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HomeMy WebLinkAbout3767 Crawley Down Lp - 18-3531; NEW SFHte,551 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181 0007 DATE: August 28, 2018 BUILDING APPLICATION : 18-10000752 BUILDING PERMIT NUMBER: 18-10000752 UNIT ADDRESS: CRAWLEY DOWN LOOP 3767 17-20-31-5VC-0000.1260 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 vTYPEUSE: ' WORK DESCRIPTION: CITY-SANFORD 10 SPECIAL NOTES: 3767 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE „fixTYPEDISTSCHEDRATEUNITSTYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS-COLLECT?RS N/J?+, Single Famy Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO•WIDE ORD 00 Singgle Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 CO; WIDE ORD Family HoNsiAng 9,000.00 1.000 dwl unit 9,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUj1ILDING DEPARTMENT 101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE %P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Malloy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #20181y23485 Book:9239 Page:1392; (1 PAGES) RCD: 10/26/201811:34:41 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-3531 Parcel ID Number. 17-20-31-5VC-0000-1260 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 # 126 of Kensington Reserve 3767 Crawley Down Loop I P5 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 S. 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: Nick Gargasz 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. Li -a& , 11 -%In Nick Gargasz Division Manager Signature of Owner or 1. ee, or fs a atory' 'a (Print 1,12m and Pmlde Sign& Tlaerontca) Authorized ONicer or1P*rvw nagar) State of Florida County of Orange The foregoing Instrument was acknowledged before me this rr),5 day of V by Mck Gargasz Who Is personally known to me IX OR a $ Name of portion meldng statement who has produced identification type of Identification produced: Eta-- rs:•;.°Wo, TRA.CY LCIGH MCDONALC MY COMMISSION it FF925012 I -; r ck';• EX?Ir1lnS October 06, 20 i9 2.0'53....-- FloWarlovSe-c CW-' REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:-;L51 I g Kensington Reserve j 3_(s;7 C n, "2 L_, Lw--p OC Project Name: Project Address: 1 Building Permit #: 1 ' 3531 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 AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the systern prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Print NaT;r nant Print Name of n for Print Name of El. Contractor Signature f r enant Signature f e Contractor Signature of El. Contractor CGC151715r EC0003096 Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on _/ Rev. 02/10/15) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION x Application No. ! Documented Construction Value: $ g c•°"' Job Address• 3767 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-1260 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC„ dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Arch itectlEngineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 w" 'i I 2(p 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 'Cable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzoning. d_rl 8/15/2018 Signatur wne ent Date Tracy McDonald Print Owne Agent's Name 8/15/2018 Signature of o a tale of Florida Date o"Ay .P et, KRISTIN R FERRILL Commission # GG 233069 N r Expires July 11, 2021y rfor 4P Bonded Thru Budget Notary Services Owner/Agent is x_ Personally Known to Me or Produced ID Type of ID 8/15/2018 Date nald Print Contr or/Agent's Name Z 8/15/2018 Signature of N ry-State of Florida Date sky PUS. KRISTIN R FERRILL A Commission # GG 233069 o Expires July 11, 2021 For 0. Bonded Thru Budget Notary Servkee Contractor/Agent is _x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingR- Electrical [R Mechanical [J' Plumbing© Gas[] Roof Construction Type: Total Sq Ft of Bldg: 2jo'7 S Occupancy Use: 123 Flood Zone: X- 5CE Min. Occupancy Load: I Lr, # of Stories: Z- New Construction: Electric - # of Amps 2C-10 Fire Sprinkler Permit: Yes No [xr # of Heads APPROVALS: ZONING: t U UTILITIES: ENGINEERING: MtC. $ -22- « FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. *L4-to Ire. SQ( V\M...ar t 0-n A - k- , 6R, Plumbing - # of Fixtures I R Fire Alarm Permit: Yes NoQ WASTE WATER: BUILDING: SF t0't(6- Revised: June 30, 2015 Permit Application Job Address: 3767 Crawley Down Loop Parcel ID 17-20-3l- 5VC-0000-1260- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g Documented Construction Value: $ 99,367 Historic District: Yes No X Residential X -_ Commercial _- Type of Work: NewEA 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: Address: N/ A 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied_ to your _permit._fees when the permit is_issued. __ OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzoning. ee 8/15/2018 Signatur wne ent Date Tracy McDonald Print Owner Agent's Name 8/15/2018 Signature of o tate of Florida Date ofAy .. P. KRISTIN R FERRILL Commission # GG 233069 o Expires July 11, 2021 f op P oP Bonded Thru Budget Notary Servkes Owner/Agent is x Personally Known to Me or Produced ID Type of ID 8/15/2018 Date 2 Print Con ctor/Agent's Name 8/15/2018Xig=na'tu,;re ry-State of Florida Date olN Y Put, KRISTIN R FERRILL o Commission # GG 233069 Juliresa4' kp 0' BondedpThruBudgetNoluyftvl e Contractor/Agent is x_ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITNY OF AF QRD 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: 3767 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1260 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: 0 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 009O 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: K 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# 18-3531 Reviewed by: Michael Cash, CFM Date: August 22, 2018 is, I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 1877 Landscaping in Right -of -Way www.sanforcM.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 euawrn.tybNow size and location of the existing right-of-way and use shall be provided or application could be delayed. Callaeeroreyoualq 1, Project Location/Address: 3767 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: Z Driveway 0 Walkway other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work: Construction of New Single Family Home This application is su Properly owner: Signature: 4 Address: 4307 Vi laa Phone: (407) 692-471 by: H-20 Orlando, FL 32811 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 08/15/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: nd the above statement and by signing this application I agree to its terms. Date: 08/15/2018 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. Date: Official Use Only Fee: Date: Date: Date: Date: g` Z 2_ 2p1 c Date: November 2015 ROW Use Onveway.pd 8/15/2018 SCPA Parcel View: 17-20-31-5VC-0000-1260 Property Record Card Parcel: 17-20-31-5VC-0000-1260 Property Address: 3767 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-1260 Owner(s) BRISSON WEST PROJECT I LLC Property Address 3767 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 126 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Land Assessment Value Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 i Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $52.000 14,000 Land Value Ag Just/Market Value " $52,000 14,000 Portability Adj Save Our Homes Adj $0 0 i Amendment 1 Adj $0 0 P&G Adj $0 0 Assessed Value $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 Exempt Values 52,000 52,000 52,000 52,000 52,000 Book Page Amount No Sales Method Frontage Depth Units Units Price LOT 0.00 0.00 1 Building Information Permits Permit # Description Agency Amount CO Date http://pareeldetail.scpaf.org/ParcelDetaillnfo.aspx?PID=1720315VC00001260 Qualified Taxable Value 0 52,000 0 52,000 0 52,000 0 52,000 0 52,000 Vac/Imp 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 'S I I z I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific 1permit and ap lication for work located at: t ( V— CA _ = -T- d --,, Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this day of 20019, by Robert Lattanzi who is ® p 1Ci or o who has produced as identification and who did (did not) take oath. Notary Seal) p"'Ay °6' KRISTIN R FERRILL Commission # GG 233069 siExpires July 11, 2021 For fT(eBonded Thru Budget Notary Servloes Rev. 08.12) Print or type name Notary Public - State of FJl)nda. Commission No. 6,0 232016 9 My Commission Expires: 7/1//zl A E C N I T E C T f SQ.FT. CALC.'S 1ST FLR LIVFW. 1090 $a FT. 2ND FLR LMNG 1331 bQ FT. TOTAL LIVING 2,421 SGL FT. ENTRY 35 SCS FT. GARAGE 4" $a FT. LANAI 160 $a FT. TOTAL 3015 Sa. FT. OOWCOM MO CLAMM UM LOADI WW WMo EMM E RM 0 8190Oawls GLli 0O'"S MWAGE0 TqN awe Oof/M MO I IQ 61 1 -0 5 24M/-30)6 2 24 30M DR 4 300I/-32.16 3 n 25-614 4 26.45/-30.115 3A TI 25-SH 5 26A6/-31A6 4 33 2) 25-6H 5 2U31-3{DO 5 413 60D0 SGD 5 2631/-3330 2 6 TT EM 26.45/-30% WIND DESIGN CRITERIA A. BASK WIND SPEED MPH (3 5ECOND G115T) VJLT050 / VASD•iib MPH B. INTERNAL PFRE66WM COEFFICENT.. JD C. R18K CATEGORY -TYPE 11 D. EMPOSUIRE CATEGORY C NOTE, VALUES FOR C411PONENT6 4 CLADOING FIESSUNE ARE BASED CN TFE VLN, DESKl4 WIND SPEED. FBCR 6TH ED. (2011) ALLOWS T1 ESE PRESSURES TO BE MULTIPLIED BY CA, TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANIFACTUIEM. NOTE, L PRIOR TO DRriNLL WTALLATKN OL ALL FRA'26 MB'tM 2'-V FR.M TIE HOW FLOOR Ill.OE WPATID NO TREAT® IV"ATE' A MIME TREATED "All 3 i/2' I taF PLATEb. WWFP,VW Wor. CABINET SECTION 6k6 P.T. POET TO I 1 WJM TO MATCH 6'- 4' AFF. (2-iTP C42" UM 1 1 I AL NAIII4'- 0• II II II II 2) II II I I 6¢eo 5 D I I O O II 3A I CRR v L V- 4' 4A v I GREAT ROOM I, V- 41CL& I III^. ' CRMN m r-2 In 1114_ MOILDW. 4'- 2' 2'-10' 6'L5 I/2' I 9'-4' ' 9 4y1j I • m ql VE TOE MCCR 4 II a O RA1LlY> I C y j1 S BElYdYL Y- I. 0.6 I' j Moil I S'- 4' CIA LFE Cf 2F0 FLOOR ABOVE I 16'- V k T-0' OW 1'- 4' 1'- 4' .2' FIRST FLOOR PLAN SCALE: U4 . I'-0' I m Ign Grou . 2. 1441 N. RONALD REAGAN BLVD. LONG W000. FL 32750 PH : 407 774-6075 FAx: 407-77-078 www. aeAeslP.com AA c GOOM2o33zs aeexnH sUMIDIV. & M-7 KENSINGTON RESERVE LOT 126) MoDELA SUMMERLAND VERSION/ 01) P1iOJECT# R2065. 128 00001 PAGE: FLOOR PLAN DATE: 7 /25 /1 B 8CAIM 1/4"=1'-0" 9FIEET 3 OF 9 A It C N I T F. C T f OOt/'OIER AM OLADDMQ WM LOAD$ MM WM EXPM E PM 3 890CMD OUM CAL* 9MAIP=AGEaN TIaM aE w NN wo I 5 EG9 5 28b5/-31d5 2 5 Sow-S 5 281,5/-3185 2A D 3040-FG 5 2606/-38.10 2B 15 5EWEN2865/-3185 3 5 EGRESS 5 28b5/-3196 4 5- FG 5 26.43/-3340 Ter 5 5 3050-94 EGRESS 1 28b5/-3W 6 5 MUMS 4 28b5/-3U4 WIND DESIGN CRITERIA A. BASIC WIND SPEED MF41 0 SECOND GUST) VULT.BO / VASD.116 MPH B. INTER1AL PFESSIAE 0VEMCENT•• .18 c. RISK CATEGORY -TYPE II D. EXPOSURE CATEGOPWr C NOTE, VALUE6 FOR 00f'1PONENTB 4 CLADDING P1E88UIE ARE BASED ON THE Veit DE6W4 WMD SPEED. PECK 6TW ED, 001T) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET T14E ALLQUABLE OR NOMINAL TESTED VALUES USED 5Y PFY7DUGT MA'AFACTURER S. NOTEtfT6pe TO ORMALL NSTALLA" ON ALL FRAMING M6'BEFb TO FFEM TM RASH FLOOR ALL SE SPRAY® *0 TREATED W 9CRAIV A TO"M TREATED SPRAT 10'-D 3/4' 2ND. 0=0' FIN, FLR STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING 2x. LA•ON6 DROP C ILMG TO — / \' 1/4' 0 ( 12)2X6 HEADERS A6 10, W MR. zl ROOM 2xD 6.Y1. TREAD 7x4 RE-MxoIWM1G.F4JJ `\\ , M2Z26TRlYfJQ / M 2xD 6YP 5TPMr.ERA- m6ECREDW/ Od OL. I• KIO ATE 3/4' TG SUB FLOOR I GUED A "LED I 2xb • 24' OL. MAX bd y— ------- I------- I 2.4 P.T. PLATE SECURE AV IOd CUT NAILS 16' OL. MAX STAIR SECTION: 9'-4" BRG. 1 LME OF IST HOOK BFLAM — — — — —------- ..-- I I I I I I I - 5 4 3 4 0 I 4 490 FG. R-I64 H' 6EitT SIC N•I.COLC I g 011NBR'S SUITE B'-vxD•-a M i - ----- e•-o• C..O. -- DBL C 9 do CL.Cz DBL 6 ® I I 4664 o 0 I ti' TUB MI m S'-B 5'-4' 3'-B• 10' I 2'-4' S 1'_40• 3'_8• W-C' C.G. _ I. 6'-O' cL,G O 0 m L---- 6-a'0..G. - 3'-8'. 4'-2• 4'-0 m 14'-4' 0 10• 1._2.-- a s BEDROOM 3 O m Ile Ba CAI& S f2SE3S—1 e c ,I e I Amc ILA q rJ °'oT !rl • " . 210 DEL STUp - --9 ------ W/ I0d x 3' 4 4-o IF B OLNAL I'-0' 1 ROUS _ _ 4'-6 4_2 i' 0' 4_0 2_' 4' 3 8 6 I0 c• STAGGEED v 304P FG 2A _ D'or. OBL. In LM m) 10'-2'x16'-1' _ BEDROOM 4STUDV-C' cox. r 10'-2'x14'-3' e'-0 CLG DBL. BL- gND— — STUD LNE OF IST f ,OOR BELOW 0 0 614 0 305 'W0 4 4' 4 4'___—_.6-0' ..-- 9 4• — 6 0 ._ S 21'-4• L---------------------------J LME OF oT FLOOR BELOW SECOND FLOOR PLAN SGAL£, 1/4 . 1'-0' Design Gr u 1! i-i N. RONALD REAGAN BUD. LONGw000. FL 32750 PH d07-77"078 FM 407 77u 78 bd.e.8 M MS corne0033250 SLTBD2V. do LOT KENSINGTON RESERVE LOT 126) MODEL: SUMMERLAND VERSION#01) PRO TOCT#1: R2065.126 00001 PAGE: SECOND FLOOR PLAN DATE: 7 /25 /16 saALE: 1/4"= V — 0" SEEM= 4 or 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 1 Q, --2..5 3 1 BUILDING PERMIT Min Max Ins ection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbin Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Meth AN HOMES y if f'?f F R Project Name: Lotl26Kensington ReserveSummerlandKGRE Builder Name: RY Street: 3767 CRAWLEY DOWN LOOP Permit Office: Sf l b City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 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 2 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts DucN/Ats R ft' 7. Windows(235.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 182.94 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 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: 3.034 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sgft.) Insulation Area EF: 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 Glass/ Floor Area: 0.097 Total Proposed Modified Loads: 66.64 PASS TotalBaselineLoads: 68.61 I hereby certify that the plans and specifications covered by Review of the plans and F'CK 519, this calculation are in compliance the Florida Energy specifications covered by this 4_V - p Code. calculation indicates compliance tea,•' with the Florida Energy Code. PREPARED BY: `«'- Before construction is completed DATE: 7-3n-18 Scott Pratt this building will be inspected for compliance with Section 553.908 Ott y I hereby certify that this building, esig d, is in compliance Florida Statutes.0 o"A withtheFloridaEnergyCode. - W6 OWNER/ AGENT: ________ ____.___ BUILDING OFFICIAL: _._ - DATE: 7/30/20. DATE: • ` 8 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 7/ 30/2018 9:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lotl26KensingtonReserveSu User 1 RYAN HOMES SANFORD 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2421 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 126 KENSINGTON 3767 CRAWLEY DOW Seminole SANFORD , FL, 32773 CLIMATE v Design Location TMY Site Design Temp 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 21062.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft2 1090 ft2 11 0 0 1 0 0.38 0.62 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft2 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 ft2 0.11 Wood 7/30/2018 9:45 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt Tu-...___WaILTypP Space_ a Et In Ft In Area R /alue._ ractina___-Absor.- Grad ° 1 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 10 W Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV_ Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5 6 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 7 W 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 W 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 10 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000359 2281.8 125.27 235.58 3229 6.5 7/30/2018 9:45 AM EnergyGauge D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 01t"L AGU11130111VA HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat 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 # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [ j Mar A r Ma jX Jun [Xj Jul X Aug fSe Oct Nov Dec Heatinf X Janf X Feb [X] Mar f Apr i May[ Jun [)Jul Aug SeP Oct X Nov Dec Ventin [ Jan [ Feb X Mar X A r May [ Jun [ ]Jul Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/30/ 2018 9:45 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* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3767 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 (ft2) 7. Windows** Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1384.00 ft2 2421 b. N/A R= ft2 c. N/A R= ft2 Areaa 11. Ducts R ft2 182 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 48.00 ft2 12. Cooling systems kBtu/hr Efficiency 5.00 ft2 a. Central Unit 38.5 SEER:15.00 ft2 3.034 ft. 0.290 Insulation Area R=0.0 1090.00 ft2 R=11.0 291.00 ft2 R= ft2 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 inspecti erwise, a new EPL Display Card will be completed based on installed Code compl' t at res. J( f Builder Signature: Date: 7/30/2018 Address of New Home: 3'97(CT'Xlev Down Loop City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat o TaE S744 titflf ' 4q a .+ U4i`- eoD 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. 