURal'W 41rS/IdGID1S11116r1tCl1 go9r•IOpUP b. 4*p,gplu401 dlr.m. M M:I Ap10.s.piilt drwr114r ktl Mtxnwbw,1# IJI»a•m orJwaill. dl wr.in.ls.Iw iYndralYrr.a1 hlrmlblglq.npl,yxeliy.nlrndr..rslh•wl.ayrn rr/ay.11.IpIn71r 111iY1rri,q re1.6Klrledwral.h,.nmJ >Lrv nuye l,ugde.l.ury Andwny T. Tombo 111. D.E. d•Y II00IIn1bo!Wfy0rn,111r1yrro.rAao..ll/m.c.lqr r411yMq.ru m11rrl.rr(raYrd6gwrR1 bOlnplrmlNdgrY•11/rIlnl.wM 1 r14 oql. e drdYoymbrnwW114 r 80083 r MCg11u*nd4nlrr ulr/ww•rmrm.nnrt.rrllraalqugnmleellm.as;ulgwmlrymrfKt nldruulrparl.mo. malm.Jany.nrwlralwraP..a.xhvvl.ln.iunl.waol,wn ow -0m lowquo.brhdpnadnl r1.11b 1 Wlr b 4451 PieSt. rce, R. 3494A! a 1' wary ,m..e.ns,m.t wna.r1.r11 It e,i.MrnnafOr.D11 Fort vierce, R 34946 I.A— 1 lu.6 a 11 IwJuw.. d d:• I.r...• :....W.: udiLW .iir.L...i•.....'+•:r... 1.1Iu/ l.u,u , Iw1...1 I.A. 01 11 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772409.1010 DIAGONAL BRACING REFER TO SECTION A -A STANDARD GABLE END DETAIL TYPICAL 2X4 L -BRACE NAILED TO 2X4 VERTICALS V/IOd NAILS, 6. O.C. VERI STUD SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 2J VARIES TO COMMON TRUSS L - BRACING REFER TO SECTION B -B 3X4 = v 24' MAX. NOTE: I. MINIMUM GRADE OF 02 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TOBEPROVIDEDBYPROJECTENGINEERORARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOFSYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGMAT4'-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 ATTHEMIOSPANOFTHELONGESTGABLESTUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 1Dd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. STDTL08 , VERTICAL 2X6 SP OR SPFSTUD02DIAGONAL DIAGONAL BRACE BRACE 4) - 16d NAILS 16d NAILS 3-& 10 SPACED 6' O.C. 2) lOd NAILS 11.1-13 INTO 2X6 16'0.C. 33.10 2X6 SP OR 6511 SPF N2 2X4 SP OR 24' O.C. SPF 02 TYPICAL HORIZONTAL 5-4.12 BRACE NAILED TO 2X4 SP 42 2X4 VERTICALS SECTION A -A V/(4) - 10d AILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd 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 013I'X3.0' AND 0131'X35' COMMON VIRE NAILSRESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12BYSPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACEI 1 DIAGONAL BRACE 2) DIAGONAL BRACES AT11/3 POINTS MAXIMUM STUD LENGTH 20 SP pal STUD 12' O.C. 3-& 10 56.11 6511 11.1-13 20 SP 931 STUD 16'0.C. 33.10 4.9.12 6511 9.10.15 2X4 SP 431 STUD 24' O.C. 2-6.6 3-11.3 5-4.12 8-1.2 2X4 SP 42 12' O.C. 310.15 5511 6511 11414 2X4 SP #2 16'0.C. 3511 4-9.12 6511 10.8.0 2X4 SP 02 24' O.C. 31-4311.3 6.2.9 9 313 Jr DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T -BRACE ATTACHED TO ONEEDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TOBOTHEDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACEWITHIOdNAILS6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF M2 OR SP 02. MEAN ROOF HEIGHT = 30 FEET SURE B OR C 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 4TION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING AILS IOd 5, \ I-- TRUSSES B 24' OL 2X6 DIAGONAL BRACE SPACED 48. O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL FEBRUARY 17, 2017 T -BRACE / I -BRACE DETAILI STDTL09 IWITH2XBRACEONLY A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409-1010 VOTES: f -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T -BRACE / I -BRACE MUST COVER 9W. OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TD CONVERT T -BRACE / I -BRACE WEBS TO 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 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T -BRACE 2X4 I -BRACE 2X6 2X6 T -BRACE 2X6 I -BRACE 2X8 2X8 T -BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 20 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 i: WEB T -BRACE SECTION DETAILS US HAAIN03sn38Ol) (130 dS1AllVnO3 0 V 0 b399V1SN.EIX ? 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BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOVER 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 (0362' DIA. X 35') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 133: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO VINO FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE-NAILS ON 2X4 BEARING WALL s USE (4) TOE-NAILS ON 2X6 BEARING WALL VIEVS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30' TOP PLATE OF WALL L 1' FOR 'NAIL z 1-1/115, FOW25' NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW TOE-NAIL WITHDRAWAL VALUES PER NDS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 Z .131 59 46 32 30 20 O J . 