7/30/2018 9:45 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: 3767 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 builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/30/2018 9:45 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/30/2018 9:45 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 7/30/2018 9:45 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/30/2018 9:45 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryke 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. 7/30/2018 9:45 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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(b - USRCSB v6.0 7l30/2018 9:44:19 AM Page 1 of 1 wrightsoftm Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3767 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Job: Lot 126KensingtonReser... Date: 06.03.15 By: BENTLEY Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30164 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 35510 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: 32374 Btuh 107% of load Latent capacity: 6085 Btuh 114% of load Total capacity: 38459 Btuh 108% of load SHR: 84% M • Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 26613 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 143% of load Capacity balance: 34 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 920% of load Temp. rise: 70 °F Meets all requirements of ACCA Manual S. wrightsof't• 2018-Jul-30 09:36:52 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 7+vn...dKGRE\Lot126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E Component Constructions Job: Lot 126KensingtonReser... wrightsoft° p 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 3767 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Orlando/Jetport, FL, US Elevation: 105 ft Latitude: 281N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 16 (M) Method 76 Construction quality 7.5 Fireplaces Heating 70 28 30 0.8 Simplified Average 0 Cooling 75 18 50 45.8 Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain 111 8tuh40-°F ft-F/Btuh Btu h/V Btu Btuh/V Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 366 0.091 13.0 2.52 923 2.35 861 fnsh, 2"x4" wood frm, 16" o.c. stud a 194 0.091 13.0 2.52 489 2.35 456 s 381 0.091 13.0 2.52 960 2.35 896 w 216 0.091 13.0 2.52 544 2.35 508 all 1157 0.091 13.0 2.52 2916 2.35 2722 13A-2ocs Bik wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 324 0.201 4.1 5.57 1806 4.37 1418 int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" a 59 0.201 4.1 5.57 330 4.37 259 gypsum board int fnsh s 345 0.201 4.1 5.57 1923 4.37 1510 w 195 0.201 4.1 5.57 1084 4.37 851 all 924 0.201 4.1 5.57 5142 4.37 4037 Partitions 128-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, 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); 1 ft overhang (5 ft e window ht, 1.17 It sep.); 6.67 ft head ht s w 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 s ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht w all 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); 1 It overhang (4 ft window ht, 1.17 It sep.); 6.67 It head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1.17 it sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 it head ht 271 0.097 11.0 2.69 729 1.75 475 30 0.350 0 9.69 291 12.2 366 30 0.350 0 9.69 291 34.0 1019 15 0.350 0 9.69 145 12.4 186 15 0.350 0 9.69 145 34.0 510 90 0.350 0 9.69 873 23.1 2081 16 0.350 0 9.69 158 10.5 171 33 0.350 0 9.69 317 11.9 390 33 0.350 0 9.69 317 29.0 947 82 0.350 0 9.69 792 18.4 1507 12 0.350 0 9.69 116 34.0 408 5 0.340 0 9.42 47 35.7 179 48 0.620 0 17.2 824 16.9 812 Wrightsa t` 2018-Jul-30 09:36:52 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 dKGRE\Lot126KensingtonReserveSummerlandKGRE.rup Calc = MJ8 House faces: E Doors 11JO: Door, mtl fbrgl type e 11 DO: Door, wd sc type n Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-13c: Fir floor, frm flr, 6" thkns, carpet f I r fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 Wrlghtsoft- 2018-Jul-30 09:36:52 1 Right -Suite® Universal 2018 18.0.13 RSU23828 page 2 AC A...dKGRE\L.1126KensingtonReserveSummerlandKGRE.rup Calc = MJ8 House faces: E Project Summary Job: Lot 126KensingtonReser... wrightsofto Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Proiect Information For: RYAN HOMES 3767 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 07-30-18 SRP Design Information Weather Winter Design Conditions Outside db Inside db Design TD 42 OF 70 OF 28 OF Heating Summary Structure 21055 Btuh Ducts 5558 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26613 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Average 0 He a Co 2429 24lin29 21176 21176 0.41 0.21 145 74 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 = 34 OF Backup: 8.5 HSPF 38000 Btuh @ 47°F 27 OF 1283 cfm 0.048 cfm/Btuh 0.40 in H 20 Input = 7 kW, Output = 24539 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 20638 Btuh Ducts 9527 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30164 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 2047 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5346 Btuh Equipment Total Load (Sen+Lat) 35510 Btuh Req. total capacity at 0.81 SHR 3.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref 8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 31185 Btuh Latent cooling 7315 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.043 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. wrlyht oft` 2018-Jul-30 09:36:52 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACZA ...dKGRE\Lot126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot126KensingtonReserveS... 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 If heat/cool 4 Room dimensions 1.0 x 576.8 It 5 Room area 2464.8 ft2 576.8 ft2 Ty Construction number U-value Btuh/ft2-'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W/ L 12C-Osw 2A-2om 0,091 0.350 n n 2.52 9.69 2.35 12.19 3% 30 366 0 923 291 861 366 0 0 0 0 0 0 0 0G 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 341 324 1806 1418 0 0 0 0 11 2A-2om 12C-Osw 0.350 0.091 n a 9.69 2.52 10.46 2.35 16 236 0 194 158 489 171 456 0 0 0 0 0 0 0 0 2A-2om 2A-2orn 13A-2ocs Blk wall, s 0.350 0.350 0.201 a a a 9.69 9.69 5.57 33.98 33.98 4.37 12 30 79 0 0 59 116 291 330 408 1019 259 0 0 37 0 0 17 0 0 96 0 0 75 11J0 12C-Osw 0.600 0.091 a s 16.62 2.52 18.51 2.35 20 396 20 381 334 960 372 896 20 0 20 0 334 0 372 0 2A-2om 13A-2ocs Blk wall, s 2A-2om 0.350 0.201 0.350 s s s 9.69 5.57 9.69 12.41 4.37 11.93 15 378 33 13 345 0 145 1923 317 186 1510 390 0 303 33 0 271 0 0 1507 317 0 1183 390 Vj1 t-G l I--G 12C-Osw 2A-2om 0.091 0.340 w w 2.52 9.42 2.35 35.73 236 5 216 0 544 47 508 179 0 0 0 0 0 0 0 0 I-C 2A-2om 13A-2ocs Blk wall, s 2A-2om 0,350 0.201 0.350 w w w 9.69 5.57 9.69 33.98 4.37 28.96 15 275 33 0 195 0 145 1084 317 510 851 947 0 154 33 0 121 0 0 675 317 0 530 947 P 2A-2omd 1213-0sw 0.620 0.097 w 17.17 2.69 16.92 1.75 48 289 48 271 824 729 812 475 0 121 0 103 0 278 0 181 L--0 11D0 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C 1613-38ad 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 619 31 Envelope loss/gain 16662 15667 5173 3933 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) 21055 20638 6103 5154 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21055 20638 6103 5154 Duct loads 26% 46% 5558 9527 26% 46% 1611 2379 r15 Total room load 26613 301647714 7533 Air required (cfm) 1283 1283 372 320 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtagl tsoTtt^ 2018-Jul-30 09'36 52 A - -••- Right•Suite® Universal 2018 18.0.13 RSU23828 Page 1 dKGRE\Lot126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 126KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 It 11.5 It 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 It 5 Room area 325.0 ft' 155.0 ft2 Ty Construction number U-value Btuhlftz°F) Or HTM Btuh/ft') Area (ft') or perimeter (ft) Load Btuh) Area (it2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1A/ 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 L-G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 n 5.57 4.37 233 233 1299 1020 107 91 507 398 2A-2om 0.350 n 9.69 10.46 0 0 0 0 16 0 158 171 11 12C-Osw 0.091 a 2.52 2.35 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 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0GGG 13A-2ocs Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 Val 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0G 1 l 12C-Osw 2A-2orn 0.091 0.340 w w 2.52 9.42 2.35 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 2 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 w w 9.69 5.57 33.98 4.37 0 121 0 73 0 408 0 321 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 I 12B-Osw 2A-2omd 0.620 0.097 w 17.17 2.69 16.92 1.75 48 0 48 0 824 0 812 0 0 168 0 168 0 451 0 294 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 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 22A-col 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 755 50 Envelope loss/gain 3573 2908 1431 813 12 a) Infiltration 666 216 202 65 b) Room ventilation 1 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4239 4324 1633 878 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 4324 1633 878 151 Duct loads 1 26% 46 % 1119 1996 26 % 46 % 431 405 Total room load 5358 6319 2064 1284 Air required (cfm) 258 269 100 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VW 2018-Jul-30 09:36:52 w Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 dKGRE\Lot126KensingtonReserveSummeriandKGRE.rup Calc - MJ8 House faces: E wrightsoft Right-J® Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL 3277111 PPhhND7101-2665 Job: Lot126KensingtonReserveS,.. Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 it 3 Room height 9.3 it heat/cool 8.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 It 16.5 x 13.5 it 5 Room area 36.0 ft' 222.8 ft' Ty Construction number U-value Btuh/fti°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr/ 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 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 0C 11 12C-Osw 0.091 a 2.52 2.35 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 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 a a 9.69 5.57 33.98 4.37 0 42 0 42 0 234 0 184 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 1ql 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 108 93 234 219 G 2A-2om 0,350 s 9.69 12.41 0 0 0 0 15 13 145 186 1q/ G 13A-2ocs Blk wall, s 2A-2om 0.201 0.350 s s 5.57 9.69 4.37 11.93 75 0 75 0 416 0 326 0 0 0 0 0 0 0 0 0 12C-Oaw 2A-2om 0.091 0.340 w w 2.52 9.42 2.35 35.73 0 0 0 0 0 0 0 0 132 0 117 0 295 0 275 0 VV II 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 w w 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 15 0 0 0 145 0 510 0 G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 1G P 2A-2omd 12B-0sw 0.620 0.097 w 17.17 2.69 16.92 135 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_D 11 D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 32 36 Envelope loss/gain 997 488 981 1540 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1216 559 1432 2516 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 559 1432 2516 15 Duct loads 1 26% 461% 321 258 26%1 461% 378 1162 Total room load 1537 817 1810 3678 Air required (cfm) 74 35 87 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t}t wrtyMiaaft 2018-Jul•30 09:36:52 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 dKGRE\ Lot 126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E wrightsoft" Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lott 26KensingtonReserveS... Date: 06.03.15 By: BENTLEY i Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 It 10.5 it 3 Room height 8.0 it treat/cool 8.0 it heat/cool 4 Room dimensions 5.0 x 5.5 it 1.0 x 102.8 it 5 Room area 27.5 it' 102.8 It' Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ft2°F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1q/ 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 48 48 121 113 C 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 Vjl 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L -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 2.35 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 LLL------IGG 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 yl L-D 13A-2ocs Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 y! f.-G 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 Vp/ 13A-2ocs Blk wall, s 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 Vj! 12C-0sw 0.091 w 2.52 2.35 40 40 101 94 36 31 78 73 2A-2om 0.340 w 9.42 35.73 0 0 0 0 5 0 47 179 I( Vf/ 2A-2om 13A-2ocs Blk wall, s 0,350 0.201 w w 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 L G 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 P1 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 52 Envelope loss/gain 121 125 320 562 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1196 149 478 613 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 149 478 613 151 Duct loads 1 26 % 461% 52 69 26 % 46 % 126 283 Total room load 247 218 604 895 Air required (cfm) 12 9 29 38 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. i- wr yhbcsR^ 2018-Jul-30 09:36:52 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4 dKGRE\Lotl26KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E 1' wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 3277111 hNDla 101-2665 Job: Lot 126KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 it 10.5 it 3 Room height 8.0 it 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 it' Ty Construction number LI-value Btuh/Wt 19 Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W/ 12C-Osw 0.091 n 2.52 2.35 44 44 111 104 84 69 174 162 L--G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 15 0 145 183 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 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 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 a a 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GGG Vl/ L_.p 11J0 12C-Osw 0.600 0.091 a s 16.62 2.52 18.51 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0y! 1-G 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 V J 13A-2ocs Bilk wall, s 2A-2om 0.201 0.350 s s 5.57 9.69 4.37 11.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G L212C-Osw 2A-2om 0.091 0.340 w w 2.52 9.42 2.35 35.73 28 0 28 0 71 0 66 0 0 0 0 0 0 0 0 0 2A-2om 13A-2ocs Blk wall, s 2A-2om 0.350 0.201 0.350 w w w 9.69 5.57 9.69 33.98 4.37 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV II G 1-C 2A-2omd 128.0sw 0.620 0,097 w 17.17 2.69 16.92 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0RL-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 19 19 14 27 137 137 98 193 F 2OP-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 32 Envelope loss/gain 195 184 418 507 12 a) Infiltration 135 44 158 51 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 331 227 576 558 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 227 576 558 151 Duct loads 26% 46% 87 105 26% 46% 152 257 Total room load 418 332 727 815 Air required (cfm) 20 14 35 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr F1tsoTtw 2018-Jul-30 09 36:52 AGA •••-- -• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 dKGRE\ Lot 126KensingtonReserveSummerlandKGRE. rup Calc m MJ8 House faces: E i- wrightsoft° Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Job: Lot 126KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 ft 27.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 10.6 ft 10.5 x 17.0 ft 5 Room area 137.6 ft2 178.5 ft2 Ty Construction number U-value Btuh/Wt 'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W1 12C-Osw 0.091 n 2.52 2.35 84 69 174 162 136 136 343 320 t---C 2A-2om 0.350 n 9.69 12.19 15 0 145 183 0 0 0 0 13A-2ocs Blk wall, s 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 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 84 69 174 162 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 CGG 2A-2om 0.350 a 9.69 33.98 0 0 0 0 15 0 145 510 yl 13A-2ocs Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 IWO 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0p t--G 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 1q! 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 I-.G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 L12C-0sw 2A-2om 0.091 0.340 w w 2.52 9.42 2.35 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 w w 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 12B-Osw 0.620 0.097 w 17.17 2.69 16.92 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TRL- 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0D C 16B-38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-13c 0.068 1.88 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 32 13 Envelope loss/gain 418 507 1048 1364 12 a) Infiltration 158 51 413 134 b) Room ventilation 1 0 0 1 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 576 558 1461 1498 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 576 558 1461 1498 Duct loads 1 26 % 46%1 152 257 261/ 46 % 386 691 r Total room load I 1 7271 815 1847 2189 Air required (cfm) 35 35 89 93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F:- wrlyMtsofl 2018-Jul-30 09:36:52 w..• •^•• •- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 dKGRE\Lotl26KensingtonReserveSummerlandKGRE.rup Calc a MJ8 House faces: E wrightsofC Right-J® Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 GOD ISCO WAY, SANFOR D, FL 32771 hone: 407-831-2665 Job: Lot126KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 It 0 It 3 Room height 8.0 ft heat/cool 8.0 It heat/cod 4 Room dimensions 5.5 x 7.0 It 5.5 x 10.5 It 5 Room area 38.5 ft2 57.8 ft2 Ty Construction number U- value Btuh/ ft2-1F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1qJ 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A- 2ocs Blk wall, s 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 12C-Osw 0.091 a 2.52 2.35 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 2A- 2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 t- D 13A- 2ocs Bilkwall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.6W a 16.62 18.51 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 s 2.52 2.35 56 56 141 132 0 0 0 0 I-. G 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 V1/ 13A-2ocs Blk wall, s 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 IqJ 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.340 w 9.42 35.73 0 0 0 0 0 0 0 0 L(-_ GC 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 1q/ 13A-2ocs Blk wall, s 2A- 2om 0. 201 0. 350 w w 5. 57 9. 69 4. 37 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 2 P L-D 2A- 2omd 1213- 0sw 0, 620 0. 097 w 17.17 2. 69 16. 92 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 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-col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 4 Envelope loss/gain 169 174 42 77 12 a) Infiltration 105 34 0 0 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 274 208 42 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 208 42 77 15 Duct loads 1 26 % 46 % 72 96 26 % 1 46 % 11 36 Total room load 1 346 305 53 113 Air required (cfm) 1 17 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgt tsof!^ 2018-Jul-30 09:36:52 A -•- Right - Suite® Universal 2018 18.0.13 RSU23828 Page 7 dKGRE\ Lot126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E wrightsoftp Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 126KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 It 48.0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.5 x 9.5 ft 1.0 x 379.8 ft 5 Room area 71.3 it' 379.8 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ftz-IF) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 Vy 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 C 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 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 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 152 125 315 294 2A-2om 0.350 a 9.69 33.98 0 0 0 0 12 0 116 408 ALL---GGG 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 a a 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 15 0 0 0 145 0 510 0y/ 1___p 11J0 12C-Osw 0.600 0.091 a s 16.62 2.52 18.51 2.35 0 0 0 0 0 0 0 0 0 232 0 232 0 585 0 546y/ I--G 2A•2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 1pf G 13A-2ocs Blk wall, s 2A-2om 0.201 0.350 s s 5.57 9.69 4.37 11.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t} G 12C-Osw 2A-2om 0.091 0.340 w w 2.52 9.42 2.35 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 w w 9.69 5.57 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 PI 2A-2omd 128-Osw O.620 0.097 w 17.17 2.69 16.92 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 1100 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 2OP-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 38 22 Envelope loss/gain 51 63 1726 2423 12 a) Infiltration 0 0 722 234 b) Room ventilation 1 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 663 2448 2656 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 663 2448 2656 15 Duct loads 26 % 46% 14 306 26 % 46% 646 1226 Total room load 65 969 3094 3883 Air required (cfm) 3 41 149 165 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jul-30 09 36:52 w•- ^-- -•• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8AbZk ..dKGRE\Lotl26KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E Duct System Summary Job: Lot 126KensingtonReser... 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 3767 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.270 in/100ft 0.270 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 113 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 h 727 35 35 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 h 727 35 35 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2189 89 93 0.374 6.0 Ox 0 VIFx 21.0 70.0 GREAT RM h 3857 186 160 0.280 8.0 Ox 0 VIFx 29.4 92.0 st1 GREAT RM-A h 3857 186 160 0.291 8.0 Ox 0 VIFx 24.7 92.0 SO LAUNDRY c 969 3 41 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 3883 149 165 0.411 7.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 895 29 38 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3678 87 156 0.319 8.0 Ox0 VIFx 21.6 85.0 st2 MASTER W.C. h 418 20 14 0.296 4.0 Ox0 VIFx 29.7 85.0 st2 MASTER WIC h 247 12 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/KITCHEN c 6319 258 269 0.270 9.0 Ox 0 VIFx 33.8 92.0 st1 POWDER h 1537 74 35 0.283 5.0 Ox0 VIFx 28.0 92.0 st1 STUDY h 2064 100 55 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 804 679 0.270 576 16.0 0 x 0 VinlFlx st2 Peak AVF 200 266 0.296 487 10.0 0 x 0 VinlFlx wrightsoW 2018-Jul-30 09:36:53 AM,," , „ w„u,,,,,,,,,p,,, Right -Suited Universal 2018 18.0.13 RSU23828 Page 1 dKGRE\Lot126Kensington ReserveSummerlandKGRE. rup Cale a MJ8 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsof`t" 2018-Jul-30 09:36:53 1+ Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 9C C,rP...dKGRE\Lot126KensingtonReserveSummerlandKGRE.rup Calc - MJ8 House faces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 126KensingtonReserveSummerlandKGRE Builder Name: RYAN HOMES Street: 3767 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 an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be 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 and walls or a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/30/2018 9:45 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 3C Nh SP m P 3 3 3C 3 n m Pz P3n m 0 t) 3 nSm tA PZ OC3 Q hSm P i SP3Q m i mZ Sm W C+ P C+ m m 3mz O n0am a a Cn SP P3 Z 110 LA3 C P eF O 3 P_ Cm 3' bath duct to roof cap X Ae. W 6V !) If h 11 w/fan o o Nutone 696RNB P V 3 2 r c Xt I I R I PR o I u I I I I I I I I I I I I r---I j I I I Ti M WONJZ NIW 21(Flg A Hd-1S 3/v ZbXZb I IB'x12' I I I I x in, m A oP --------- --------------- P = IA ---- - S Bi3 1 ---- 0 V I I r v X I I jFi a oo O n I 9 a O S Q. nn < I m 3' bath duct to roof cap 4' dryer duct w/fantoroofcap r/dryer ant box Nut ne 696RNB MUM L, C x 1 i A cx m n i i N a p Z C- W i m m m e i\ O • roIo X a P m D O O P -I S gyp a, p T n n ! n 3 o P r n Q np{ zP i i I i I SI W 3Ax i bel Air Heatinq, Air Conditioninq & P\efrigeration,lnc, 531 Codi560 Wau Sanford Fl, :52111 Phone: 401-6 1-2665 Fax: 07 33-3 53 RECORD COPY DESCRIPTION AS FURNISHED: Lot 126, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. 5.00' W O LOT 127 46 z 5.00' k to construct single family home with setbacks and impervious area shown on plan. G(-- TRACT J POND-D N 00°19'09" W < 40.00' ti9 23.4 7' 33.4 7' i o LANAI 5 0 A\C 30.0' 5.00' LOT 126 W o PROPOSED MODEL o SUMMERLAND-K 2 GAR GARAGE RIGHT 10U) ENTRY 8.7' 0 v 21.3' 16 WAL DRIVE 25.20 5.20' 1O, UTIL. ESMT.• F WALK CURB N 00°19'09" W 40.00' O O d Ljj LOT 125 0 QC ti 0 5.00' V297.364_ P.C.0 CRA TVLEY D 0 TAN L OOP 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT = PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' fir = PROPOSED DRAINAGE FLOW G 0 IMPERVIOUS COVERAGE = 2,230E SQUARE FEET OR 48.4% SIDE 5' FOR 40' LOTS LOT GRADING TYPE 6 CONTAINSFEETANSSQUARE SIDE 7.5' FOR 0' LOTS75' PROPOSED FINISH FLOOR PER PLANS = 31.0' F Q LIOT CONT SQUARE FEET SIDE = 70' FOR LOTS Q(A CONE LANAI/PORCH CONTAINS 682t SQUARE FEET' SIDE STREET = 25' CRUS ATME,17ER -SCOTT ASSOC, INC. - LAND SUR EEKORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PDA. POINT OH LINE NOTES: FI.P. FIELDIRON PIPE TYP. PR.C. TYPICALPOINTOF REVERSE CURVATURE T, THE UNDERSIGNED ODES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. IRON ROD P.C.C. POINT OF COMPOUNDCURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER Si-17 FLORIDA ADMINISTRATNE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES C.N. CONCRETE MONUMENT BAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SICHAWRE AND ORIGINAL BUSED SEAL. THIS SURVEY MAP OR COPIES ARE NOi VAUD. SET I.R. REC. 1/2' I.R../KLB 4396 RECOVERED HR, V.P. NON -RADIAL WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P O.B. POINT OF BLGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, 4 CENTERLINE FIHISHED FLOOR ELEVATION g. RI/S SURVEY IS PREPARED FOR THE SOLE BENEFIT OF (HOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. HSD NAIL 1. DISK B.SB.SA. SM. BUILDING SETBACK LINE BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT 8E USED TO RECONSTRUCT BOUNDARY LINES. R/WESMT. RIGHT-OF-WAY EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE EASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAM. DRAINAGC 8. ELEVATIONS, If SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTILCL,FE. UTILITYCHAINLINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4598. WD FC. CiB WOOD FENCE CONCRETE BLOCK SCALE 1- — 20 DRAWN Br ••• P,C. P.t POINT OF CURVATURE PONT OF TANGENCY CERTIFIED BY. DATE ORDER NO. DESC. DESCRIPTION RADIUS PLOT PLAN 07-27-2018 4918- 18 L ARCLENGTH D DELTA C CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN- - AIL•j Ll THEESTABLISHED100YEARFLOODPLANEASPER •flRM" TO. RUSENM ER, 4714 ZONE " XMAP / 12117C000OF (09-28-07) UAM SCOTT, RL.S1 91VFW4mc,.-j l mm ar., Lira) Aa0C2 c j 1u,:' lL/C;--As },4L- `Ta -,)- C4 t.j&-l0,<4i4,f t.joruld z F- RECORD COPY ik vrY,-' G w Ht V L 1 l VT nQ FL " j. it t47*v.D VT" i c Ot 3 it i Z Nj \jWLk 1 2 1 8 - 3 5 3 1 REO)RD ('OI'Y City of Sanford x Building and Fire Prevention Product Approval Specification Form Permit # _1 A - ? 5 3 1 Project Location Address2,-- (—) As required by Florida Statute 553.842 and Florida Admiaistrative 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.floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll 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 ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Awl ROOF ETRUSSES 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 HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT.126 / MODEL:SUMMERLAND / ELEV:K / GAR R JOB#: 73021 MASTER#: WRCSUKL f& OPTIONS: LANAI J Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL JOB #73021 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #126 Address: City: Model: SUMMERLAND "K" Subdivision: County: VAIRES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003,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 A0038670 A01 6/8/18 13 A0038682 CJ3 6/8/18 25 A0038694 FL06GE 6/8/18 2 A0038671 A02 6/8/18 14 A0038683 CAP 6/8/18 26 A0038695 FL07 6/8/18 3 A0038672 A03 6/8/18 15 A0038684 CJ5 6/8/18 27 A0038696 FL08 6/8/18 4 A0038673 A04 6/8/18 16 A0038685 D01 6/8/18 28 A0038697 FL09G 6/8118 5 A0038674 A05 6/8/18 17 A0038686 FG1 6/8/18 29 A0038698 FL10 6/8/18 16 A0038675 A06 6/8/18 18 A0038687 FG2 6/8/18 30 A0038699 FL11GE 6/8/18 7 A0038676 A07 6/8/18 19 A0038688 FG3 6/8/18 31 A0038700 HAP 6/8/18 8 A0038677 1301 6/8/18 20 A0038689 FL01 6/8/18 32 A0038701 HJ7 6/8/18 9 A0038678 B02 6/8/18 21 A0038690 FL02 6/8/18 33 A0038702 J6 6/8/18 110 A0038679 B04 6/8/18 22 A0038691 FL03 6/8/18 34 A0038703 ME 6/8/18 11 A0038680 CA 6/8/18 23 A0038692 FL04 6/8/18 35 A0038704 J613 6/8/18 112 A0038681 CJ2P 6/8/18 24 A0038693 FL05G 6/8/18 36 AO038705 J7 6/8/18 I ne truss arawng(s) reterencea nave been prepared by MiTek industries, Inc. under mydirect supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components forany particular building is the responsibility of the building designer, perANSVrPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as'Structural Engineering Documents') provided by the Building Designer indicating the nature and characterofthe work The design criteria therein have been transferred to Anthony Tombo W PE by [Al Roof Trusses orspecific location]. These TDDs (also referred to at times as "Wuctural Delegated Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (ie., Specialty Anthony T. Engineer), the seal hereand on the TDD represents an acceptance of professional engineering responsibdlty forthe design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shad coordinate and review the TDDs for compatibility with theirwritten engineering requirements. Please review all TDDs and all related notes. titllidll j T. TO O7• s•ss•s•sRs+ `/Ii EN3 •• 4 i Q 0083. •i i 0 - D: yeaiy Egg W by aa—, Opt • • ombo' III c"rvT'.T wm o' N +' HOUa E g+w Np. LLC'. L.F1 Pierc .. _ Date 201e 06,0616. 1200 N'W Anthony Tombo 4 P_E,. BC A2 2100 00 00 00 4C 12 87 DF Page 1 of 2 A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL No. Seal # Truss Name Date 137 A0038706 L01 G 6/8/18 138 A0038707 L02 6/8/18 39 A0038708 L03 6/8/18 40 A0038709 M6 6/8/18 41 A0038710 M6E 6/8/18 42 A0038711 MG7 6/8/18 43 A0038712 VM3 6/8/18 44 IA0038713 VM5 6/8/18 45 STDL01 STD. DETAIL 6/8/18 46 STDL02 STD. DETAIL 6/8/18 47 STDL03 STD. DETAIL 6/8/18 48 STDL04 STD. DETAIL 6/8/18 149 STDL05 STD. DETAIL 6/8/18 50 STDL06 STD. DETAIL 6/8/18 51 STDL07 STD. DETAIL 6/8/18 152 STDL08 STD. DETAIL 6/8/18 53 STDL09 STD. DETAIL 6/8/18 54 STDL10 STD. DETAIL 6/8/18 55 STDL11 STD. DETAIL 6/8/18 56 STDL12 STD. DETAIL 6/8/18 57 STDL13 STD. DETAIL 6/8/18 58 STDL14 STD. DETAIL 6/8/18 59 STDL15 STD. DETAIL 6/8/18 60 STDL16 STD. DETAIL 6/8/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job Truss -Truss Type QtY RYAN HOMES / SUMMERLAND WRCSUKL A01 Hip Girder 1 PIY 1 A0038670 Job Reference Loptional)_.._ _... - Al Roof Trusses, Fort Pierce, FL 34946, designQattruss. corn Run: 9.330 s 8.21 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:16 2018 Page 1 ID:? sOQvilzBGko2hFpRYibzzzOpep-t91HdE HLk4ZVBHk6E3ROJaSZZQsHnefGrLtC V_z8JZD Q 7-0-0 12-4-9 17 7-7 23 0 0 30-0-0 31-0-0 1- 0- 7-0-0 ter5-4-y .. }.... 5 2 13 ---- F— -- 5-9 F 7-0-0 1-0 0 Dead Load Deft. = 3/8 in 7x10 MT20HS= 7x10 T20HS= 5. 00 12 __.._.__... 244 I I — x4 5- 2 !/ i 7 13 25 26 12 27 28 11 29 10 30 31 9 400 =- 2x4 II 400 = 700 MT20HS= 2x4 II 400 3x8 = 7- 0-0 12-4-9 17 7-7 23-0-0 30-0-0 7- 0-0 5-4-9_.._...._5-2-13.........-.. i._........ 5-4-9 —...__.._.. ----- ---7-0-0 --- — { Plate Offsets X Y)-- f2:0-5-0 0-1-11j, f3:0-3-0,0-3-121, f6:0-3-0_0-3-12jL7,05 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.35 10-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.70 10-12 >516 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.41 10-12 >873 240 Weight: 172 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2: 2x6 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. MITek recommends that Stab111zers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ufde. REACTIONS. ( lb/size) 2 = 2521/0-3-8 (min. 0-2-1) 7 = 2520/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 851 (LC 4) 7 = 851 (LC 5) Max Grav 2 = 2521(LC 1) 7 = 2520(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5911/2012, 3-18=-7295/2562, 18- 19=-7297/2562, 4-19=-7301/2563, 4- 20=-7296/2560,20-21=-7296/2560, 21- 22=-7296/2560,5-22=-7296/2560, 5- 23=-7331/2577,23-24=-7326/2576, 6- 24=-7325/2575, 6-7=-5907/2011 BOT CHORD 2- 13=-1768/5395,13-25=-1770/5431, 25- 26=-1770/5431,12-26=-1770/5431, 12- 27=-2462/7326,27-28=-2462/7326, 11- 28=-2462/7326,11-29=-2462/7326, 10- 29=-2462/7326,10-30=-1776/5427, 30- 31 =-1 776/5427, 9-31 =-1 776/5427, 7- 9=-1775/5391 WEBS 3- 13=-56/761, 3-12=-767/2214, WEBS 3- 13=-56/761, 3-12=-767/2214, 4- 12=-757/494, 5-10=-775/497, 6- 10=-785/2252, 6-9=-50/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) a This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851 lb uplift at joint 2 and 851 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13-0-12, 123 lb down and 139 lb up at 15-0-0, 123 lb down and 139 lb up at 16- 11-4, 123 lb down and 139 lb up at 18-11-4, and 123 lb down and 139 lb up at 20-11-4, and 248 lb down and 270 lb up at 23-0-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18- 11-4, and 88 lb down at 20-11-4, and 383 lb down and 91 lb up at 22-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.2P Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-201(F) 6=-201(F) 13=-383(F) 9=-383(F ) 18=- 123(F) 19=-123(F) 20=-123(F)21=-123(F) 22=- 1 23(F) 23=-1 23(F) 24=-1 23(F) 25=-71 (F) 26=- 71(F) 27=-71(F) 28=-71(F) 29=-71(F) 30=-71(F) 31=- 71(F) te'. bq Nab tpayb.InketN III IJCR i(Sr'$[:I(("(5(I;lit fkiflS t("N71KeS (3Siilk xT!1`, lieN(Yi:him[e luw. lerJr Nup Nlwxs WlW ldesaWcl ms Nsp Jll+nytt4';WMAItWrI tenN' Itldbellt S6Y N4'!n1 YINs: 114.n1 UgNate TM. err WIN: wemr yrk IdN ;11W tl IxiUNldk. 