135 60 48 33 30 20 M J 2 O F_ Z Z OJ 131 55 43 29 28 19 W 148 62 48 34 31 21J J N z 120 51 39 27 26 17 O O 131 51 39 27 26 17J t 148 57 44 31 28 20 M FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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. 1.0 x 14 April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTL 14 4) 12d MAX 30" (21- 6") 4, ..' , " 1"s 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 s.•rnxr.pu.nw yhllpGr lrEYfM01'1 fA1W rw Itn""IMM-I' tl•InualtMnrr r. mh• rw.I+,l y„.WywlR.r.N 1..hw.YuptTwebr,1pnC117..iy..+w.ry101.9twwll.ugo y wwt+••rwr.r+ry. .„o. ylrr rml ti••w +••Iwmm•.V rIrh/oywy..+ye.r.yod.wru+r.yl.Yl ngw..y D+yn rary4ll u rml. tYwM+y q r ww+y Y.wr l yyF y.7• 6w hl." ,WYy,,y.. W'd" Anthony T. Tombo 111, D.E. r o+.lrwwrtrs. nrn.n...ytwrrrm.rW,r.+ylr.rt+..+1+.nw.r.MtOwrl lnrto•.Ib rrr+r+n n.r ywyuy.wr.ryo+y uw. Mam.anlns[.twtr m ft' '. d s 80083ee.y •yMM.t eyr T. • nY,r • w>r—kd lY MI MIT (. w N' 1 w birl AMr•• Um 44. w+w ry1 Lq+b... w WI.IrI. 0151 $t. LutIC 91ve. GpIyb0 K11111w1hnu.•4on,1.b.IL1.1.lepMuurddif lowrn.."I loft is pNi;4N:r%uly.ion F—h hm h l lwl b.o1- 411.11.1.860 110 1. Fort Pierce, FL 34946 b FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15NDAMAGEDORMISSINGCHORDSPLICEPLATES w TOTAL NUMBER MAXIMUM FORCE (LBS) 15% LOAD DURATION OF NAILS EACH X SIDE OF BREAK (INCHES) SP OF SPF HF A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 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 IOd NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' 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 old F BREAK lie 10d NAILS NEAR SIDE TRUSS CONFIGURATIONIOdNAILSFARSIDE AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X' MIN 6' MIN 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.OETAIL 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. 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 28 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 3348 5019 2829 4243 2898 4347 S30Vb9 b38NIll ONV SMS 31V1d 2104 N9IS30 SSf)bl ivnal AI0NI 01 b313b AIlVfI0IAI0NI 03NIHVX3 38 a-lnOHS VId31Id3 3S3H1 9NI11Id ION S3SSfib1 0bOH3 d01 1V101 ONV 21/2T ONV 2I/i. 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Q 3 EI fS pgs E F; B 1 8 a ea t eg 4 A 10 l O\1lsON S©1 01T m ISQ 0 1 1 1 m III' s35/8 11 55/8,11 o -- - 4r— W" r - NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. V 0' IM i17 7ii i 717i i_i_ V, i lit_ o HATCH LEGEND 8' - 0" / 8' - 8" A.F.F. 8'- 8" / 9'- 4" A.F.F. 18' -17/8" / 18' - 9 7/8" A.F.F. Irr • 2114' - 51— asap asep' NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO j j :s ! a 3 LEDGER CONNECTIONS BY BUILDER $ UNLESS NOTED OTHERWISE) z NOTE, ALL CEILING DROPS BELOW BEAM ARE ' _ : ! _ '• BY BUILDER (UNLESS NOTED OTHERWISE) NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. 7 THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. S - 9 y s REFER TO THE INDIVIDUAL TRUSS ENGINEERING :i; - -c P : DRAWINGS FOR GRAVITY AND UPLIFT LOADS. _ Z d = . ev i FOR BRACING 6 ERECTION DETAILS REFER sa3a TO SCSI -03 ANWOR ENGINEER OF RECORD 1't 3 $ tILI IT Q ^ REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 7 QA 1US24 G THD46 `' = = -!'I zi Q 1US26 (7 MSH422 211 3J.1 : f s8. sea- THD26 QH MUS26 Q THD28 © EQ THD26-2 C) IL a Q TH028-2 QN a a a= a e D 1US46 a " 1OA01NG IROOF FLOOR WINO LOAD= ¢ 3 fi v p r i 2 d Q UVE L0-20 40 ASCE 7-10 s z: s 3 DEAD LOAD 10 10 150 MPH EXP C UVE LOAD 10• 0 CATEGORY II03 111 5 a E g DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FOC -2017 DURATION FACTOR 125 1.00 TPI - 2014 REV GATE I BY REMARKS 01 1/06/201 ECC UPDATED BOTTOM RIBBON TO 2x6 02 L2/08/2011 IT CODEUPOAIE- 2 ejrs_i 3 E f e 3p e es It is Understood Ulal above COndilions have been revir ed APPROVED d aro acceptable for Oro Iabricabon at trusses. APPROVED AS NOTED : a } * 1 Z.