4l,Fmsheslpllpae Sx:Idn ilpe!«tsdaarlep:INeseasable}nitedMplNtslad lgan•nlregasktA,b N W4, d M stpti AIPM aneldhair.WbT?til.'N t-1V aswpkr: btlt(;MMna:. 161111 nIteeGaxut9ldTFiWf} ellrllr:eb(kwrtmleWtle.walkxs.lb'mlI «wh. MdlIMMroeMxuk:alyMelxlsdntNenq(IryeebnSddyl»nm..IX,fNII,sN/NInWYUke:d IwwM plm. : Anthony T. Tombo li, P.E. bdadY:. MJIN Undawkwsldt:[ AqW/mwq MNe'"."Wio 80083 tKI**ttt s tlnsdohdt.l: I:-D"TFaltkceeMbska" 4451 St. Lune Blvd. r q Innal.H. tNTnaMlp;apleb=s ACIIN{aJwp pes pb oll.slrrewtgblk da, adtq ll!.a!IdaNw•n"FmldwllkTlTr Fort Pierce. FL. 34946 epnithlOD7016AIlealhussts Antllotyl.lomhalll,H. P.epredaaionofthnJemment"nCRY form,oprohi6eedbifhtuf1htninonpermiuionhomAlRoollrtxer-AethonrLlomho111,P.E. Job WRCSUKL Twss Truss Type Qty A02 Hip 1 Ply 1 RYAN HOMES / SUMMERLAND A0048671 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:17 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-LMsfraHzUOhMpQJ IomyFsn_kugAO W FDQ4?cm l Qz8JZC 1-0- 9-0-0 15-0-0 21-0-0 30-0-0 31-0-Q 1-0 9-0-0 -- - fi=0 0--..-.)..---.—_.6-O 0 ..__..._...- 9-0-0 '1-0-d A a 4x4 - 1;EeSq 4x8 -: 1.5x4 II I kV 1.5x4 II 3x6 = 3x8 -- 4x8 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 8-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-17 812 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.29 8-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 6 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 6 = 357(LC 9) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1547, 3-4=-2394/1722, 4-5=-2394/1722, 5-6=-2355/1547 BOT CHORD 2-11=-1221/2086, 10-11=-1221/2095, 9-1 0=- 1227/2095, 8-9=-1227/2095, 6-8=-1226/2086 WEBS 3-11 =-1 1/364, 3-10=-218/518, 4-10=-373/342, 5-10=-218/518, 5-8=-11/364 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 4x4 - 10-0-0 -i 9-0-0 PLATES GRIP MT20 244/190 Weight: 130 Ib FT = 10% x.•wr nwunvr.tu.rnv.ik 1(1]r!IpAS;S'ir:lfCi 6(IiIA'. f(Ixtt('!nkr IICYS (rSt7x Y l';i(keD%(]iktlAC lxe.InMleup laknnen aN!eal km+srwsl•nr test#knq,'t[4 kw nk lkamrl t:w>3ttf lAxexk Snn!o.4re nr Okln:kMe.nk (MN keM 1. m'r mtee.kw:xr rsu w:.kuNM ne lJD la ke •kIN. k:k+rn:9esye(kprr I S ueln htkmy!;. Ae 4M kk er mh!kprrmn nx(kpmrkanepW.sxakkkywkknry s:spnAant b•ne kti'•p:dak ragnlr./.y<aN tear 1pO kNr WON) 4A4+:pfxnnpnn. nm.y,mnmk:'Od!m! An'hony T. Tombo its, P.E. kN rred4kt.s Y ue lalNk is Ne erpxuMlm ki(n+7rkn.IkC.v!skann.i.N gmle (k lwlkq Desyw. wta nbn kl lk lK: a+i(NNk Md MN: Newefn_I. le ek ne dqe?Wp. kN ned Me?nss.444 wol tvt-4. rhIlm. wM gsNl b Mnyath+ 0 w 80083 rot Faxy rks.pa•kN(arrknvllr.r,kanaMl00 kal hk pa!teksml pleln:s klM GilnyfkayykM tMnlrM1amm'tt1f pN!sWNtn MINA ue nlmkxw!u pmnl paxnk In',IMM!'1!•eyknw+mks we d'.ask!'klns; peupn,?.nk kss. (kpwx stem, W.Axmu. ra:s 4451 St. Lucie Blvd. khttnu/+Mkt 4ro,mnka yeN nxa MMI/!ka lkr.amwre/.Ik(nu hs4k:kpmkrneGl(a tailal9es{raniks.rraa ikpk+nfm(sn5y MrkaaN k n+k+em/keakl!y lnl Fort Pierce, fl 34446 oprright r 7DI6 A -I Roollwsses- AntAony 1. Tomho III, P.1. Repro/onion of this do(umen(many loan, is prohibited withoutthe written permission from A IRooflrnsses AothanyLlombolll,P.l. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND W16 RCSUKL A03 Hip 2 1 A0038672 Job Reference (optional _.... - Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:17 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-LMsfraHzUOhMpQJlomyFsn_mvgASW FPQ4?cm 1 QZ8JZC r1- 0 q 6_10-1 11-0 0 19-0-0 23-1-15 _ 300-0 t31-0- 106-10 1 4-1-1s 8-0-0 4-1-15 6 10-1 1-0- yl1 4x4 4x6 = 4x8 3x6 =_- 3x4 = 11- 0-0 19-0-0 30-0-0 Plate Offsets X Y i50-5-0,0-2=0] Dead Load Deb. = 3/8 in 4x4 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.69 9-17 525 240 BCLL 0. 0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.08 7 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 Weight: 136 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except" T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 1 Row at midpt 5-1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gf.Ade. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min.0-1-8) 7 = 1260/ 0-3-8 (min.0-1-8) Max Horz 2 = 89( LC 12) Max Uplift 2 = 340( LC 12) 7 = 340( LC 13) Max Grav 2 = 1260( LC 1) 7 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2434/1731, 3-4=-2069/1465, 4-5=- 1871/1415, 5-6=-2069/1465, 6-7=- 2434/1731 BOT CHORD 2-11=- 1437/2210,10-11=-1035/1870, 9-10=- 1035/1870, 7-9=-1445/2210 WEBS 3- 11=- 418/492, 4-11=-185/495, 5-9=- 186/495, 6-9=-419/492 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE( S) Standard ibopIlmu Mtkl4( emre M'A tC'l1Y:i`Si[ilfl'i.6ft41 IE116 e[: a.M1LaS Utlas pt1,,CMla':iJ1lt Mc.fe•Mkup yttwkm WsM wtnxhsl•n:k:Ynrp;I[C:ek MAallmyl ltsk 3'.flltlttexe SYe•kent. Dtles: Mlr.nt uMdmMlOO. mq Ihlrr ;oOier y.as sosih-41. M11'lhhk'04, es'! -hop ltpke f u-th fawx y ukmen 100 rpesWtmtt4epk: xMptln:uW epoee•xr nykukmr l'Mles.p riM tar( I. skWMm Ot IOD im .'do IKI 'k Ys<p nstepik k" monk4. s-Win N ese x!Ys I, ,si wWMYy rlk tlttuYnlr ON 3- MO.."'Wor•,Npo. MI.IYp DrsgMM rt•.a :WOWICM ,&rdM4tO W;T Wo ml. 1'.W tllk`o.w.hek vtlMrose. alr6p al4:q. m.'pt.efi!Mnrek Yxy atl kMre.yaat!nd r{nthony T. Tembo ili, a.E. M49p3esgwkffx^ttW.AI':. ts.atoaMlOCWMxannesWroldmstlMWlYp(mpaWS rhitatarirtrmYfWpl§ral4xAm:krrkeW'nymasurtteItlkaksltn 3U083 Imsndaes kl klt5 t'1,l n: h:i(ter, l:n: k,>p urwn as fn,s 4451 St. Lucie Blvd. eM!nu kMklr a ;Wrttl piM pm tt.rkry h tl! roses la.keet Ik lees, hua (pWn ,OCT M to Wr 9esytn. tt Nis Srs§a ipitW r k, wrap All eq.uk has nt m kratl a 11(l. Fort tierce, FL 34946 apnipM 01016 A - I Aaol Gnssat Amheey L IomGo IIL P.I. Aeprodnnioe of Ibis dhrumem, in any form, is prohibited wilAcnl din tnnea pemissioa from A -I Rool hones Job Truss Truss Type Qty Ply HOMES / SUMMERLAND WRCSUKL A04 Hip 2 RYAN A0038673 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:18 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-pYQ22wlbFhpORauUMTTUP?XxhEU 1 FYvZlfMJZtz8JZB W11-0-Q 6-3-5 13-0-0 17-0-0 23-8-11 30-0-0 1-0- OO 3 5 6 8 11 4-0-0 I -... 6 8 t 1 —-- -- 6-3-5 0 4x6 = 4x6 = 13 12 10 9 3x4 — 1.5x4 II 3x4 =_- 3x6 -_: 1.5x4 11 3x4 I 6-3-5 13-" - — - - F 17-0-0 -- f 23-8-11 -.....-... 6-8 I_.-..-... 6 3-5 6-8-1 4-0-0 11 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-10 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.47 9-10 >759 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 12-13 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation_quide. - REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 7 = 126010-3-8 (min.0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 359(LC 12) 7 = 359(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2585/1803, 3-4=-1854/1350, 4-5=-1641/1336,5-6=-1854/1350, 6-7=-2585/1803 BOT CHORD 2-13=-1521/2351, 12-13=-1521/2351, 11-12=-892/1641, 10-11=-892/1641, 9-10=-1531/2351, 7-9=-1531/2351 WEBS 3-13=0/281, 3-12=-846/691, 4-12=-196/414, 5-10=-196/414, 6-10=-846/691, 6-9=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) + This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Defl. = 3116 in 30 10-0-0 6-3-5 PLATES GRIP MT20 244/190 Weight: 139 lb FT = 10% wamq Mese Mnlrll:ww+M'I 1130'nrii6'iR1Irt 61M. tftMSll+Wllf14(9S1CM. n1.t{I1LAiikxlI,W..,Wo,Nsyeenlmdmnl,weldrt wtw,l;.,: bean b,nq;tt¢; wuM iAwr l two* J!,tf. Iduemrskww+•en, !Me,:wwnu 90M.*100. r,, 7.mlei:wxwlrn,bUwnelMMl00nk,dd.Isr:n Anpilprx ll*"'W,tylww,MudwwyW.V'swtmrecant. dM pdnuwd xr'ew•nr,:yln Nl,hvMb"in0ne,pkl:,a+tNxMt00 wlr wlp lt l ll L•,p n:lwl m.hNy<wOnw:.,wnMlm Anthony T. Tomt;a :1;, P.E. W-edl,t iw•twlNyi,M esrN:lgllhdMl xi MOayitYdM iNera,lrMlwlpg0nger+:ALM;wnnd rla.1 Ria1MMx4* ,Mtmolxl 'tepyln dM:ODNmMlrnldMiw,,.ahf Mfiq.;A'yr kfiNdMalMNn4W MMen:pv,n lwd s 80083 M1uNap Bn.*a•mefnr:lc+:. F: wrs,uanwMllM we iwlon .m1lnldwnNMlwlnp [wNwlm SdM hY Mn atrrtl.tNemriMH(A n::dw wM to., lYlmM1wf lr•t•.IIe,A311lt ra Nan Y'kl.n: Nupa,l^ns N,:}+:aywrt ml rn:s MaMx>rw.wh,i 44515t. Lucie Blvd. 1e•,u ldwmhe oven W'd. ! w n,m11r dl Ienat—mi. for swssC ktv- is Itt M id1w1 be;ga n1!.,nrts?ynwrK urwn%h /lkwn 1-0e. ss nan IdaN w MI Fort P'..erce, FL 34946 opy,.IWO 2016A-Iboothusses-Aolhoeyl,lombolll.p.l. teprodonioaoflhislommem.in any form, isprohibitedwithomthernneopurmnsien4omA-Itaollrusses Whorl. tombo111,P.E. I t Job Truss Qy Ply RYAN HOMES / SUMMERLAND WRCSU: jfruss- Type A05 Common 5 1 A0038674 Job Reference nail Al KOOT I russes, t-on merCe, f L s484b, oesign((ya ltruss .com 1 0 7- 9-14 Kun: 1As.Z1u s 1 May 161 zuits NnnC a.LTu s ID:? sOQvllzBGko2hl 15- 0-0 22-2-2 7- 2-2 '-- 7-2-2 4x6 5. 00 12 4 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:19 2018 Page 1 bzzzOpep- HkzQFGJDO?y42kTgvBJxC44le1G_31 jXJ5t5Jz8JZA 30- 0-0 31-0-Q 7- 9-14 -0 Dead Load Dell. = 5/16 in 3x4 = 3x4 = 4x6 -: 3x4 == 3x4 — 10- 2-10 9-6-13 10-2-10 Plate_ Oftsets (X Yr [2 0-1-2,_0-0-01, [3:0-3-0 Edge], [5.0-3-0,Edge1,1i 0 1-2,0-0-0j _ LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.27 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.50 8-16 >720 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 8-16 >999 240 Weight: 131 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. MiTek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in 1 accordancewithStabilizerInstallationguide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 6 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 16) Max Uplift 2 = 375(LC 12) 6 = 375(LC 13) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2423/1757, 3-4=-2155/1631, 4- 5=-2155/1631, 5-6=-2423/1757 BOT CHORD 2- 1 0=- 1454/2193, 10-17=-778/144 1. 9- 17=-778/1441, 9-18=-778/1441, 8- 18=-778/1441, 6-8=-1460/2193 WEBS 4- 8=-515/775, 5-8=-495/613, 4- 10=-515/775, 3-10=495/613 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at joint 6. LOAD CASE(S) Standard ie aplktu llkklN.n•keM'11 tlCr IIefS:S'iFiilCt flA;lAi 1tWS!(tpil[a4 (,r<lux i47"'«IiAGF.i3bWm"Ike. ie dr kup lwwtlendn¢1 Metkw;l•ns dr.:MtkpiftC;k/M iAwri luH at iT ldknktSM oea:•e nt WktlNk er;INN ttM lbp. Y WiN: xmlkt ! StfkliNM MidDkktWe. 1;1`,n: Besgt tywl 1! SM:uarfyrak.b YNNM NA'yrttNh RkuianNMpthttlmd tyu;e•kp nyktdlla,i•MlkjlNM:ipt 1'qt WxulNMfbb kM ANt IRI 'k kt.pr kftaput. MYsj;kmnN:.tmtxm! An-hony T. Tornbo ill, P.E. Wud lti Mm WkyitM ttykkWmNek).xr.MO+nice t•N yeNaMlkkw pe ,pk nfk;xnnNpt ltt. fe A:WMWNIaI Ne rNfKl. le ypu dMlAAMw.IxM ruNMirne wlMyksdlly.ca+y utdNNwMkkas NatkM tyasl a N r$0083 M a..:1 t#7ttjat•maftEkk•:. Ai' a r aMibadMpaekn a!}MNkttNMikMy[kquaiSMq Mt•Iam GV WdsINk lnd4xl klrNktxNM plwd polkl il*IYw, le rtspmta,tMsMhatskMlnt ptuptk l rys;7rlge [ay,mk mn tns; WnMlM!k wa.. tMenuINUNhe: trtta aptd yx tnmy ly ra Nr:es mNlH. tlelmsfe:yttyntk is ICi MtNgal9rs:pk.kI•.xSnag iyktkdm/wlly u'ktW vMMat krnIdaNu1N.1. 44$ 1St.Blvd. Fart Pierce..FL FL34946 aprripAl ® tbid A I toel Imsses Anthony 1.lombt III..f. hprodonion of this dornmenl. in any form, is probibued kiiboat the katlen permission from A-1 toof lasses Aniheae T. lombo III, P.f. Job Truss Truss T evp Qti PI v RYAN HOMES / SUMMERLAND WRCSUKL A06 Roof Special 1 1 A0038675 Job Reference o tipona1)__ Al Roof Trusses, Fort Pierce, FL 34946, aeslgn(q?altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:3620 2018 Page 1 I D:?sOQvl I zBG ko2h FpRYi bzzzOpe p-I xXoTcKsnJ4wgu2tTu VyUQcGn 2CJ XCsmzrQelz8JZ9 1F-0 6-2-11 10-8-0 12-4-0 21-0-0 30 0 0 ,31-0-0 ------- - - --._..+..- -- -- - --F -- - — - --- d1-0 6-2-11 4-5-5 1-8-0 8-8-0 9-0-0 t 1-0 4x4 =. 55x6 5x6 Dead Load Defl. = 5/16 in 3x8 = 4x6 = 3x44x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.22 11-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 11-14 707 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 5-9 MIT4 recommends that Stabrllzers and required cross bracing be installed during truss erection, ire accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 337(LC 12) 7 = 414(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2494/1771, 3-4=-2105/1461, 4-5=-2087/1520, 5-6=-2118/1561, 6-7=-2372/1561 BOT CHORD 2-11=-1488/2271, 10-11=-1414/2347, 9-10=-1414/2347,7-9=-1244/2105 WEBS 3-11=-451/529,4-11=-1021/1488, 5-11=-11551953, 5-9=-297/193, 6-9=-36/472 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 414 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/ 190 Weight: 134 Ib FT = 10% a M, uuwq ller: e MeyW. Ina.IM'A fJG f1Y1vSf'ifllEr, 6tAf1A((ftW1i(:a'tn11:M (o}l ki Wll;A.tlBi;ipaetAP lwe. I,rtlheplaeeaarseatledwetrh,l"")"pkmq!rfa*,.Ik AAuyl laou ..I f. tdxeat W vn.e ne Us, p4ntrapN Mle lop. M'P mte rwrvrla+,ntl:seadtu n,ippnre .Wl. A:ern: Bmlpfgneerp 4":d. 6peex; Ik uW ee w.Ioolepe:Mlsmr,epuwr Wnr prlmnxW x}e•eml eyem Ulpti Minya@Msaptl skeadwMlpp roe MwlRl. 'N Wtq,nsrapee Hd:ey;Wmxt. MOW! W seAq lt mS• aalam MregrelnrtmxMMx.MC.w\ernwl,d 'Mlam Dm An'hony T. Tom6o ';I!, P.E. Zt lal4(.1*t$WMWWi•4q'WatPl1Argp, OfttlWa,t&W dMne>Knol.4nrq,x•rnaeflnaWWww,W:NMnt"eWea.AIN kz80083 otsipmya: M a (n+maMe,:r ewppW seeat pAWM el Oe 90#q N"oeste sW" etevror VV, "Wises1 IM W Wk es, ift-A Is pwn pA., 1p 1 FSer; 9r •ttlecsvw•Mt ad ara,t lit I.'a! peupa I.ns ietys igMu r9 tut; p wp!r N Mutt445E St. FL 34946 Blvd. Fort Pierce, FL upt* ipht ® 1i116 AI taut busses - Aathonp i. iamho ill: P.I. Fepro/union of this lecunent. in ary torn, n plohlhited wiMaul Me nineo pelminien Uan A I toot Trusses Aothoer l.lnmho ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL A07 Roof Special Girder 1 A0038676 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946,design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:20 2018 Page 1 I D:?sOQvl I zBG ko2h F pRYibzzzOpep-IxXoTeKsnJ4wgu2tTu VyUQcGG29z)R9smzrQelz8JZ9 1-0- 6-1-10 10-8-0 14-4-0 18-6-4 23-0-0 30-0-0 1-0- i --- L....._.. -- -F---- —f-- - -- 1- 6-1-10 4-6 6 3-8-0 4-2-4 4-5-12 7-0-0 1 4x4 II Dead Load Deft. = 5/16 in 3x8 = 6x8 = 500 MT20HS= 3x8 - 3x6 11 4x10 - 0__....__..._..__ 186-0 _ 23-0-0 30-0-0 10 8-0 7-104 4-5 12 7-0-0 I Plate Offsets (X,Y} [5 0 4-O,Edge] j7 0-2-7 Edgej- SA_5-0,0-1-11J L10_0-4 8 0-1 - LOADING (psf) SPACING- 2-00 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.32 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.63 10-11 >571 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO I WB 0.95 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0_36 10-11 >996 240 Weight: 162 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30, T4: 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 1 Row at midpt 5-13 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation guide__. REACTIONS. (lb/size) 2 = 1834/0-3-8 (min. 0-1-8) 8 = 2791/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 28) Max Uplift 2 = 549(LC 8) 8 = 958(LC 9) Max Grav 2 = 1834(LC 1) 8 = 2791(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4010/1215, 3-4=-3648/1135, 4-5=-3621/1123, 5-6=-6694/2270, 6-7=-6694/2270,7-8=-6715/2281 BOT CHORD 2-13=-1109/3671, 12-13=-1820/5967, 11-12=-1820/5967, 11-18=-2016/6217, 10-18=-2016/6217,8-10=-1992/6128 WEBS 3-13=-414/302,4-13=-741/2502, 5-13=-3376/1248, 5-11=-497/1023, 6-11 =-265/183, 7-11 =-354/653, 7-10=-468/1750 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); 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) 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 549 lb uplift at joint 2 and 958 Ib uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 270 lb up at 23-0-0 on top chord, and 1521 lb down and 536 lb up at 21-4-12, and 383 lb down and 91 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 7=-201(B) 10=-383(B) 18=-1521(B) G dy rlav WryMr rna<tk'41 i7f'IIKi!Si'itl1EP16(Ic11; f;1d!if^a'11[Alla,lpi 9ll kelfe,.ik'aifei'Inu. Irrar leap lwnda,Wnd Mtt ala,l n:i:y Angf[A!nd Mr LAarl IeiN Xel. Idaeie!ler. edvenr Ude,: ar4rrte ,Md uie l0@. air INle:arr.,u la'+' IrP..anNMMflOge.dd. t: lnsaesNfµrw rSK;aM hpau;ar,Waar ND rge.ra,aianaxrdnr l,rM,nwlgievue n,IwsAAar)•!a ln cdMsykl.,nM;ndaAe lDP xl.. ali ln.l.'b k,rp x,npa,. lalap;aena,. ,x!WMR Awhony T. Tombo; li, P.E. nrwdd A: ba}Mµyi, ,vr , tArnMa`4an.dtar7.ArOrYr, edhed yNvm W&.JOespwra . am MA. !i.:WNe lxM lrNag:Nrd IM i.'kpr '•1m11)e4m ms MN ridINi+JWg 1aW!m,am.usMMxr d hesq Wl k!ar nynWui.d ? 80083 rte teil+ g:k,ya•ai tera,rt!aa,wa!ant 1pD al ne panne: od pNandminwrgcayam sdm h4»ww pv l.wgt?latl(ar:darxa'x pndwNa 1F.!Mmo:ir.n4assuJrr: rt emneset..n:lr+ya n: k+le ;qpm aN rnuiswla%r. aau 4451 St. Lucie Blvd. rArn,r ldaN t+n:akatt a/a4Mrx+mgl: dllma, wirtl. Ik ln„te ge fparx i; nfthewiry 3tsnx l:u,S!vat!aPan rmr anMy ,U!cotAd N uai; am NAalatltl. Fort P'erce, FL 34946 opt,ighl0 ? 016 A I loaf Nsse, - Amkonp l.lomde 111, H. Rep odunian of tk dotument, m aal loan, is prohih4ed without At'line4 permission hom AI Roof lrnsses Anlhonr 1. ioaho ill, r[. Job Truss 7B(01 ss Truss Type Qty Ply RYAN HOMES / SUMMERLAND KLWRCSUHip Girder 1 1 A0038677 Job Ref—erence_{o tp Tonal)_ r% 00t I losses, run rlerce, rl- 34946, oeslgn(ga altruss.com Hun: 83.21U s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:21 2018 Page 1 1- l)-0 7-0-0 ID:? sOQvllzBGko2hFpRYibzzzOpep-E75AgyKUYcCnl2d31 cOBOd9TdRXOS3T??dazACZ8JZ8 1 10 8 0 14 4-0 21-4-0 22.4-0 7- 0-0 —f 3 8 0 ... {. 3-8-0 —-- — 7 0_0 - - -- i 1 -I caac. iw 3x8 == 1.5x4 11 3x8 == 4x4 = 3x8 = 1.Sx4 II 7- 0-0 7- 0 10- 8-0 14-4-0 - 3- 8-0 21- 4-0 4 700Plate Offsets (X,Y]- CSI. TC 0.73 DEFL. Vert( LL) in 0. 15 loc) 10 I/ deft 999 Ud 360 PLATES GRIP MT20 244/190 LOADING ( psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 10 878 240 BCLL 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC2017/TPI2014 WB 0.24 Matrix - MS Horz( CT) Wind( LL) 0. 09 0. 17 6 10 n/ a 999 n/ a 240 L Weight: 93 lb FT = 10% 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 or 2-6-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. _ J REACTIONS. ( lb/size) 2 = 1787/0-3-8 (min. 0-2-2) 6 = 178710-3-8 (min. 0-2-2) Max Horz 2 = 59(LC 31) Max Uplift 2 = 618(LC 8) 6 = 618(LC 9) Max Grav 2 = 1787(LC 1) 6 = 1787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3839/1299, 3-18=-3895/1386, 4- 18=-3895/1386,4-19=-3895/1386, 5- 19=-3895/1386, 5-6=-3839/1299 BOT CHORD 2- 11=-1151/3475, 11-20=-1152/3503, 10- 20=-1152/3503, 10-21=-1113/3503. 9- 21=-1113/3503, 8-9=-1113/3503, 6- 8=-1112/3475 WEBS 3- 11=-35/643, 3-10=-236/610, 4- 10=-501/353, 5-10=-236/610, 5- 8=-35/643 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.Ops(; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 2 and 618 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 10-8-0, and 123 lb down and 139 lb up at 12-34, and 248 lb down and 270 lb up at 144-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 383 lb down and 91 lb up at 14-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 3=-201 (B) 5=-201(B) 11 =-383(B) 10=-71 (B) 4=- 1 23(B) 8=-383(B) 18=-1 23(B) 19=-1 23(B) 20=- 71(B) 21=-71(B) 4 nq-IINu OM.yM.rnn+n'ti Urr ltl(S:Si'Slltlrr: 611i1.. HIM$ i 01011111)rhSlOMiie17 [FLIV,2W Inr Wdlkuq rnenMM Wrtd NlrtNtl;l et:he:q":Ho.MIt[C WOe 3MIrS1Mub7lrl.Idnexe Ln!sw—, hoes; MW.ur uddrO. TOO, Ny tot . Nw;brlaaw'kndhlhtnot Mdd.6:1 .1helplgwM .ipcwhkq—:. .0'..rMhotq uanNnifN:eOOtrrdltflrMlyaQeyflt111ughh!Ynektylniktap1[.tkf,ld.&thONh.Nkllkl.:4/es'girllnMirSJlda)(rnnN:.NIN11hq Anthony T. Tomb o a?, P.E. voludlut.sS•N, lallq is trirrNinllhMpa h.r.0e0.Nilran rdyeMniMWdapMupN.a6x;rnndOr ttl.lsO: alMInM!>Jag:W rl Ps l. `le qn.e Mtk'.hh nl rS hed dM nx.n,hly pMtx ye Mfhawn. uekxgskl'xrN •eyNsiJhd a80083 allay7etoewfea•nnr.I'r NMt•e tMaAIODWine pnnxe:rf pdiNtMle lnlny[Nlaxn SMtn lal'nwN xSr ltllnkantq wl ll(I ne.•dnNtd'n hrtn pabrc. tY.l khNsle retlecu:mr rn NuwtMlel..n.Ot:ger lnt6et{+;epNn rift r, axnlnan. w'a:s e! e!ru NIMN It o;.et•M yretl.INu.vNy e. dl pnw u.xrd. Ik In:sG,ts;yaMris efl7e t+aad detyen.xl t.nuaiyaenfar tnllp III ro 4lud trns Nt et kfaelw ttl 1. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Gprtipht J1616A-I toot Lasses AwhaylAnbollLP.L Pepiedwioeoldisduuwew.inany lust, isptohihilednif olthtnnfleopatiis.onhow AIRoof hesses AothonyCiowhoill,P.E. Job — --- WRCSUKL Truss B02 Truss Type Hip Qty PIY.. 1 RYAN HOMES / SUMMERLAND A0038678 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s ID:?sOQvllzBGko2hF 4x8 = 4x6 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:22 2018 Dead Load Deb. = 1/4 in o 4x4 = 3x4 = 4x4 LSx4 II 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.45 9-12 568 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.29 7-15 870 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in accordance with Stabilizer Installation yuide_____ REACTIONS. (lb/size) 2 = 91310-3-8 (min.0-1-8) 5 = 913/0-3-8 (min.0-1-8) Max Horz 2 = 74(LC 16) Max Uplift 2 = 261(LC 12) 5 = 261(LC 13) Max Grav 2 = 913(LC 1) 5 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1437/976, 34=-1265/1016, 4-5=-1437/975 BOT CHORD 2-9=-697/1259, 8-9=-697/1265, 7-8=-697/1265, 5-7=-700/1259 WEBS 3-9=0/257, 4-7=-17/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 2 and 261 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 86 lb FT = 10% Itiny PWu MrehlF n.u+lk'e1 UC` IYOSits "iEil[fl OtAfN: ft1e1S 11:4pfIC l EOS1Ux k 7 ; 7.:1AGei;};I1tAr Iwo. le 4nM peatlnr M,M Mr, a n, lrn; ks. 3, jt[A'; W M ldke, t fysk e.-.I t. Iduexe Y,n Mxr r:r Ode„ N +nr ndN n pe 1pp. aki I41e ;wrew fu'+ fd:h 41.11e1101e k.dd. f:tHns Oenp Eepnn n, Sk:ttr Gp*ax; a, wl w,u lOt rM un redanedlr ptln,Mtl uy—l'sryn "who /eSpdMs+p l.r:rtrinNx4e MOO Me 10.I. Anthony T. Tombo M, P.E. d dk,Ir•m4Niui,artspesAsOpdRe7xx,.7k0.ri:r4n;NyNnpeMlNgOngn•:ona;MeedneN'.1:i;M0eMdY.xae:Newfl>tit.9e enrdNe OBWu.hd/ ndMGnexMfrMNy.n Ne_n,MIMwMkKaq:kl-kh ngcdea.tl r 80083 tat+:luq OrsAnr eN(eaen•.4.ra:uahlWr,f nr M+tan NeMdmrdlk Mlfnl trgnem sorry ki•nm {(V: HII ,kent+,MUtAp,:dunxNY lnnu l+1rue. IFlkMih.,ym:fa:ne:Monndxel n:&uMer;.rt; k,p apnw wl r,„; flnafyu. w+,s 44515t. Lucie Blvd. Annu IrAWMo:xt of yeN uxnr,mgl. tll lfnat xrd,N. Iklns., Oeuee:>prm i, Att Ke MNaR ks:Rw. h:r S sn+:>Nnn 0., e,foy. M1,*,da,d*,.—neNaNnllll. Fort Pierce, FL 34946 fopnipA102016 A -I Roof losses AnIkoeyi.lombolll.P.1. Reprolanio+ofA's dommmle in toy lowispoh,biled.40.1 lht xriaee pmnicsion lienA IRoof losses-Andsonr l.lonOo III, P.(. Job — Truss Truss Type — — Qry Pjv RYAN HOMES / SUMMERLAND r WRCSUKL B04 Common 4 1 A0038679 Job Reference (optional) e ,11 .,. —., ucs:yn c% a 1 uuss.wm nun: aa.z iu s i may is zutts rnnt: u.ztu s rAay 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:24 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-einJJzNMrXaM9VMeikaueGn 1 Ifa WfPHShbpen Wz8JZ5 1-0-0 5 7-14 10-8-0 15-8-2 21.4-0 1 00 5-0-2 — f— 5-0-2 —--- 5-7-14 4x4 = 1 Dead Load Defl. = 3/16 in 4x4 5x8 =_ 4x4 = I --- t 0-8-0 I -- --- _ 21-8-0 --- _..- 70-8-0 10-8-0 Plate Offsets (XY)=[2 0_1-1Q Edge _j6.0-1-10 Ed a ,,L7:0-4-0 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.18 7-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.40 7-10 >647 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 7-10 >999 240 Weight: 90 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide: REACTIONS. (lb/size) 6 = 852/0-3-8 (min.0-1-8) 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 6 = 246(LC 13) 2 = 275(LC 12) Max Grav 6 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1664/1255, 3-4=-1237/895, 4-5=-1238/895,5-6=-1670/1261 BOT CHORD 2-7=-1059/1514,6-7=-1066/1520 WEBS 4-7=-364/652, 5-7=-498/562, 3-7=-491 /554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: 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) 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.Ops(on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 lb uplift at joint 6 and 275 lb uplift at joint 2. LOAD CASE(S) Standard ittngrWudxNplh!e.n+M1e'ilGC: fr3Sl9'i((11l'NI;It; ItpSt('.M1MPtnS(EI x 'lnl tn.'k,ihixtR'In+. IeMr bugMratlxsNred exhwnsl es:he:g.Ae.sq;R J; wd 4e tetMnl lNkn;lE.tdwexe Peet kse ese Wln: ehe+ice uMNNNe fA@. wy w1,NN;a po ,mnk.:NM14 nDM1kNni-s,e,. Ae grsetwnu Sf+wm (egNer.. aetWNwr Nl:pe Nrr aeeMnxpehweetl W»ee M14ie4emAmha Mlnye a'Mtgk i•ys/ep(INxMlhh Nx. retie ll. 2e bxgeauetneel.INlvq.eNmee:. tNN xR tiNdm s I -,F--r W16m,, IN.".Mm. d r. hu.(k e—'i~O N"M.'N 1a as .N—V err n(w V. dn. WorW eb WNI-h xete an-M.W .k(r eaw, hr!r. n: Anthony T. Tcmba ili, a.E. 4 t M hMp ldeep tR:4t. NSMIMw eN brry tYr k n •e!pNW.t:n d z 80083Refksplesw(N^na,nrr,e:»:xMlhhWne genxnYpndpmSxNe Mlbp(Npmn Sekn hgngw YU; pNBskakfpeN YU re 4xwNMpwi%grdN,t lKlk!w!le rmgm•!.(»s 169etk1!1^,St ksi ks eNln;, M.m+invnewsi ele+iu NM1Ndh e:er,e ereN NNamnghdlpM:ft mx,N. Oe l ss!ks!g(gna,!sIi:I Ae tdHap kryex,xl•,!s 4r e:e Eepe,x e'ar wNrt. nn ry pmn!Kas ae n!hrael,e lMI ,.. ns g.ryNn 4451 St. Lucie Blvd. Fort Tierce, EL 34946 aprripM 701A A-1 feel hnsses Andayl.lomha lll, P.1. tep,odrnioe of this rumlotnr, in any Iwo, is prohibited nirgent Me.rinen pmmiuinn hem AI Roof lrous-Anrhonr 1. iemho lll, P.1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL CJ1 Corner Jack 10 1 A0038680 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, designQa al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:25 2018 Page 1 ID:? sOQvllzBGko2hFpRYibzzzOpep-6uLh WJO_criDnfxgGS57BTJJO33DOwHbvFYBJzz8J24 1- 0-0 0-11-11 I--- 1" --- I------ 0-111-1 —-1 2x4 = LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 8/Mechanical 2 = 130/0-3-8 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard taup IInNINrtpd.mrtrtfe'4!tJ@`f17St;i"SEII(r16(@NI: ItIdS t(s!@mOtSr3t10d xRli1:ACRi@,dt@"Mt. ie Ar k•.tp gmadxsWrtd tdn weds l.•tsr lr;;yeAnryf@C;-rk Ml Adlrrl lesio 9i.,tf. tdaerte Sln:oeMe ns. @dot; Nlr.rce OdNnMe ll. aT t@let; tttestrpmM 1lFknNtx lhtl@@nd.tNL rstlrrrl Dnpr,'tprn,ro.Sxnlq Et}na;.At udxtwl@@retrt;Msp sed MpdnslM ey uulyreyxcnnM a: IM kr.}cdMr+gle q•rfrferutNw Ml@pWr. ytllk!. '4W:nswprfhdry:wmws.rmMllry An'hony T. Tomho! I;, P.E. 4nedUlrInvtonordmwriValNeNrdk.4.1.1k Wrttl. It srt 0 M?@@Not.how *it drd!—. 414n kwky.clop%$Nfiom Nt ktvr sM'»tknlptuEUnd w80083 Mka4aq @esgtt WfatavVrlrtt<r. VIBF,NAt1@@d Ne patwes sU pddntsd Nt Wlpq(tpotM idea hNadlx 1(Sl:pdnMf if ttlptlltme'dNent6!n pen: p Mee. lt:I bSrit .tymrn+antet4m,rY311 tcc 14Nptr 1.n: 7tsge iapan Wht,i @ MUN:u. M:Yts tyHase ld4k lr t:metrt yrM ttpM nlM1Mhdl rytun mtdtN. IN In s dlyt Erymrr is IN Wt 1.4mOenl. N.t.. writ ftpmtr etK sttlq AlllmtW"4 N:Ns mtm ktut N IN.4451 eLucie filed. fort Pierce, ft 349C6 CupyYipk1 101A A -I coal Lusses AnlhonytlootboilLP.l. hproluttion of this Aotumenl. inaoy Iota, is ptokikdtd+ithout1ht Written ptrmissno hoot A I tool Times Anthony 1, lombo ill, PA. Job Truss --- Truss Type— Qty Ply RYAN HOMES / SlJMMERLAND WRCSUKL CJ2P Corner Jack 4 1 A0038681 Job Reference o tionalj A i Root i russes, ron Fierce, rL snaao, oesign( altruss.com kun: 8j.z1u s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:25 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-6uLh WJO_criDnfxgGS578TJJe32fOwHbvFYBJzz8J24 I----- -7-0-0----- 1--- -----t-5_11 --I1-0-0 1-5-11 2x4 -. i -0-48 1-5-11 104-8 1-1-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1/Mechanical 4 = 11/Mechanical 2 = 187/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 7(LC 9) 4 = 11(LC 1) 2 = 147(LC 8) Max Grav 3 = 5(LC 17) 4 = 13(LC 16) 2 = 187(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=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 ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2. LOAD CASE(S) Standard V..." 11—flinMil? r—ya 'I I tjcc ntvws tiinwf,•tl'. l,,MllaDAN"taa.\e'd,leupprta..sxiaed"is.flodtf,; 1lakiKit low tat 4wonnf—unstlloo-wtwol.6,101tdr rhle : wee x t:ca H!!e esN hl MtDDUN'tld. l:e his, Dnip tys.r.,.S..Itdetyl.N'trutl.on! lDD.pse.,w.ie.m:tOr. ptlntaetl ey.ee.l"'W14.ldt4'ne dellnew low l.,say:t.d. An too .4 ood. Too . le tesyt nuarw hdaq:.an.:. selMky M neayc'.' es Yew Mlay!s 6e estxliMtln tlae9 x,.eaoe.I:N yeMnae delay Oexpr •1ne:eaenaMlx.ae4: Mik i.a l.dad:Nt taD f!tl. le .et tlIM `06M.e taN twat rust e.itay lman l. ra!ye mission. an Y.al not. rN'eiWAJd.d Anthony T. Tembo III, J.E. floo-'sMMNrede,: pe tN reartM!. AP,.. ,. aea WRm.l.ttan n.l pdtlm Ana Nilay (.adorn Sao. lakaen 1r,f plN,tdl. riled Sl(A.e.-tlaex.p.nl pdt.e lt.l.n.I ae n5pa5:aiM,NMm kM Ln:t4:yta, 1!r: Der wlhne.aM.^xn .:asl ;; 80083 taee. I. / IAadl t.tn tnt ed tpn. rim t ni le i+ r ' 4451 St. Lucie Blvd. Y T y ! pr.,esincind Ilelnu tri p:yitnrli ti.f Re ratify &,:pa.ule.s.rs4a ly.i.eml.dAy dl .a tN bas aeneeYedwlM 1. (opytilhtQ11016A-Ikoellimses- Anthanyl.lnmbollLp.l. Repmdanioaofibis dolament,inany Ism, isprohibited wintent the .nintoptions,ienfrom AIkeollrmserAdthonrl.lembolli'liA. Fort Pierce, FL 34946 Job truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0038682 WRCSUKL CJ3 Corner Jack 10 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:26 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-a4v3jfOcN9g4OpV1 g9cMjhsU2SO67MX18vlkrPz8JZ3 2-11-11 , 2x4- 2-11-11 2.11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide_ __ _ REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCOL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard numr MxnwrgNtiru+b'4 toC.. riTiiS:'i([c(Y,6r14kt iFlASb[''nb111GIS[eS19n xT,'Eif1iK;E2,Yff Irre. Sc•Ar kulr lnmxm nl rtN wn xnr:l•n. as hnry If4'.w MipWrl.IaeN ui ll.IeMcar SNV N»e nr 9A-0—.xuANxne l6h..1 mice aaxrnr ran sal:NrW MMtMNN AA. r:r n aur!*"r i, 'xp nfe-'muAxr+IM!epxemp acww Ane pYnswArerarevtiryauWh kM ersp One say hi, lob ah Wn 141. iN ftrlf n.apres. Wtap;anrorr.,aMdn AnthonyT.Tombo 'I's,P.F. Wxran,[ +eenMlayntN eas la.AM1 DeOrrrAaNagea neMmyarr•ane:aanAarN`.4ei[alneNrdMlugNr sfMl'IeggeaAne MaMmheNxAneinrr.s;INr}laringsmgrlanllAiaWNxaoutNprc>,rn5dntl z800880Q93 nrl+ Vap asps Mfaw^rrnr 4t as :r. a. ne toOWne pxW x1 eWAm Nn hilly [ream SMn. N4 eaer au rrN Wan in WSefa xe rAwwaW lrxiN aagae IFINMa!teesllr,n.mrs w4/nnt4e.I.ms autrrr,lrnr as a Eeyrm oa [mr rarMn•u aa, 4451 St. Lucie Blvd. r4xnu WAN lf.Aw Jr.4 kaavM" e. Ai Me mna. tN Ins. 4as,p,atxai a; aea.tiar asps al xs .rvys;ywn ArN Wlrr {II,y1/eN eras eenkeaa u1111. Fort Pierce, FL 14Q46 Aalhoeyl. lomballl.P.I. Reproluoieeofthisdocument, maalform, isprob,hilelw.lhoutthe rtlUenpermiuioohomAIRoof Imses Allhonyl.lomhoill,P.I. Jot, truss Truss Type — Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL CJ4P Comer Jack 4 A0038683 Job Reference (optionalL At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:27 2 118 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-2HSRx?PFBSyxOz4DNs7bGuPdCsjkspmu NZ 11Nrz8JZ2 I -1-0-0 3_5-11 1-O-0 3-5-11 2x4 O=-8.....__._- 0-4-8 3_5-11 3-1-3 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Maek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 4 = 32/Mechanical 2 = 231/0-3-0 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 45(LC 8) 4 = 30(LC 9) 2 = 163(LC 8) Max Grav 3 = 71(LC 1) 4 = 52(LC 3) 2 = 231(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% kwwlllWU Mrmpk. nhewne'41 t1C.. IWfitS"iEtitC; 6tAiE IEIkS 1(?1CieVa; rftl k•kll tAAif±3.kp lwr..le^pN;ya pwxMwt w,rol uksmn!1l n: let{..O!ney;I[C';wnl Adwrl iak7'_ndlgea, Wwiei,•e ne Odes dktnu :NIM MM NO. m A111.mrett pavticit-1 w IN IN Isk,.w itl.kvp14—;"SprWt.@-:%.dww,iDp!aMnM,wwuµmedMNd:s,!wd u!e•xt vypuM!n v o, dngr. d ne i", i. dynNxMTIN ml, wWin.l.'k/np nu :opu lnlq:Mmw:. tuW!In maueda!:r t w MN!yitnllelamriklgdlkR. .keo+wf;aws •earynleaMl o<, „ Anthony T. 80083 ill, P.E 30083. WM plw• rne.:wnndlwkt.>xi;Mnek!dl>tat,!Ie.nMI lea/pmFdne OOwm.hek sedM. .wlNx}kN4!} a.ql taamnwknq kl..kwngn!ta,rd M h!kAq kt va w (m•Fltw" i1-. mi15 Se. M! w nw IM Ill lie ttMNI, w pddwe4 d M kawlp flep,aew kkn lii•MPM kY aklrtke N IM w 1xA we 'eMlYk W plMd pNllle AI /e`Met l.I retpM N.f:lt Ir1 b!:et A Yt I.55 peuryl I iry; kt:p.:ywn and In::IWiw'.tl w:f5i rke.!nu ddlwkaWVgmklnlx-*4l: do pertmdw.IkI-Daupl Esq—lei N uxml Bnyro. u l l.,,tYoa E". i et why AV V44:14 w.l urn hlw,+ IPl i. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 aptritM 1O16 AI tool6nssetAnhoryCTombs 111. P.f. ieploloniaA of lhn lomment. in say lom,it prohibited willeot the mitten permiiiioa from AI tool hauet-AathoerLlemEo III, P.t. KL I CJ5 1 Corner Jack 10 AN A0038684 Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:28 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-WTOg8LQtvm4oe7fPxaegp6xkgG?QbGOl cDnrwlz8JZ 1 1-0-0 4-11-11 2x4 = 4-11-11 4-11-11 Plate Offsets (X,Y}_-2:0 0-1-0 0_-0-0) LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers, required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-3-8 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 89(LC 12) 2 = 80(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard A-wy llnse drralN. mur m'I 111(' YSi1P>6iL11"ME11. INNS t10M111411 t0}t0N xi7',liAlCi,T3;atd lan.le:gr kug NRaxm Wrnl edn alai lrn:ORsgs 6 nq tGG,Wme 1RNa!I la:h Jl.rI to—%woct'r n! ONn: ot,"AAaad!100. a4 min;rRpaM 1'p+ Id.h .e1MNr ldUahrMN R !ns OnNe Npar e.SauAh lRpma nl uA not 100 rp ats mapmu Arn/rAnvraA Rg'mn•iq nyatAdrlr'e'nR ln:ItA NR uejtt ,aPddadr W.I. kTkl. 7.4nupmump.s. NWmp aNnn!.sRW" Anthony T. Tombo ill, P.E. W Rse Aas l: bas Ml&'n la ynswo.# N 0 nr0-"r.Wot e. dr Inlay wgw4r4:MMAot 111L N4; ad Ne wrt 1,91q fMe at l?N.'1!ypsit w IttV ew w MN I" d St t—w wmagk m n:gr.flas. W Mang sW'hMe»slavMtad v80083 de I+Awl On.pn wmq ni aas,r a+s tpp W dr pmMn M ynIR1uR+ A ae {aWq (RapeM SAm IYnn IXV- pauW n tN W 1IX1 al. -d exa'a party pARae Ipl aaa; bnann:imn W lnus Abe I.:n: RsgRer tans desk rywm W tm; 4MR!+nn. azs Ar...u hAW ha:M M yW ganmtly It dlRFn Krdrel. Ih tin hip gwRr;s lit nr AeWl ksNRa..wlrss lr'mmfyma Far addy 111ra:maM n m; ar nleGNnNl 1. 4451 t. FL 3494FortPie¢e, FL 34946 coprripAl 0 1016 A 1 teat horses - Ambony L Tombo llO.1. tepmdunioo of Nit downem, in any Iota, is proAl6ded aithom Me wines permission trom A I Pool Twits - WNW. Tombo Ill, PA. Job Truss Truss Type -- - Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL D01 Flat Girder 1 1 A0038685 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:29 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-?faCMhRVg4CfFHEbVHA3LJUrl gEmKYOBgtWOSkz8JZ0 1-0-12 5-5-8 10 7-0 15-9-0 21-2-8 _ 22-3-4 t-0-12 f-- - --- 5-5--8 5- -i - t-12 - --I _...—---5--1-12 -- 4 5-5-8 1-0-12 Dead Load Defl. = 1/4 in 5x6 1 'FSx6.----- I- ....._ 1.3x4II } -- 4x8_.. 354. ....-1sx4II i 7... 