- s etevations,prtches, overllarga. _ 11fasclas.ceding REVISE AND RESUBN,R : t S S etevelionstpdches. bearing aeECTED condrtrona JJ all detail pertain_ in9 to this truss placement plan. No ,s s - back charges will be aocepted a S without previous written DATEs g approval from an A-1 Roof : A' 9 s 7 aTrussermesentabve. REVIEWED BY 'f ; 9 S is 2' PLAN DATE ARCH: -/-/— STRUCT:_ air'!- 93fac_1 CUSTOMER RYAN HOMES E n a:] !s I IIFAJima_=s: Joe NAME SUMMERLANO "C" aJrse-lfta/1 - s' ra OPTION(S) VaENMVL4%41 3 sr'a s2 COMMNTY 3 LOT# §aloci; ITLOG BLDG TYPE JOB # - MASTER WRCSUCE a A ggs. DRAWN SCALE DATE 04/20/2015 Jr N.T.S. Ill t A-1 ROOFssp1:`=iii i_ A#== TRUSSES a _ : _ --1 i z= A FLORIDA CORPORATION $ e 33.j 9 1 Ph 772409-10101 Fax 772 x09.1015 R r r z 2; h,'tplArww.aftrusscmn a sa ;: Permit # RECORD COPi' City of Sanford Building and Fire Prevention Product Approval Specification Form wIlD/NG 1 8- 1 9 4 9 1 SANFORD Project Location As required by Florida Statute 553.842 and Florida Administriive 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.or4. 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 Sectionat Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun 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(including Florida Approval # 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 meets InterWrap Inc. Rhino Roof Underla ment 15216 - R3 Roofinq 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 Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Loft's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 t CITY OF SANFORD BUILT 4NG, 8t FIRIr PREVENTION. r: •4':PE RMIT'APPL•'ICATION Application NP: Documented Construetiafi;-V lui:.S Job Address:'" -;' '` r Utiw t V H stt fit liistrkc--'ws,.;l V0 parcel ID: Resid'e'irtiaj Coiniriercial Type of Vyolr:Tev_r.A, ;Addition Alteration.. Repair pelno: •Gha14•ge of Ust:.:. Mope.. Desert o '<., - . .•;. ;: Ption of W rk54'l' 1.-rvl l !-tile liJ "iti tl Wig -k:. Plan Review Contact*•Person• I- T``itl',e• Phone: Lki_1;s 5-30 I:t • Faa:l Ol-?3 -385.3 Email:14Jr,ri Cnrv Pro • UQ"e Information Name1APhone: Street: kAJAKDJAv r Resident -4 property? City, State 2 ?i =';; =',• ' •'•" ... _ P= Coriti-a`to- Information Name =7'1i honr ,P ;p Z.. 5 5 3' Street. Selo 'Fax: 40-7— ' 'S3 M City, State Zip:Sa L State License No.: Architect/Engineier •Iniformatio'h 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 COMhMCEwi•ENT 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. pplicatien-is-hereby-made4e-obtain-permit-to-do-the-work-and••tnstnifatio ultation'IM 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: 5i4 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NO10E7 In addition to tate requireraeirfs.of this permit, there may be additional restrictions applicable to this property that -may bb found in'the'public, records -of this courtly, and there may' be additional permits required from other governmental entities such as seater management districts, state agencies, or federal agencies: Acceptance of.pennit is verificatiop that i will'ablify thb owaer of the prepet'ty of the requirements of Florida Lien Law, FS 713. s The Cityof Sanford requihes;payment of a•plan•reyieyy fee at the.timg:ofpermit tubttiittal. A•cooy•of the.executed contract is•regtiired , in ord'eito calculate a plan'review charge and will be considered'the•estimated-construction "value of the job, at the time. of submittal. The actual consfruction•value will be figured'based on the current -ICC Valuation Table in effect at the timethe perinit'is issued, in . accordance with local' drdinaricti. Should 61culated charges'fi&eed -off- the executed contract exceed the actual construction valtie, credit will be,applied to yoprpermit:fces when the.permit is issued. OVagERaS.AEFIDAVVf: I;a'jy tbat dll"of the foregoing -information is accurate iat=' work will: be >do>A e in compliance with all applicable -lows regul'a ngfconstruction and zo g. ' Signature of Owner/Agent Date Si ' rc of Contractor/Agent _ SSc) Print Owner/Ant's Name ' A Contractor/A is Ngeame Oka I -A Signaoure•of Notary -State of Florida • • Date• sigraLrre of No ryState of Florida Dm e". ; CHERYL D AKERS ' Owner/Agent is Produced ID _ MY COMMISSION* FF996962 I Y,,, EXPIRES June 05, 2020 0713•oiSa •FloAesNovarySavrcecom Pawrially.Known to Me. or Contractor(Agent,is _PersoiralCy Knowrrtome or , Type