8 T W1 e . I 3x6 11 5-5-8 7x10 MT201-!S zn 1.5x4 II 1-12 s3 s ss 9 5x8 = 3x6 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.23 11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.46 10-11 545 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.23 11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except' B2: 2x4 SP M 30 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 2-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide __ REACTIONS. (lb/size) 13 = 1567/0-7-4 (min.0-1-14) 9 = 1567/0-7-4 (min.0-1-14) Max Horz 13 = 87(LC 4) Max Uplift 13 = 463(LC 4) 9 = 463(LC 5) Max Grav 13 = 1567(LC 1) 9 = 1567(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1463/493,2-14=-3319/867, 14-15=-3319/867, 3-15=-3319/867, 3-16=-3330/874,16-17=-3330/874, 17-18=-3330/874, 4-18=-3330/874, 4-19=-3337/874,19-20=-3337/874, 5-20=-3337/874, 5-21=-3337/874, 6-21=-3337/874, 6-22=-3337/874, 22-23=-3337/874, 7-23=-3337/874, 7-9=-1459/493 BOTCHORD 12-26=-1187/4469, 26-27=-1187/4469, 27-28=-1187/4469, 11-28=-118714469, 11-29=- 1187/4469, 29-30=-1187/4469, 30-31=- 1187/4469, 10-31 =-1 187/4469 BOT CHORD 12-26=- 1187/4469, 26-27=-1187/4469, 27-28=- 1187/4469, 11-28=-1187/4469, 11-29=- 1187/4469, 29-30=-1187/4469, 30-31 =- 1 187/4469, 10-31 =-1 187/4469 WEBS 2- 12=- 860/3357, 3-12=-496/290, 4-12=- 1211/334,4-11=0/379, 4-10=- 1205/332, 6-10=-495/290, 7-10=- 867/3368 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 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) 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-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 13 and 463 lb uplift at joint 9. PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 111 lb FT = 10% 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 7 lb up at 0-2-12, 80 lb down and 74 lb up at 2-0-12, 80 lb down and 74 lb up at 4-0-12, 80 lb down and 74 lb up at 6-0-12, 80 lb down and 74 lb up at 8- 0-12, 80 lb down and 74 lb up at 10-0-12. 80 lb down and 74 Ib up at 11-1-12, 80 Ib down and 74 Ib up at 13-1-12, 801b down and 74 Ib up at 15-1-12, 80 lb down and 74 lb up at 17-1-12, and 80 lb down and 74 lb up at 19-1-12, and 11 lb down and 7 lb up at 20-11- 12 on top chord, and 59 lb down at 2-0-12, 59 lb down at 4-0-12, 59 lb down at 6-0-12, 59 lb down at 8- 0-12, 59 lb down at 10-0-12, 59 lb down at 11-1- 12, 59 lb down at 13-1-12, 59 lb down at 15-1- 12, and 59 lb down at 17-1-12, and 59 lb down at 19- 1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 2=-60, 2-7=-60, 7-8=-60, 9-13=-20 Concentrated Loads ( lb) Vert: 14=- 80(B) 15=-80(B) 16=-80(B) 17=-80(B) 18=-80( B)19=-80(B)20=-80(B)21=-80(8) 22=-80( B) 23=-80(B) 24=-52(B) 25=-52(B) 26=-52( B) 27=-52(B) 28=-52(B) 29=-52(B) 30=-52( B) 31=-52(B) 32=-52(B) 33=-52(B) XaaMtlaa XaalM. rnxr is AI13[.IIB:iit'i(:tN"; A(eitY,CNIS il;fpllpnr3(IDX $'II:,.Ce[Ait;SM(Ar Me.fe quplanden WrW rn Nr4tlmrlesgn nrgRQ;W Xe 1dWrl lab 9:i!(.Idpre Uett Nate me Odn:N4.m udel ee Xe lW. wY I..;a. e;m lo'e fP afar M l3ha a4u.4.1—hmp{epaa a"Sp:ala tni, K:vU.1 Pt wlhh:epuwaaapeea ON romaw..1-Xl a4pltdlliry Di et:le d N,.rV Im, ourm V& IGPNI. &I?.1.':MM.pe .r., hee:e4taanae moor? Anthony T. Tombo M, P.E. W ned X:rl s, hr ar ladXeicN ql lnihi ON 3rw.XrP.ai renwi:N epeleMWlOq lhrnpn•:a N owm d la IttN1:WXe Wdt.tay W ae In I.lrgpaedXr'O W MNeu dX,?nrr r•XXel eW!.t wer_. rXlldia W knq rW: u m nycsue:lhd 180083 n+4n.+ y atl{nt Wfttia4 tl Nx.e:u!uMIMWla paelnlfWpddmtdXe lxlXy (apaanSNrylui Ren t[A;pWsteaM rn Wsua ne:da:rla pwa pure tkl rra,M rspn:u.msWanerdLl!r,: aupn.l:.r, k,.{e 6 aen re n.,r ralr,.•x. wr, 4451 St. Lucie Blvd. Mena idadif,: Mai&INIVVn.nhyor oepn:a a.d,tt gelm,lYva tepaa :eCl Xe Nuar Aeipa al .nuX erpna rox molly tll raadnr Y.n am MlaNXlq 1. Fort Pierce, FL 34946 epyrippl d3 P0Id A -I loot hosser Anthony 1, lombe, lll, P.E, tepmbaioo of lhie document,in*IV lve,is prolilihed aithort the -Pee fIvIn tiem hem Ad tool lmsut Aethonyt. loeho 111, P.E. Job Truss — Truss Type Qty ply RYAN HOMES / SUMMERLAND A0038686 WRCSUKL FG1 FLAT GIRDER 1 2 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:29 2018 Page 1 I D:?sOQvl IzBG ko2h F pRYibzzzOpep-?faCM h R Vg4CfF H E b V HA3LJ UoSg EcKYOBq tW OSkz8JZO 2-6-1 4-8-7 6-10-12 9 t-2 10-7-d___12-t$ 14-3 t216 fr1 167 13 18$7 20-9-0 _$1_ -19 F---- 2-1 2-2.5 2-2-5 .._..--_+---- 2 2 5 1-6-2.... I 1-6-2 2 5 .......}_.._.._..__ 2-2-5 0-1=12 2-0-9 .......— 2-0-9 (j-S-B Dead Load Defl. = 9/16 in 300 - 5x6 = 3X10 -: 3X8 = 7x 10 MI.2Uti 3X4 = ZX4 II 3x4 - 3x4 = 3x8 _ 3xald = 5x6 2- 6-t 4-& 7 6-10.12 2. 25 2,2-5 ._..._._..-.i-_-.... 9.1-9 , 10-7-4 12-0-15 , 2- 2-tom 1-571 __._L.... 1-5-11 14- 3-12 2- 2-1a ---...-t- 2-2_5 18- 10.3 16- 6-1 18-fr11 1 2- 0-9 _O-1..._..-...._ 0- 1-12 21- 2-8 2- 45 - - Plate Offsets (X,Y)-- [2:0-3-8,0-1-81,[3:0-3-8,0-1 8],[4:0-3-8,0-1-8],[8:0-3-8,0-1-81,(10:0-3-8,0-1-8],[11:0-3-8,0-1-81,[14:0-3-8,0-1-8],[15.0-3-8,0-1-8],[20:0-5-0,0-54], 21: 0-3-8 01-8 Lj22:0-3-8,0-1-8] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.29 18 867 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.85 18 293 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight: 238 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 "Except` W1: 2x6 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 23 = 3477/0-7-4 (min. 0-1-8) 13 = 3467/0-7-4 (min. 0-1-8) Max Horz 23 = 39(LC 6) Max Uplift 23 = 93(LC 4) 13 = 143(LC 5) Max Grav 23 = 3477(LC 1) 13 = 3467(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 23=-724/181, 1-24=-715/0, 2-24=-715/0, 2- 25=-6466/0, 3-25=-6466/0, 3- 4=-11580/0, 4-5=-15433/0, 5- 6=-17176/0, 6-7=-17173/0, 7-8=-15188/0, 8-9=- 11585/0, 9-10=-11585/0, 10-26=-6442/0, 11- 26=-6442/0, 11-27=-714/0, 12- 27=-714/0, 12-13=-727/237 BOT CHORD 22-23=0/6466, 21-22=0/ 11580, 20- 21=0/15142,19-20=0/17176, 18- 19=0/1 7879, 17-18=011 7879, 16-17=0/17173,15-16=0/15188, 14- 15=0/1 1585. 13-14=0/6442 WEBS 5-19=0/292, 7-17=0/298, 5- 20=-1951/0, 2-23=-6218/0, 4-20=0/927, 2- 22=0/1901, 4-21=-3873/0, 3-22=-5562/0, 3- 21=0/1562, Continued on page 2 WEBS 5-19=0/292, 7-17=0/298, 5- 20=-1951/0, 2-23=-6218/0, 4-20=0/927, 2- 22=0/1901, 4-21=-3873/0, 3-22=-5562/0, 3- 21=0/1562,11-13=-6194/0, 7- 16=-2158/0, 11-14=0/1908, 8- 16=0/838, 10- 1 4=-5593/0, 8-15=-3918/0, 10-15=0/1599, 6-18=0/314, 6- 19=-832/0, 6-17=-834/0 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS ( envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1. 60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 23 and 143 lb uplift at joint 13. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to 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 lb down and 211 lb up at 0-2- 12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0. 208 lb down and 124 lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16-2- 8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb up at 20-2-8, and 390 lb down and 265 lb up at 20-11-12 on top chord. The design/selection of such connection device( s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1. 00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 12=-170, 13-23=- 20 Concentrated Loads ( lb) Vert: 1=-390 9=-208 12=- 390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=- 134 26=-134 27=-65 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-190, 13-23=- 20 Concentrated Loads ( lb) Vert: 1=-324 9=-181 12=- 324 5=-246 7=-246 4=-246 3=-181 8=-246 6=-246 24=-56 25=- 116 26=-116 27=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0. 90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1- 12=-170, 13-23=- 20 Concentrated Loads ( lb) Vert: 1=-127 9=-101 12=- 127 5=-140 7=-140 4=-140 3=-101 8=-140 6=-140 24=- 27 25=-63 26=-63 27=-27 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads ( pit) U." 11-1tonMMkr—ro*111J(r I1rSul;*if,llri6( A3A IEIMSt(;WCYS (YSI e p l t!n; F,?e;l1EAi I -brill kut. Mnd., real.dr.wn,t r:1e:P.fienef;(6CwIM I", l I.%C't 1. to—%W...w— Ildn:0k--"W.%IN.1 ekler;emntu ta: ,NIN.:NMA. 16Dkk W4.1 dins Des4. ;eparn u,Sn:mh Glreer`; wlwmr tD6•gesa!,mwspw:e dne pd4sswdeel«e wrnymulde a ee ln4adtk,epMy ,kemN«4t 100 mn..Mwt><I. Ir 44up n,.opxn. MlN:mnMe:.,welch An*hony T. Tombo 111, P.E. wY nedA,tn:rr eh MNmli,Mre,pe,4e01! dW Ov.a.m.D+.n's.4arrNep.w4e MMMkrryew..Ik ruettdroe lIX.. at 14:N4e krX.wdw9 Nedlrk.l. It 4p drk'.D1 ee1mhdl eAM fmr.144lmbr4 ,ag.u,hlldxewkxgM knwnyieWd4.d 780083 n. iw4+1 tn1wr(4dwtu. llnerMpt . as,a10DatMpamts.0" 1m,dkdoq(."t Ab'.mwt(VpM,k4klpmlA(Aae:do, u.l.Pmrv?,J etK.l kSr;h.4an»:le:e+m4a.YndArl n: Deupw.l:n, h,:pr igrer Wtma MrMrr+e:n.w»4r etawu khmpo:.F.dgW.eud rnng IrdlW,i,med,M.11,1- Otup talxtw it 1(I lk I."INrpn. w 1 :, Srsna I*- e' ar W&4 Allrae.mnm W- or n 4o NI.MI Fort Pierce, FFL Blvd. Fort L 34946 eppithl®f016 Aloot husss AnthoeyLlomho111.P.f. Rep, o4unioe of lho i0tow. 1.meuy form, it prokilided withoul the wnnen pe,assion from A I Roof Truise, AnAonrLlomho lll, tf. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL FG1 FLAT GIRDER 1 A0038686 Job Reference (optional) de LOAD CASE(S) Standard Uniform Loads (plf Vert: 1-12=-125, 13-23=-20 Horz: 1-23=31 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=-8 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=24 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 18) Dead + 0.75 Roof Live (be).) + 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: 1-12=-125, 13-23=-20 Horz: 1-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 paaq-Mrullxaph u•wwrw'1.IJC. IIYSiilj ilitlCs 6FAilii tidl$i[;ppn[a4 (lfI3M kTl';ii[1Gpi[};MEN'Ma. Iner ptgr lrnxnswred wn ft l u: #:An+wlilr$w MArMerl INee a':,It Mxeae Yen eeM e ere Ptln:rkr.nr urN aM Ne. rn nlei;mwlx rrw Ike keulMM1e 130bk nW.Ne. ne krge!eprw ie.Su;wpe teEpr.0 Wore lCe•epesr!trwunxen MpknsxW eerw*`r9 utlacdtln l•Mpsgs w: pe tfjelmt 4ryClN ppe@a wAr. Wnlnl'k eer:p nuxpww•pner,rMaee. txlMie+ feunotlr..re•xr lwlpyt INmsgakep dne'1.ax. tk Qwrrsawb.uk wo. on 1.16" aupw•. a he;MnrIMIK.fe rlMAepewMn;W WfRi. 1e gpen dne:bAwaMll rxdnrims w'pprl kaRtycrrge.. putllrirw Waq .bFknertysWde,d Anthony T. 80083Tomb:I:, P.F. w t. / 'pr r tmaka•. ut a, i. w ".IDo w u renxr. w r 0083 pNNwnHMlxlpyfxrywM4Mmp4 mr;KSrMelnke/ntMwSYAxe nxfaeE4rumiPnWe.1l-lp5rspe eyx:t kkwrwWutn'pel;nt urn.l.n,Ae,sieprnaflnssaewixa:".rxu 4451 St. Lucie 61vd rannu leM1w l:e:eeoon qeN urw mtpll. dl lertws ievi,N Ik ln;s:+s p fetwex Itl ne trilwf P gea. I .t $rsaa E>,ren EaK SwtpN 0'*uv4w'.'—plwed.1?11. Fort P•etee• FL 34946 eppitAlS 1016AItloolGassesAnlbaey1.164e1101. ReptofanionoflbisJomnenl,mGay Intel, rsprohibiledwitbonMewnneopernnsieahonAItoofTwits Aalhonal.ianbolli,P.f. Job Truss — Truss Type Qty Ply RYAN HOMES / SUMMERLAND v'-C U L FG2 FLOOR 2 A0038687 Job Reference o tional __ __- At Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run! 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-Ts8aZ 1 R7QNKWtOpo3?hluX13G4X?3?jK3XGy_Az8JZ? 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 I— 1-5-2 i2- 2-1 2-2-9 2_2_s — — 1-6-1 2-9-7 2-6-5 I 1. 5x4 11 1.5x4 11 5x10 = 1.5x4 11 1 3x6 = 2x4 11 LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017lrP12014 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 purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 14 = 1793/0-3-8 (min. 0-1-8) 8 = 2289/0-3-8 (min. 0-1-8) 11 = 5886/0-3-8 (min. 0-3-8) Max Grav 14 = 1809(LC 3) 8 = 2303(LC 4) 11 = 5886(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 14=-1520/0, 1-2=-2027/0, 2-3=-2027/0, 3- 4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6- 7=-3139/0, 7-8=-1309/0 BOTCHORD 12- 13=0/2027, 12-15=-946/0, 11 - 1 5=-946/0, 10-11=-946/0, 10- 16=0/3139, 9-16=013139, 9-17=0/643, 8-17=0/ 643 WEBS 1-13= 0/ 2272, 4-12=0/3175, 4-11=-3997/0, 4-10=0/ 4760, 5-10=-422/0, 6-9=0/282, 7-9=0/ 2697 NOTES- 1) 2- ply truss to be connected together with 10d 0.131"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. 2x4 11 5- 9-12 7-3-13 CSI. DEFL. in loc) I/defl L/d TC 0.47 Vert(LL) 0.05 9-10 999 360 BC 1.00 Vert(CT) 0.07 9-10 999 240 WB 0.76 Horz(CT) 0.01 8 n/a n/a Matrix -MS 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14381b down at 1-3-12, 1438 lb down at 3-3-12, 1438 Ib down at 5-3-12, 1438 lb down at 7-3-12, and 1438 lb down at 9-3-12, and 1438 lb down at 10-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=- 100, 8-14=-10 Concentrated Loads (lb) Vert: 13=-1438( B) 12=-1438(B) 10=-1438(B) 15=-1438(B) 16=-1438(B) 17=-1438(B) 1.5x4 11 3x6 -- 4x4 II 12- 7-8 2-6-5 PLATES GRIP MT20 2441190 Weight: 129 lb FT = 10% xnxq Ntou 4lraiN. rnx•N'A, IDOr lla;s7;'iNtr, 6[1;1l; If WSlrOapilCC(1tl)NN1:r AinCxi3,Ntar luo_lel,kuop..On,W,ealnk,.bcl.-ns0,l4>j, Mttwwuiw-rl (ra,t.rf tAxu,`brsmem tiMn:rber.xr MMx M10@. wr Wlei.:.WV 1,, 1d,NeWwroloNk-me It `,n: ksga tq,rr'k, 4le:idh Egltoxl.:-a to W l w"W toanwxe NM F*"t el toraa<M}elywdllpr S: a 1"ti m;ape 1. :1"4w took IN W? W PII 'k kup nsealraa, 9rag:rbmeL,aWWlar Anthony T. TomhO M, P.E. W e,ed4s fnnken W,Ikrl it Ne rtrlees W.dne l.an.me0.rrsauM.,W geNa Nlalhal Onq,K.arse:tonnANx'. oe 4;Woe Mdl ;W tot l>tl. 'k NncdNe "QPWrq hdl ne N Ne I—, .14M kedbj,erw' nV"me Mnq qd: W N n,pc44a, d 80083 MMNaq 3es e W(MMc 14 rv„no«aM1Aa WrW NannesWpxdm,Not WNM(luea itlm to ae,nM,i_pel lee N!>IWINAne dalaraa'u prna'. piMu lr,l nAasl, npmfi;msWh,onllkl n:R•vMn l n:ik,p Fal,we, runt, NxAMe a. wa:: 44515t. Lurie Blvd. eaarane ldWn Ma: M'rt ry,eN peenmaphex pro mBrN Ik loss d,yl iaMxx„A[I as tNNay Se;yen.n l:ns 4sea tlMWa rar WNq All mlaNeKkas nenk6aNnM1. Fort P erce, FL 34946 opyriRblC1101611ItoolLrstesAnllaall.lombolll.P. f.teprofatlioaofpitdoronem.maalform, isprolib4ed.ilAoatthe rnitnapermmioafrom AlRaofTnnesAarhonyl.lanbolll,P.f. KL FG3 Flat Girder I A0038688 0o cusses, Fort Pierce, 6, design@a1tniss.com Run 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 1 2-3-8_4-349 12 I0:?sOQvilzBGko2hFpRYibzzzOpep-Ts8aZ 1 R7QNKWtOpo3?h IuX 14L4hP37RK3XGy_Az8JZ? 4-.._ . 5 7-9-8 10-t 0 2-3-8 t-11-12 1-6 8 1-11-12 f— __—..__ 2- 3-8 oxo -- 3x8 = 3x6 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 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. ( lb/size) 10 = 1029/0-7-4 (min. 0-1-8) 7 = 1563/0-3-8 (min. 0-1-8) 9 = 2575/0-3-8 (min. 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 293(LC 4) 7 = 215(LC 5) 9 - 226(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1563(LC 1) 9 = 2575(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 10=-907/286, 2-12=-1121947. 12-13=-112/947, 3- 13=-112/947, 3-14=-112/947, 4- 14=-112/947. 4-15=-540/140, 5- 15=-540/140, 5-16=-326/47, 6- 16=-326/47, 6-7=-833/138 BOT CHORD 9-10=-67/ 633, 8- 9=-140/540, 7-8=-286/1815 WEBS 3-9=-939/90, 4- 9=-1741/145, 4-8=-80/588, 2-10=-535/67, 2- 9=-1404/196, 5-8=-1410/269, 5- 7=-16351271 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 10d 0.131 "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 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= S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 10, 215 lb uplift at joint 7 and 226 lb uplift at joint 9. 8) Load case(s) 2, 14, 15. 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 4-3- 4 PLATES GRIP MT20 244/190 Weight: 113 lb FT = 10% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads ( plf) Vert: 1-13= 420(B=-250), 6-13=-170, 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(8=-219), 6-13=-190, 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), 6-13=-170, 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 ( bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind ( Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1. 60 Uniform Loads (plf) Vert: 1-13= 440(B=-315), 6-13=-125, 7-10=-20 Horz: 1-10=31 Concentrated Loads ( lb) Vert: 1=80 11=13 12= 42 14=83 15=48 16=189 16) Dead + 0.75 Roof Live ( bal.) + 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- 1 3=-367(B=- 242), 6-13=-125, 7-10=-20 Horz: 1-10=-8 Concentrated Loads ( lb) Vert: 1=80 11=13 12= 42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live ( bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind ( Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase= 1.60 Uniform Loads (plf) Vert: 1-13= 419(8=-294), 6-13=-125, 7-10=-20 Horz: 1-10=24 Concentrated Loads ( lb) Vert: 1=80 11=13 12= 42 14=83 15=48 16=189 R epNau Mr pY arne'sltJl lr{s liEslft'6[FtS'{1NSt('sFt1IICNSr!(IM"p7T!(dN[i;E};!NA'Mele•M kurprodn!al nnlule!rwtl ns 7etghr.sy(RC,rMs ldlxtl txN 4!(Mnexr Yn irae of 5tleu Me:+at udbnMlQp. rtT role w7tt yae sM se nNMMI70kn W1.{e' t2 pfeprr.les See db EepeeK;.Mwlaeef Np!epeseds ee arceaKedMpdecsned epanvr nyn!Indl lrMhs ed9esgkles!dr nedaMlOP eeh edn iRl.'Y kt:t+nugnx:.NnarcWMNe:. sNIMMI ed dM i:es!4 ettt IlulitMi rnWmpdMJ+ex MO ar,erontnped+MMNinDtxpe• sreerMA41VId.MR:W&W*64" 64MMI leprencdM'.RdWr.NN ! dMi,ns.a!eMgLnha}:a:pe.nnlldneMkngeW.Mnsp+uknd An:hony T. Tnmbo :1', ?.E. Mhlyh!px eet•c'aali!wt., nar.aMlG(sre1MM%atsWy Mm!dMIn.INp(ymeeetddrhkneq;1(`fpM!hlgltlW}nane dNtatt4pxeNpdone.iRlltM4Alrf!µNemfWbm!Rtti.n:teu*n.1...9e. [qu„,tlre.,dada:l,..»!! 80083 efe+uNfnk yq e:er«fMW nn le Mmp kdl prxs uwnN. rn ln!s6r!ipe!spxer is l(IMWNrtl9Fs!n,xl .!syt a Epxxeden s Ml dl tMAofael tea: ue n{daednlna 4451 St. Lucie Blvd. Fort Pierce, FL 34946 tepyfiRht@1RId A- 1 Rool Lnssns AndoaytlomEoIII. LE. Repmdanioa of@is Jomnem, in eey form, is proli6ned wiMom Me Written poemission han R-1 Roof lrasses dethoay i.lonoo lll. R.[. Job Truss Truss Type Q1Y PIY RYAN HOMES / SUMMERLAND WRCSUKL FG3 Flat Girder 2 A0038688 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 2 ID:?sOQvllzBGko2hFpRYibzzzOpep-Ts8a21 R7QNKWtQpo3?hluX14L4hP37RK3XGy_Az8JZ? LOAD CASE(S) Standard 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 6-13=-125, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 iw=wy gxu Mwgtl, rNuriM'AI tUr RtESNUfPA9t(U: 1'rAllSt(?tQl[tS {eltjm a'tl; A(lAGlt;;hAm(/('Me. feMt ku*pxrMmw, xl MMx . ft' N,).,fh,.4:1 ";xe Mr AAW1 lxh a:.lf Mxen Slrw wre n, Ydn:rMxu uwWn M T".1 Wlr.,wear rym Arl Mr:NMhlAOxxnlA. nsr!rn: Becpelepeee! r.SxiaM!Hlxx'ar,Wxx.(BB.ryrsxltxwlpauMMpW.tsaW e4ra'nyrulNnr h'Mlet dlk SqN W,t-d.bmow' W.TM1J. Anthony T. Tombo Ill, p_l;_ N ut„r Ir ,kxlI wm;, tw"'p-Mlm AIM N-Me 0— i "A ynra Mr M:IMAOngxr wMe!xNr'AnIM.Mtw_rl Wlmd lw%wq:Wr xe lM-I. lM punt 4iM :Ot xI w NN u,t sr ln,,.w.hy lalvat ,M:pr.mptmxxr Mxwy,w:>.mn:rmwdmd 80083 MMe1ml. rt,}z^mo (x:m!w. Afxwt;rM wIM l00 x1 Me Memcn xr tnlNix,NMr WIAy(Npwpt Smxr knwmxtt.{tyA,Arnh (?I xe {t(Am::tlxaWY pnxe a Mu It letxsh rywx.otxe,rW nxx YMe l:n: trutwr.l:e+s te:psiyxx wq ln:, Mw.wrmw x. was: 4451 St. Lucie Blvd. kk! nu UAM ka'Nnt epxlpxa rtmphd'rw+ws M.arW. fk ln:c:kugr (spxrr is Att ax Ntri 3es pm. I ,t Sr,4a hprx rtsr xAAp AA pm1..1k'KM: Mrn MwWuIMA Fort Derce. FL 34946 opprirht tR1AA IRool hnsses Anthonyl.lomI101101 Re9101190106 et this Aocumem,.Aony form, is protihited without the wtideo permission hom A I Roof bosses Anthonyttomhnlll,R.(. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMER -LAND WRCSUKL FL01 Floor 5 1 A0038689 Job Reference {optional) r wt t , waca, vn . mt r_ s-t catyn uV+a nr uaa.wnt 0-1-8 H 1--- 2-6-0 ---I 0 1 t i 3x6 = 4x8 2 3 TI Kun: 8J.z1U s 1 May 18 zU18 ennt:8.z1u s May 18 2018 Milek Industries, Inc. Fri Jun 8 15:36:31 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-x2iynNSIBhSNVaO_ciCXQkZApTveoR?UIB?V Wdz8J2_ f- 1-8-0 — 4- 1-1 1 1-8-0 - 1 3x4 == 3x6 FP= 3x4 4 5 6 7 8 17 16 15 14 4x8 = 3x12 MT20HS FR 3x4 1.5x4 SP= 3x4 = 0-i1-8 Dead Load Defl. = 3/16 in 4x8 9 10 11 13 4x8 = 21.2-8 Plate Offsets (X,Y}- [1:Edge,0-0-12], [2.0 3 8,Edge], [4:0-1-12,Edge), [8:0-1-12,Edge], [10:0-3-8,Edge], (13:0-3-0,Edge]. (14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-3-8,Edge], 19:0-1-8,0-0-121 j21:0-1_8,0-0-12L LOADING (psf) SPACING- 2-M CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0A3 14-15 >585 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.59 14-15 >427 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 104 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except" T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min. 0-1-8) 18 = 1146/0-7-4 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0, 5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-9=-3713/0, 9-10=-3713/0 BOT CHORD 17-18=0/2162, 16-17=0/4610, 15-16=0/4610, 14-15=0/4902, 13-14=0/4613, 12-13=0/2163 WEBS 10-12=-2391/0, 2-18=-2391/0, 10-13=0/1714, 2-17=0/1717, 9-13=-252/0, 3-17=-255/0, 8-13=-995/0,4-17=-990/0, 8-14=-106/727. 4-15=-1081733, 5-15=-315/10, 6-14=-311/10 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i-4 /lnu scMN,inxr W'I Ilf tilSiii'Sr:lfl"'{6ni11: tHN11 C'At10Ga1 nlhx tlT'1 1'rffN.3;xiA'Ixe.. fu p'knrq;RB`wnt /r kup IanNrrtwt<<d Mn ptI.- N!iNlrt1 txna;.tf.INueat Ver. Idrr nt Whs!xlrnu ONNrnt INah blitz twrt x rmr iN:nn«Mnr lggp«tY4 s!e. tcf Btcyu(tpwi it,Ik:,m!tprr,yuNxKNq!trre nttn nnoe:tdaepNxfNW M'+te ri eyxul MrRt le!{aNne:ap+ei /knNrMlgO tNr Wa11*I. tMleup>tiropwf.N«p npur..umNNry N!eN stm bw, aMynNe reyta!M TNne hw.ptOratredur.«e},n eKt MN ey Des pw,nt.:wnnNMN(.L1;W5e WNl+xse rk rtS lKi hepae NM:ggwrn ANl tdM+.tt. xhOer McYay.n•eK. unuNxewlnne MMrm.e!pftllyd Anthony T. T0(nbo;li, Pt. u.hwrylr}{aw(er=uk 11M3f>ntMlnrlpaKln1yA11115wrxlN9ltN0lhAngOrip MSdtP!sryr,Nnel(4;NlntklNtMWISrIiMI+dNYI:M w 90083 IuraN w,nt m.lNi«,k.eSMt!*•att.a anns+'frin; Muter 7:n: gn{!,pwn elltm;MwdA. xrx:! 4451 St. Lucie Blvd. trerwu IAIw li c:d ed epM xea a.ma{ h dl prat,em«. Ile Ims Cvuge!fluex, Iti Ae {,Wy Deupa. r Le.y Srtae:apeea [ wr>•1!y UI tm reVUN §:,: at n IdaN u 1lil. Fort Perce, FL 34946 Cepyriigl $11DId AI Rael Ganes Amgeep 1. iongo III. P.I. tepndntfiou o(Igis lomnenl, in eel lnn, is progigiled witgeul tqr rrineu pernissioe hen A I Roel crosses Aelhun. L Iengo III, P.f. Job — Truss— Truss Type --- Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL02 Floor 1 1 A0038690 Job Reference(optional) Al Koor Irusses, Fort Pierce, t-L 34946, design(g?altruss.com 0-1-8 H I-- 2'6° --, 4x8 0 1 2 3 all— f , 18 3x6 = 3x8 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-PEGK_iTNy?aD6kzAAQjmzy6K 1 tD?XuKd Wri323z8JYz 2-5-0 3x4 3x4 = 4 rI 5 6 17 16 ,s 14 3x4 = 3x8 MT20HS FP= 3x10 = Dead Load Deft. = 118 in 3x6 FP= 4x8 = 5x6 = 7 8 9 T' 10 o I2 2 o Y 24 CS 2 4x8 = 5x6 = 21.2-8 19-11.8 _ 21-1 19-11-8 0-1-81-1.8 O 1PlateOffsets (X,Y}- [1:Edge,0-0-12], [4:0-1-8,Edge], (6 0-1-12,Edge], [9:0-3-8,Edge],112:Edge18], [13.0-3-0,Edge], [14:0-2-8,Edge], [16:0-1-8,Edge], [18.0-3-12,Edge], 20: 0-1-8,0-0-12],[22:0-1-8,o-a121,L23.0-1-8,°-0-12]--- - - LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.48 14-16 >490 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.57 14-16 >413 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 I Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 106 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 12-13. REACTIONS. ( lb/size) 13 = 2335/0-3-8 (min, 0-1-8) 19 = 1027/0-7-4 (min. 0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12- 22=-1066/0, 22-23=-1066/0, 11- 23=-1066/0, 2-3=-3302/0, 3-4=-3302/0, 4- 5=-4104/0, 5-6=-4104/0, 6-7=-3067/0, 7- 8=-3067/0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18- 19=0/1963,17-18=0/4104, 16- 17=0/4104, 15-16=0/3894, 14- 15=0/3894, 13-14=0/1 578, 12- 13=-917/0 WEBS 10- 1 3=-1 288/0, 2-19=-2171/0, 2- 18=0/1480, 3-18=-301/43, 4-18=-1130/0, 9- 13=-2353/0, 9-14=0/1706, 7-14=-261/0, 6- 14=-976/0, 5-16=-296/0, 10-12=011388, 6- 16=-107/712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1070 xaap neltllen^N{tnlee N%I13Vnos" 'SIilkr16n3i1 INS t tOMlllclek Osljv Ivw; 1[nClriowr 1— 10,NNppaaat w,w«let lliw lw i,:}e:N-441k.. wile LOW,l lubi, I[. ra««It SOM!IFat rft wis! dw.." tl«w.& too.*, Naulw V fui lot M.w to et IN1A aw I,t:. n, otl*I"-.It ...rbp—:.*-.,taarr mo,tpes«xa«,ea-alle par,tNw In"eml rtyeWilM t I«I.V ON 1.94 1. 6W.44. etN oth. welol IN fn.p n,mp.n lMgtwtda,. t•.alke An'hany T. Tombo Ili, P.E. wtstaa,l' tF«1a1gK1cM,e,lxtlNmaM)mMvvNtl liwtlaakl«NgolSpkiM:INlaa«IR.9rwMNalsfq;.6.111Ia80083 et6"xght¢«w[ aa;rtvr. Ir ., tnw.«t lBOwl«noel,lnwpa.xal«wNq le«pl«wnNaa«Ma,rpN,wMi'IwINI«r aaulww p«t«p.6.«:.ttu«:wlk.tyen.:.anwaalt,a+Nt..,, pupa l:.,:1e,bpya«tl«:, a.wrx«.:.r„ 4451 St. Lucie Blvd. tea.u tm« wlt a:w•ta pw utt..•mghai pr..s malK t[<l«,s kup EyntautCt rot t.ig l :, mI.,el—raef WA4 Ili uw«•., atntaswalnt Fort Pierce, FL 34946 oppitlllD1016AIto.ILuues Anl6ayLlomMlll, r.(. Repmd.0ioeofNillownem,i...rlore, is p1o4i6ited«iMeulMeWincepermitsi..hoeAItoollr.utt-A.Ihoar1.IoeboIll,Ll. Job Truss Truss Type Qb ly RYAN HOMES / SUMMERLAND WRCSUKL FL03 Floor 5 1 A0038691 Job Reference (optionall Al Hoot I cusses, tort Pierce, Fl- :1494b, de5igneallruSS.Com 0-1-8 H 1 2-6-0 i 3x6 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1 ID:?sOQvlIzBGko2hFpRYibzzzOpep-PEGK_iTNy?aD6kzAAQjmzy6KrtGzXtxdWr l323z8JYz 1 2-0-12 _I[— 2-0-0 1 4x8 = 3x4 = 3x4 =- 3x6 FP= 4x10 = 2 3 4 5 6 7 8 9 2 0-0 1-11 4 1-3-0 -8 Dead Load Dell. = 118 in 3x3 11 3x4 = 3x3 = 110 11 12 um . _ - • —— -- -4 --- r---- - - - rr.•..xm.•H orstio•rrr• I 1 II II _ 22 21 20 3x8 = 3x4 = 19 18 17 16 15 4x8 .- 3x6 FP= 4x10 = 14 3x6 f ---- --- 19 11 4_-....... -- --- 25-9-0 ....._...-- - - 19-11-4 5-9-12 _ Plate Offsets (X,Y}- (1:Edge,0-0-121, [4:0-1-8,Edge], (6:0-1-12,Edge), [11:0-1-8,Edge], [17:0-4-8,Edge], [19:0-2-12,Edge], [20:0-1-8,Edge], [22:0-3-8,Edge], [24:0-1-8,0-0-12], 126:0-1-8.0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.38 19-20 631 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) 0.51 19-20 462 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017/TPI, Matrix-S Weight: 128 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except` T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 23 = 1007/0-74 (min. 0-1-8) 14 = 36/0-3-8 (min. 0-1-8) 17 = 1749/0-3-8 (min. 0-1-8) Max Uplift 14 =-163(LC 3) Max Grav 23 = 1015(LC 10) 14 = 208(LC 4) 17 = 1749(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0, 5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0, 8-9=-2642/0,9-10=0/1297,10-11=0/1295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-19=0/1080, 17-18=0/1080, 16-17=-426/137, 15-16=-426/137, 14-15=426/137 WEBS 2-23=-2086/0, 2-22=0/1401, 3-22=-294/16, 4-22=-963/0, 9-17=-2434/0, 9-19=0/1 759, 8-19=-253/0, 6-1 9=-1 027/0, 12-14=-174/564.11-17=-1163/0, 6-20=-2/694 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 14. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" 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 Hppefu llrlpx. rr•rt"tie tlnGE tlBisES :;'i(llll't 6t1c11!lEIXS 1('ApI1CAS (tlt19M nll .':eI(;If,EioxlAi Ms. fe<Al flr7 Nnurn Wrtel ulrs Mlas lrs 9np J nry;tlxt rk tlH loMgl ta•k i':., et. Id•e•r AN!irnrt of tlon: Menu H6M reM IDn. air efleicMMbr y.+e {bl ke:NMnx ltlOu x.o4. if - :Oespe roprH {r,Swupr le}veer;, uoxre.I1D!eKerrn{e•rzres:edue ponrwo HMaunp rtpas:NlAia IMfesy.et ne4rytl l•us feH.ml uOr ltlU ltl}..eln lA 1.'M lwp muaN,e„,.IW.q;naup:. 4auHF.r Anthony T. Tombo'1 , P.E. W ludhn l:.FI•INpi{1Ne{plHYlmdek hm.OrO.aH seM•tN rlNlr Ile MN{phe:nw•. ntk lamoNe l!(.ri3:Nnl Stx lxiY•1.ehadml.Ser{He'oeM'hhWre. MllruxN-nx•.4wp omNep.,Wm. M"R loot M ftr"44t If z80083 MR_Nst h4yw•xe(iesMrltNi;sYw:.111lOpMne lrxMee ael l•WnesoMlPp (MeMM teen kfl n xsr, IW:tMen to wl SNA Hl rrMexriMp lwdwt. lKl Mnps M:efMe4.+MS W9rM4t1e I,n: MnyeH l nskslc EtsuH wtl (uss wm,tsax. res4 eAH.tuedrlNhr;MHKt rpeN pee•nnp bell Nn+s xrre.el. Ioe lnss"es:atpHlHUAt':i ne Htlnl do:pa.wtrs 4sa•'eMeert6o•(sHWp UI UNa4d!rn •rnlAMotM1. 4451. St. Lurie Blvd. For[ Pierce, FL 34v46 oprripht®7016A-I foot posses- Anthony1.lonbelll.P.E. teprod•aio•ofthisdorunerd.{neoyform, isprohibitedwithevitht-flesirtmismfrom A -I loot bosses AAthonrl.lonbolll,P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL04 Floor 1 1 A0038692 Job Reference a tpiqn ) Ai rcoor i russes, rort rterce, rt- sgego, aeslgnlala luuss.corn 0-1-8 Ht 1.5x4 II 1.5x4 = 3x6 = 1 2 14 3 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1 ID:?sOOvllzBGko2hFpRYibzzzOpep-tRgiB2U?jli4kuYNk7E?W9fVkHesGR8mlV UcaVz8JYy 2-t-8 — I I--- - 0 18 1.5x4 II 1.5x4 11 3x3 = 1.5x4 11 3x6 = 1.5x4 = 3 4 5 6 7 e d2 6_ 11 10 9 3x4 3x4 = 3x6 = 1.5x4 11 3x6 = 1 1 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(L-) 0.17 10-11 911 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.22 10-11 717 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 67 lb FT = 10%F, 10%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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 714/0-3-8 (min. 0-1-8) 12 = 721/0-7-4 (min. 0-1-8) Max Grav 8 = 714(LC 1) 12 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0, 5-6=-1854/0 BOT CHORD 11-12=0/1271), 10-11=0/1854, 9-10=0/1854, 8-9=0/1294 WEBS 2-12=-1404/0, 2-11=0/713,3-11=-275/2, 4-11=-266/260, 6-8=-141810, 6-9=0/763, 5-9=-297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard fedgllxunregd. mu"tM i-11JG. INJiitS:'ifUlty6EA;11. IEW 1f AUilCn (iS13Y pt1;I;nCAii9614X'Mm:.lc•At Wtp Mpdm Nnd wrsxh;t n: krg Mr.q :f[f od na AAwrl IuWAL 1.E. lA•wr An!Sde:rm Wh+: dk nre npN xlYe lBP. sry Iti 11C-1. W, M Mrset MFee Do 4 M rdd. h 1 :rv+seevp EepMH r..Sx:nnr Eepar';. at udwre 170.rpecea+RarM rdwpderwWryaeenq tywW Nh'!• pr inge Boe,# lass egnN•MIDP eekKI le m"r—.0.. Mwq;osm-:.0MM Anthony T. Tomba ll, P.E. eNwdaslnsi•q MNigisxeaaa4Wa.dtM]..a.h Onn-sMe;NgMrr Mlr,My be,ipr:•ne annd9e ll'.MR:N9eWderdeaq tk wdfRl. lr qxe edNe!t4Ww. MNwdMLxs+. alrfgMrKuA.s•:tN. •snNdw MYxytel :,wnspaaukla.d r80083 ne 1" x•p h+ga•w(eA:x!e. 1i xs;n aaeMlMMto pert•e:Nrrhlae+NtN tml•q(rnyxn Sdn,tn•mw ml.tMJUS•e sr ixa111(AaertMwNW perdpt,M:. 1tIk:Me M:npmJ:a xw@xrc+kAt l:nshupa. I.ns Msgs Egr+n se tn+cWNer. weu 4451 St. Lsxie Blvd. Annv ldWlli e:arm qnN can Mltgkdl/m:n md:N. fk lnv 9supgmx r, Afl :e talnj h+t,par xlr:s Srst•:gneaFar a«tkq Yl rop.MaN s:•s ee a+khMnlgl. Fort Pierce, FL 34946 eppiRM 261dA- IRoelhesses lnthooyl.lomheill1f. Reprodcaioeofthisjomnem.inayforaisprohibited wifhoolthe mittenpermissionhem AIRoof Tresses -wolhonrl.tombollLP4. Job Truss Truss Type Qry Pir RYAN HOMES / SUMMERLAND WRCSUKL FL05G FLOOR GIRDER A0048693 Job Reference ._(g t iona—l_-------...--- Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 0-1-8 4x4 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-tRgiB2U?jl i4kuYNk7E?W9fedHi2GSMmlVUcaVz8JYy 4x4- 4x4 = 4-1-8 418 Plate Offsets (X,Y__ [1 Eddie 0, 0-121 j2:0-1-5 Edge]_j3 0 1 8 EdgeIJ5_Edge 0-1-8],[8:Edg--- -81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.01 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 21 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 8 = 1177/0-7-4 (min. 0-1-8) 5 = 1175/Mechanical Max Grav 8 = 1177(LC 1) 5 = 1175(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1175/0 BOT CHORD 7-8=0/1175, 6-7=0/1175, 5-6=0/1175 WEBS 2-8=-1644/0, 3-5=-1644/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 s rongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=-1032 3=-1028 gary hnun.e.gd.rene•M'1 ICE tnisli;'Si: r, ub:n,cnnt:e+l?r NR,r?ewYu+N'.,e;tgortAHi.at'. krm gtwl lae.nslN wetn+kth..twsgltrr.»t?W;rgnewem! tnku.rE.3dKu.lwnkae.u. gM:sm".s:tmeeba+itgrd. WAlctlrurM dMttMtl k.WMtle hk.dK nl1. Yua'.yrn it.yt:vNl ipow.Ite udrniv$iyttue;ec ryllkxdkkdntwd egatnry rttwtM:a.M MktgedM w{le? kpcMrhi,3 xi. nk!'M. lkh qe nl.xlaens wltlq •wLmr:.. pkBn Anthony T. Tombo 111, P.E. t tM sedM I•+ M q°>M3+6! t.lMsx.q:.dq. +w M+ee'IlMpMNwabk!AN.Ytryw.p6t xneagtliM,MlkwgM adkdMt:NtM M ikNpndd1t13PnlgnMl/ dMtnt. MgxMx3 dank msx!?lcrtMklelNtkgna•espnMlAd - 80083 MIwlMtGetMxatcw. Aq We u Mtl?k?3l'MWMu^txd}nbrtasdLMMa}:.rMt SiM 4Mmestif MfNt 'M rl Qtk. ieM IWpw+dlwv. iMi Mwtik,t.n•+nd3.tMMrcsd4+i n.A;µn. .tsOn p t.put N.ir:t McMu?«a wM. pa..:ukMa.,ua.ly,Kl pe.t.i+ghrtgmetoal d. :k inn. geur;t}mx is :F nt ta.MN O.ty.n a ++t tnk+fN;axden t«IhN. +q ir t91nd M+t rtnk±Mx?fl?. 4451 St. Lucie Blvd. Po :Vier; e, FL 34946 gppitgt ^. tQ16 A l tool hang go-Megy 1. Icmkq lll, r.f. Arpgltllua of Nit gcamtlgt.Iq tlap lnn; a pmkiCikd r<+tkom Nt 1111ilq pgtRl55itlq llPgl A I loiif l w AgNtlgq 1. a bo lII.. P.I. Job Truss Truss Type Pjv RYAN HOMES / SUMMERLmbWRCSUKLFL06GEFloorSupportedGablertY1 A0038694 Job Reference (optional Al cof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:34 2018 Page 1 ID:TsOQvilzBGko2hFpRYibzzzOpep-LdNSPOUeUcgxM27ZIriE2NBrQh807_Ow_9E96xz8JYx o 11-8 Oli-8 3x3 = 3x6 FP= 3x3 = 1 9 1 4 5 R 7 R 9 10 11 12 13 14 15 16 17 18 19 2021 0 M 0 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x3 3x6 FP— 30 =- LOADING (p<.:f) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be: fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 24-7-0 4-7-0 CSI. DEFL. in (loc) I/defl 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 = 10%F, 10%E tpM.ig rb41 aeroph lix. a! i'IIJI 1lnsts; s:t'':r SiaflllIt.1aSL:Cao-iors (pi'"ux,'Mtr:4lauld!(Re1L`AT .itl!h kisyn ra'lrNNS ra lot batmnitS:Ili bfi*Rt"y10Rmrat tMlkl.1I.-Wat.k*.1iad NMt IN. ilt- k'pviti Latta Mai TOO Mh 4.ta:tmtM laa tbeNrNM ae DCaa md. LAl,ey: ktlt tpwn Stear.. :Naafi a tdwar 5b:K taasar:traxedMnde ,an tgae y:npecaemM Mhul.dattgM: :t 6A:nNkat li; W. .wK !H. Ih Ntpt—re wNiq-xparf. weidit, Anthonv T. Tombo IN, P.E. d r dR1'n Mwtxdpn9t Na ,wdaeC er. ar0 wtttha Ng1a MMsNb pa.nal:a'irdMx!. at ai ax le tl h.aN:NtN N1 Ik MNltldie t?b afm hdd dMl tt achwp wll:y. drNt. 'Oeeeod hnaq Idlata nlrt W.,0 4 80083 wl Nbtupe Lai M:.nr. Ad Mr aMaae lQCMla ptrH tN l.axat dMleaiN :aamla SdN: dxas«x pA4No--FMAtiA t dr Na ryer•tl hart Itl N!wt M.t.txse E.nM Mxsdat tyu k yw..: is dup !tpm<M:nttWWun Mm M,...irdadttt(maa tplNgmtn gNflata,aM.N. ttut:tw:r.Naa:nna.Mwaala.:mt:.. ".s,d..ttp»ttdr.alas.+`tN ,Nea.rinaamat,ri. 4451er,p,FL 349Blvd. Fort Pierce, FL 3494F. apy; fight P016 A 1 Roal hwu; Aethety 1. ttwho Ill. P.f. Rep:adwl- N thi, domm a in any lain, n pol ihited.dtol the.iinen pelmmitit Irani A I Red hat e, Anlboay L lomhn Ill: P.I. WRCSUKL IFL07 Al Roof Trusses, Fort Pierce, FL 0-1-8 HI— 260 I 4x8 Floor design@altruss.com Sx8 = Qty Ply :RYAN HOMES/SUMMERLANDA0038695 b ReferenceLo t ionalL -- -- --- Zun: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:35 2018 Page 1 I D: ?sOQvl IzBGko2hFpRYibzzzOpep-ppxTck VGFwzozChl rYG UbakyP5J 2kKt3DozjeOz8J Yw Dead Load Deft. = 3/16 in 5x8 — 3x6 II 3x6 II 3x6 FP= 3x6 II 3x6 II 400 - 4x6 .