of ID Produced ID Type of ID BELOW IS,FOR+•OFFICE USE ONLX Permits Required: • Building •Electrical[,] Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No #'of Heads APPROVALS: ZONING:. UTILITIES: ENGYNEERING: FR E: Fire Alarm Permit: Yes 0. No WASTE WATER: BUILDING: ltc ised• ru aazo s --- — - ---P.n,.i1 PP•^ - i STATEWIDE 1-888--831-2665 jRDEL-AIR State Cert CAC032448 mmHg • AIB CONIDIIWlBN6 SAWGRASS OPT POOL BATH SHOWER 3.5/2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5/2.0 15.0 4 9,332.00 SEAGATE VERSION 111 3.0 15.0 - 3_ 4,977.00 ' SEAGATE VERSION III OPT BATH 2 3.0 15.0 A 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER _ 4.0 15.0 5 5,901.00 Ult 15.0 5 5,896.003.5SUUVIERLANDOPTBATH2 SL A94ERLAND OPT BDRM 5 13.5 15.0 5 6;019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series -Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2nd year warranty. plans with asterisk also have 2 -zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and M D6S. For any interior kitchen hood that has a fangreater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. HVAC Sr.Tf: CERT. LIC N CACA.12448 531 COnISCO N •\l' Sanford. !'L 33771 IIM7?;l:t?nr)L Cust Initials y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONa' Application No: Documented Construction Value: S Job Address: )O V Cr Parcel W: QP Historic District: Yes [INo ResidentiWO CommercialTypeofWork: a Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: f Property Owner Information Name TJ O7 Phone: Street: Resident of property? P P rty? City, State Zip: Contractor Information Naroe0, Q Phone: Street: Otn Fax:4/)-7—%L1-1 -7 City, State Zip: pp O State License No.: F2 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Rc%ised: June 30.201 S Permit Application 00 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 of Owner/Agent Date Print Owner/Agent's Name Signature of idotary-State of Flonda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID l J8stgnatureofContractor/Agent Date Eb C rint omractor/Agent's Name Signature of Notary -State of Florida Date 00Y 0-(/, PAMELA S TERNUS Cornmission # GG 110622 FOii P` Expires August 7, 2021 ttoaOMtanrEuO FtNtrpryemkes Contractor/Agent is Personally Known to Me or Produced ID pe 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: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 0 CITY OF SANFORDJUL 1Q18 BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 7 fzipS n Documented Construction Value: $ 0 q Job Address: 0 Q Historic District: Yes Parcel ID: Resideat Commercial Type of Work: Ne Addition Alteration 11 Repair Demo 11 Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infoapi-orlando.com wpm, Property Owner Information NamePhone: 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 Name: Street: City, St, 7Ap: Bonding Company: Address: State License No.: CF -0057881 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code In effect as of that date: "Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE : In addition to the requirements of this pernut, maybetheremaybeadditionalrestrictionsapplicabletothispropertythatfoundisthepublicrecordsofthiscounty, and there maybe additional permits required from other governmental entities such as watermanagementdistricts., sstate 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 cunem ICC Valuation Table in effect at the time the permitacoordancewithlocalordiaanee. Should calculated charges figured issued, in off the executed contract exceed the actual per mnris is ion 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. Sip rmOfOwnWAgeot a D• I b5p shnofCMU M WAgart Dote YriM Owner/AgeW Name Siaoat M of Notary -blare of Florida Daft Owner/Agent is Personally Known to Me or Produced ID Type of ID A. 7horrms Smit Prbt Cmrtraotoe/Asmt's Name rgna re o , otary tate of F7afda p MMeeNOTARYL WPUBM STATE OF FLORIDA Came GGt38899 Elq> M 8,21/2021 Priced Contri ant is X PetsonaUy Known to Me or Type of U) BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 11 Plun*ing0 Gas hoof 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: UTrunES: WASTE WATER:- ENGINEERING: ATER ENGINEERING: FIRE: BUILDING: COIVIIVIENTS: Revised: June 30, 201 S Permil Application