-- 4x10 - 3xl2 MT20HS FP= 3x6 = 3x6 4z10 -= 4x8 = 3x6 WB 24-7 0 Plate Offsets (X,Y}- [1 Edge,O 0 121, [2:0-3-12,Edge], [5:0-4-0,Edge], [11:0 4-O,Edge], [16.Edge,O 1-8], [18:0-2-O,Edge], [21:0 L0-1_8 0-071 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.55 19-20 >533 360 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.75 19-20 >387 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.13 16 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP 240OF 2.OE(Flat) 4) Required 2x6 strongbacks, on edge, spaced atBOBCHORD2x4SP2400E2.OE(Flat) 10-0-0 oc and fastened to each truss with 3-10d OTHERS WEBS 2x4 SP No.3(Flat) ( 0.131" X 3") nails. Strongbacks to be attached to BRACING- 2x4 SP No.3(Flat) walls at their outer ends or restrained by other means. TOP CHORD 5) CAUTION, Do not erect truss backwards. Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. LOAD CASE SBOTCHORD ( ) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS. (lb/size) 24 = 1335/0-7-4 (min.0-1-8) 16 = 1329/0-3-8 (min.0-1-8) Max Grav 24 = 1335(LC 1) 16 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4450/0, 3-4=-4462/0, 4-5=-4454/0, 5-6=-6936/0, 6-7=-6936/0, 7-8=-6971/0, 8-9=-6948/0, 9-10=-6948/0, 10-11=-6948/0, 11-12=-4494/0, 12-13=-4502/0, 13-14=-4490/0 BOTCHORD 23-24=0/2568, 22-23=0/5969, 21-22=0/5969, 20-21=0/6971, 19-20=0/6971, 18-19=0/6971, 17-18=0/5994, 16-17=0/2622 WEBS 2-24=-2839/0, 2-23=0/2091, 5-23=-1644/0, 14-16=-2880/0,14-17=0/2077, 11-17=-1627/0,11-18=0/1045, 9-18=-553/141, 5-21 =0/1 059, 6-21=-546/147, 7-21=-706/512, 8-18=-693/526 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. igel, [24:Edge,0-1-8], [25:0-1-8,0-0-12] PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 155 lb FT = 10%F, 10%E Acuy lw,eroxeyx, n•ro+ne'1117C Il"ti?S " 61111ifWL(%YGIICYSrI!IJx,'4l lirh[If.Cri xfhr fors. Wdfkuvp.. dxs w Wn nN, Ira„ )esp Aa..430: W lk AM., I rwk rl r1. 10—,%,•*.e nr Wd,: dlrnu ndW m roe 180 r'r I41 awem Mx N-.k wh,Mt7h leM dW.l ar,, hnya fyw :1I Su n 50—:.MtW-.1 rhh:arum, enaepn;rdlk pxnneW ay+`tnymWuklm'v ror kctdMtwyr r.,% krvn aeM Nh Wr ". M. I.'w ks:p nuepw:. lw.y nn:. wodm A, W dk rei:A.ml Ikyislni , kllndf+eO,m,IkO+ani,nMiWrlgepall'NeMroyDefryMr,.9e!eerondwlC.tla WroeNtdl.4 MtaWr!I.I. Mne dtk'OhWx.MW dro sr.+n n?heny T. T mbo l., P.E. Ia• ' a'# Kklk+'M"y.ta ye. u,Mlma Wanat Gd'km rsla,.WdJ.d wRMal kspn Wf d:enr 1!!na, x'+roe lOh Wl e MxtxN W{aklaet dln iMMp(opgrn Sdrry lrf glnM 1(a.pNiSMtr sr rq nW SkA ne'daw,nL pwu pNue. Irlknws lr rnlwsi!+.rs wSfnusl 4e l:rt!f4npx.I ns k,:pfywn Wln;s Mndnf:H. watt 90083 dt,+iu WiW nrn.nr•ed n eW yean.rmyhdl pr.n cadre! tle rnu hrspn Eyanrbr(1 rx LrNor fesyw.xle., Srcex Enpax day nulAy UIiq:WaW k nl xen Wnlu ltll 4451 St. Lucie Blvd. Fort Pierce, FL 34946 nprrifhl(01fIA Al foal hones AnrhoepLlomho 111. P.f. Reprolonian nl dis loronear. in nny lnrm,is prohihikd wiMenthe rrinen permission ham A -I tool Leon-Aalhonrltamho llL P.[. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WkSUKL FL08 FLOOR 6 A0038696 Job Referenrz(optional) m I moor I cusses, rorl rlerce, rL .Ylavo, ceslgnea icruss.com 0-1-8 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:35 2018 Page 1 I D:?sOQvl I zB Gko2 h Fp RYibzzzOpep-pp xTckVG FwzozChlrYG U ba k_m 5M Yk I G3DozjeOz8JYw 1 1-8-0 1 2-0-12 1 1-8-0 Dead Load Defi. = 3/16 in 1.5x4 II 4x6 II 1.5x4 .= U6 FP= 3x6 FP= 1.5x4 = 5x10 = 5x8 -- 4x6 II Sx8 o t 2 3 4 5 6 7 8 9 1011 12 3._....—_ o y i o lr r.- 0 28e 27 26 25 24 23 22 21 20 4xf1 -= 5x12 = 3x8 MT20HS FP= 5x8 = 302 MT20HS FP-- 5x8 = LOADING (pso SPACING- 2-0-0 TCLL 400 Plate Grip DOL 1.00 TCDL 100 Lumber DOL 1.00 BCLL 00 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP 240OF 2.OE(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 28 = 1448/0-7-4 (min. 0-1-8) 17 = 1448/Mechanical Max Grav 28 = 1448(LC 1) 17 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-5351/0, 4-5=-5373/0, 5-6=-8339/0, 6-7=-8339/0, 7-8=-8339/0, 8-9=-8669/0, 9-10=-8360/0, 10-11=-8360/0, 11-12=-8360/0, 12-13=-5418/0, 13-14=-5395/0 BOTCHORD 27-28=0/3019, 26-27=0/3015, 25-26=017197, 24-25=0/7197, 23-24=0/8669, 22-23=0/8669, 21-22=0/8669, 20-21=0/8669, 19-20=0/7230, 18-19=0/3079, 17-18=0/3084 WEBS 14-17=-3361r0, 3-28=-3302/0, 14-19=0/2529, 3-26=0/2551, 12-19=-1957E0, 5-26=-1969/0, 12-20=0/12213, 5-24=0/1240, 10-20=-297/ 69, 6-24=-295/71, 9-20=-994/ 353, 8-24=-1010/336 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates tire MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 26-7-12 Edgy i. 6: 0-6-O,Ed_gej.,j28:Edge,0-1-8], [29:0-1-8,0-0-121, [3C CSI. DEFL. in ( loc) I/deft L/d TIC0.23 Vert( LL) 0.56 22-23 562 360 BC 0.46 Vert(CT) 0.77 22-23 409 240 WB 0.61 Horz(CT) 0.12 17 n/a n/a Matrix-S 4) Refer to girder(s) for truss to truss connections. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 5x10 = 3x3 II 13 14 15 16 19 18 17 502 = 4x8 Edge, 0-1- 8], [19:0-6-0,Edge], PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 205 lb FT = 10%F, 10%E xxra} nsceewlgfh;rne. lk'1 IC]ile}}ES;"Si-i";;eEU:t tinl}1:G10177JNS' "uY; itl'il;ii[1UKEDSkidr bx. and!kup wexwa; reled erxc m'Ms::n:0esge ha.xii;p8: eel!x eaNan +. IMN dI.Pi. Irhe«ie tYn ene hies A"—Amm.e 180. eA. m Acweeex exut, lenkn«Mlk p'xee s!E. As I ,-lets Eyaex .im, !!;yaex:.M+rkww. P,reye;rxtmxremen of eeKM;.ae «Iwelaq.nmouaLnM MMty!e1lAe snpe l hlvxewhet^tl«I•rNx in... Ik h,qe n;.epw: 4ety :eNem,. fxaknn Anthony T. Iombo 111, P.E. wl edlp;SIxwti+.Anq!e+e q«uxim JNeC ep. fie ee", eAx, N qe ex M{«dry 6rgw.x IW~NF.IIf xe lxxiq Wtgre eM:etlle9x. All «x tx wex+x ljy Wa'tN . eeE pMkro 1Mlxikq'wrwex tdae 1pxxes kll. pEn«e ll wi .tM rlkpeeN l.,ew M-1/et.nRe.t.p,Mhlirt aJ Mxt el Se Aan n grx..ln. Gtyrlq,ew eN'1rh MxNef*x.:.aet. $n } IW wN MwIh 1(IMyi 1plel qM+a aHKp+xi nhA. :At tlrt. Dnr Ex«e!ua; ht l.oaq kelgxe x ni }!SIle Egn«.dwe 4xldq. A.gMimf lt<a: •tnh4eN x..n 1. 4451 St. E. JCI£ 61Yd. Foil Pierce, rl 34946 appi91il"1916A 1 Roof Imssec AMhany 1. (ewho ill. P.E. tep olonlae et this dotemem. ie oey form, Is p ohAdd rilke.1 Ike erudee pelmis'Mm hem A I Roof Irrsus Adhaet t lewho IEI: P.E. Job Truss Truss Type -- Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL09G FLOOR A0038697 Job Referenceo tional 0- 1-8 ti t — 2-6-0 3x3 11 1. 5x4 .= Sx10 - 0 1 2 25 24 23 5x8 5x12 Kun: os.ziu s i May Its zults rnnt a.z1u s May 18 Zu18 M, I ek Industnes, Inc. Fn Jun 8 15:36:36 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-HOVrg4 WuOD5fbLGyPFoj7oH6CUfbThADRSjGBgz8JYv 1 2-0-0 1t 2-1-12 1 5x6 5x6 = 3x6 FP— 3x6 FP= 5x8 = 3 5 6 7 8 9 10 22 21 20 19 18 17 3x12 MT20HS FP- 3x8 MT20HS FP--- 1. 5x4 SP::- 1.5x4 SP= 5x10 ::= 5x8 = 1- 3-0 MSH422 6x = 1 r12 Dead Load Dell. = 114 in 804 -_ 13 14 16 15 6xt2 5x10 26- 7-12 ..------_ Plate Offsets[2:0-5-O,Edge], (4:0-4-0,Edge], [7:0-1-8,Edge], [8.0 t-B,Edge], [11.0-2-S,Edge], [15:Edge,0-3-0], [17:t)-4-0,Edge], [19:0-3-0,0-0-0], [22:0-5-O,Edg f23: 0-6-0.Edael.f24:Edoe.0-3-01.125:0-1-8.0-0-121 e], LOADING( psf) SPACING- 1-4-0 CS1. DEFL. in (loc) WellL/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.61 17-19 519 360 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.84 17-19 376 240 BCLL 0.0 I Rep Stress Incr NO WB 0.89 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP 2400E 2.OE(flat) BOT CHORD 2x4 SP 2400E 2.OE(flat) WEBS 2x4 SP No.3(Flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 24 = 1245/0-7-4 (min. 0-1-8) 75 = 1817lMechanical Max Grav 24 = 1245(LC t ) 15 = FORCES. ( Ib) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-4934/0, 3-4=-4950/0, 4-5=-8106/0, 5- 6=-8106/0, 6-7=-8106/0, 7-8=-9237/0, 8- 9=-9726/0, 9-10=-9726/0, 10- 11=-9726/0, 11-12=-7559/0, 12- 13=-7538/0 BOT CHORD 23- 24=0/2722, 22-23=0/6774, 37, 20-21=0/9237, 37, 18-19=0/9237, 21- 22=0/92 19- 20=0/92 17- 18=0/9237, 16-17=0/9356, 42 110, 2-24=-2955/0, 21, 2-23=0/2417, 15- 16=0/41 WEBS 13- 15=48 13- 16=0/37 71- 16=-2241/0, 4-23=-1969/0, 2, 4-22=0/1446, 10-17=-328/0, 2, 7-22=-1720/0, 7-20=0/342, 11- 17=0/40 8- 17=0/113 8- 19=-282/0 ced Floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 1817( LC 1) 5) Required 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131" X 3') nails. strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Use USP MSH422 (With 10d nails into Girder 8 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. 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 +Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=-7, 1-14=-67 Concentrated Loads (lb) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 222 lb FT = 10%F, 10%E e° uq Ywtr aurWrrnx.M't:aY.irS4ES,"4E.Y',.r:AEltt l;ZwSt:uaBt69at;uM,'W'!1"A[[iJaiE86M?Y"M». tnfi kr..IrtW!e: MIiM M»tNMt'miBe:gt knw DP'MM Wkar' its. k.l;.hkm!iAtP lrMe•H. ib9Ni NenN CttM NM1. Mh W tnreM ikk trAkxNEx 4e'xk.r/. Aitl k:w'.aMerr yr,xln ;tpnx °e 'rain E:4 Yeuetwn.glwext. pdetixw: rynx'M^nlwsiMm kl as kxpdne apk :clyaWrae 73i ad.»M n!.hksgenin1lra•. beMl ,rl4r:. ,.+akan M tdmlll. kr GONry:i9e a;Mnx k.dMC Be .n Mn.:NgexnAri.apw Pn.xM:ee'.rdtrlH,,arlCrartexdNxaxO;NrM K-1 ttlgktnldMlSPWarki/ IrdMlnt aaApardptfnllr.xsnbirMkl'eplkaltM:Y.MwAhk Anthony T. Tomtb li;, P.E. x s uy a,Ip a rx .w. An rkc xI m» ar 7ec tN nr .- W rM+ea, d as t»xq warm S.hEr MnxMt 1;tr pthwl t a re sat ,etxwN to pr;rt taw.rr. m.i edxe, nr .:w,nicxn.d a»; d ar r•,,: k,.,.n. ,,,s Denp Ftimn IN'nr, kndMxn, xm:, = 80083 tnn. ark!xNv.trad,p.dgr»r:.ti,IwMt v.N..k I?!-, tnkxEywedr.t.•lew. At 4451 gad:,Nln»:ernkMk»1nl S[. Lucie Olvd. Foc' Gierre, FL ?4946 aptrigEt Y016 RJ foal llatteskrthaey (. lonla lll. P.E. (apla/ani°aaf,kis doranentaa oap tarn, ly plo6ihaed xi,kanl the »Imes pet nissiaa lmn AI paolhnen AaMapy 1.6n0o III: P.E. Job — Truss Truss Type Qty Py RYAN HOMES / SUMMERLAND WRCSUKL FL10 Floor 2 1 A0038698 Job Reference (optional) Al moor f russes, Tort Tierce, r•L 3484b, aesign(galtruss.com 0-1-8 FI F- 2-6-0 1.5x4 II 1.5x4 = 4x8 - 1.5x4 II 0 1 2 3 022 21 - e a 19 3x6 = 3x8 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:37 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-mC3D1 QXWnXDWDVrBzzJyg?pAWuwgCARMg6ScjGz8JYu 1-3-0 2-0-8 2-2-0 1-3-0 1--1- Dead Load Det. = 3116 in 3x4 = 3x6 FP- 1.5x4 11 3x4 - 1.5x4 II 3x10 3x6 11 6x6 = 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 = 1.5x4 11 3x6 = 3x8 MT20HS FP--- 4x8 = 11-9-0 11.9-0 _ 84-0 - 4-0 Plate Offsets (X Y}- [1:Edge,0-0_12]!_[2 0 3 12 Edgej, [7_0-1-8,Edge], 2:0 1 4 Edge], [14.0-3_S.Ed a [16 0-1-8,Edg 19:0-3-12_Edg _L2L0-1-8,0-0 12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.45 17-18 >525 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.62 17-18 >387 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S I Weight: 101 lb FT = 10°hF, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP 2400F 2.OE(flat) BOT CHORD 2x4 SP 2400F 2.OE(flat) 'Except' 82: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 12 = 1094/0-3-8 (min. 0-1-8) 20 = 1094/0-7-4 (min. 0-1-8) Max Grav 12 = 1094(LC 1) 20 = 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/0, 3-4=-3490/0, 4-5=-4568/0, 5-6=-4568/0, 6-7=-4568/0, 7-8=-4080/0, 8-9=-4080/0, 9-10=-119610, 10-11=-1108/0,11-12=-1196/0 BOT CHORD 19-20=0/2054, 18-19=0/4295, 17-18=0/4080,16-17=0/4080, 15-16=0/2840,14-15=0/2840 WEBS 12-14=0/1588, 2-20=-2271/0, 11-14=-251/0, 2-19=0/1588, 9-14=-1817/0, 9-16=0/1475, 4-19=-890/0, 8-16=-490/0, 4-18=0/405, 6-18=-424/0, 7-18=-145/890, 7-17=-334/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard xcdq Knse duxyM. roue lu'41F]fli]SSiS('i[IIEI'i 6(rlAi rtld5l (lg11095rdSl]x xT;lCMf'aiLaidfr'Ina.lertlr kup prMdnl WiW min mlxs l•n: Asap oixntR9;Waa lMmyi leal, N.11. Idmeme Slee!eri e rse adn:dkrn+e dad nlle ioo. m7 Wilk nw:M pfrted.Mre/MTh Tool, ",,14A:e:rn:mllfepm•ue.Sp:uar te}mM.d+udn W l@0psetl n enepaxr d lk PA id tot—1 Mfirst dN'",Nis kpnN re ae for, eeh. W. 141 iM kup."" low":manm_ nndlary Anthony T. Tombo:ll, P.E. W ned°°rt yrq lalMli+Mrtym:IWMdIk].en ae0ew'tefor7eNepd,; lk lr,inq oe+ipY,ank rxundltil x'.Mx;Wde Ynl Maal:NeNp4i'1e p ddde?ooWMhrNedAfims.alraellW4y.tx:tp ml•II,hnWknst tul.MMenyaiadMd :80083 ael a an W rnn tl »r„.w.,n lroWlxpxwr:W#dd»+dn anayer .p Nml,nnm eu;px+we I: W utn,;dn nNxpndpaw, TVIsm;u.nfo—1 nMeowelk NiiNut 1m,A,pupm.1NlidIO",. —,u 4451 St. Lucie Blvd. oareiN ida,lpeied^M yreN,peuwaaq ly dl pros u,d,te lee lnu fuu}hpkul eir °e twNry Aupa,ml .+Snroa E+tumidmy lnlip All cq:M:tN*s+ar nitlaN°IIIJ. Fort Pierce, FL 34946 opnitht V t016 A I Roof I mses Wholly 1.Iombo III, P.I. teprodonioa of ibis lommeni in ally form, is prol,ibind wifhoalthe .rioeo permissiea hom A -I toof I'me, Aalhane 1.lombo 111, P.E. Job — Truss Truss Type - Qty Ply :RYAN HOMES / SUMMERLANDWRCSUKLFL11GEFloorSupportedGable11A003y8699 Reference (optional) Al Hoot I russes, Fort Pierce, Fl- 3494b, aeslgn(ipaltrUss.com Hun: 83.210 s 1 May 18 2018 Pnnt: 8.210 s May 18 2018 MiTek Industnes, Inc. Fri Jun 8 15.36:37 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-mC3D 1 QXWnXDWDVr8zzJyg?pM Xu94CLkMg6SgjGz8JYu 0-H1 -8 0-8 3x6 FP- 3x3 a 1 2 3 Ti 4 5 6 7 8 9 10 11 T212 13 14 15 16 17 0 35 o 1 iT+S,1WivV ililllimis V V•M'•t,'{,1 t•.aU'•:A-.... '1W::t,•.i,.h',\.4,-. ... .U„\\,?.,.. •...,n M,n.\., v::: o v o 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 36 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 BCOL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33. 32, 31. 30, 29. 28, 27, 25, 24, 23, 22, 21, 20. 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1-8 1-8 i U-U-12 CSI. DEFL. in (loc) I/deft L/d TIC 0.09 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 18 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10%F, 10%E Ynq Y;wn Sewy¢I,:nu. pe'i-.d I ItlS.E., :C r.¢FIAE I;NtSt:GMit491tt:C1':k:'IUUff"; ¢(A¢p EIDsV31T 4e¢. rn+M1 ksyl lYanat WPM Mnwms fi+ss help ptr q;1UP;MbrNr.i IuMI€.r;.lrterrca+Saes kMe.se. ':Mr:s o!srn„sWN wfe lhll.wk x'el taw,er lhk+tWl /e nNEx tM?alhhtkN R,fl ;de.w:pwer 1 +w:+IR E1MMa:.M Mnsi t60 nw,twurgon,edMMrMtx¢r mp wly esp,wf¢. h MktMda, uryk. IgMNwme ihp xl. .Nxr :nl Iw kxp n;.ot••mr ><alq wR]ns.:.¢r4¢n Anthony T. Tombo 111, P.E. M rdM L. sN .. k Ya , hxnM+!xx,f w.a ex'swllu MgMxk,k.Ry!gx, xlu r rrxaeltt.MeNMd MMeM:rkW Mi.MYdse l9Qwwtlk dMl t.«I.Ny NNly. slxaK :srw wknry,wlNMawsWl t m l x dWu*nwl Mrlir III was IM roetot .4%P— wlr.49—ImM:.4kiwymwSfil.Mu+Mw{SI.piMtMh.11WSkf :dr Nbpw 1piMte tttlNhnsnr,e,p¢sndn+nMMn tl.'+el.t,:„,", '.t+Dow5„„,N.,,;,w0w....4„ - 8. 083 Kn• nr leie:NhrSM,zl ed.p+r•uyn o'trhe: dn1..NLs+["TI -.Roi It, I.W l&:yw..r n.Snk<E.w..dw!Ndky f sulNl+N h a n:, rsMwin'M I. 4451 St LJLie Blvd. For; Plerce, Fl. 34946 pyrippi+ lQihAiR¢ol lmtwt AnlhNO lombo111.R.f. Reprod¢tlro¢o}this da¢moni ip¢or lmm, s pl¢hihiled xilha¢I the.Imen p¢mnsio¢IromAIf¢ol lr¢uet Antho¢ytlemh¢III. R.I. Job Truss Truss Type Qty Ply HOMES / SUMMERLAND WRCSUKL HJ6P Diagonal Hip Girder 2 RYKN A00387OO toot--_---- Job Reference _(optwna0 Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:38 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-EOdcFmYBYrLNgfQKXggBDDMMAI MoxoV WvmCN FizBJYt 1-5-0 7-8-9 1-5-0I 7-8-9 2.83 r12 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 4-9 348 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.26 4-9 360 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required l cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 171/Mechanical 4 = 81/Mechanical 2 = 340/0-4-4 (min.0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 116(LC 4) 4 = 79(LC 5) 2 = 302(LC 4) Max Grav 3 = 183(LC 19) 4 = 131(LC 3) 2 = 406(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3, 79 lb uplift at joint 4 and 302 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 Ib down and 57 lb up at 2-1-0, 73 lb down and 57 lb up at 2-1-0, and 38 lb down and 50 lb up at 4-10-15, and 38 lb down and 50 lb up at 4-10-15 on top chord, and 55 lb down and 12 lb up at 2-1-0, 55 lb down and 12 lb up at 2-1-0, and 16 lb down and 45 lb up at 4-10-15, and 16 lb down and 45 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=114(F=57, B=57) 13=-9(F=-4, B=-4) PLATES GRIP MT20 2441190 Weight: 26 lb FT = 10% WaitIMre Mr,gtl.rn-etk'AItic, nziis'it:IN't HMl; tHAS t(Dttd11CuS owit Awl-,i(inm!rANI'I-c. iwAt kuP prw,r-sWrtd ain arts i n!Oes+p 3rniy;RR el gdAAar l Inn-.tI td-Ml se.!stso,u, WIt,ioWn-C-elaM IN., 141ei; ww!n tro sera :NMA!nDup.Md. Ale;rn!lio"I"— -w "so, 0. hpl"tol-a.@D,trro--o-t,In,pAnsew nrun7greywvNlnr li, 1% filfeM says fl.; er{xdp N IN W! kIM.I. MMmp n!rwii,n .q/vp:nwnrl.!wIWM Anthony T. Tombo lL'', P.E. N ned e!I: ti•a•MN-ii!I-eyxvWlhdwe+rn.MO.ai!wvi!Nrp,-uib lwldnq Ues px•.afk:wwn Alw lt(. Sr U;MiM W-Mlai Me aA lMl. ih gprH:ilk'OB eN a. nNe na Min!!.wl.M laeNq, nrgr o!MIMwW M-i Arl: Hip rya.uland s80083 neMyrt ksjee• M[MM-.An-as,e—fle 106aid 1pp-rmWMaMq :?W.,oft,(apn,eStlwilxY.-mw%P"0*4"IMWSRAnr:d-,-KIP.vP.4.,.WIM.;% 7"Mh" -weMks0n: VI.hvp-.I.-U!riepw- sllrtu YAhmo. osmi lr.'-u ls0-dtYe:otm epW,>tiw mnq 1. dl tdnas i-e,er neins!Gs PEgnew nlcl Ae twN-t Qe!y-,..0 I. .: SI's-M Eapx-tar wlAq ulrq!-e.,N M-!n,nlehN-Ills 44$1 St.Pierce, Lucie Blvd. tort Pierce, FL 34946 oppipht@l2016AIRoof hussts-AnihoeytlomhoilLP.l. teproklionolft' silmaent,inday lam, isproh{heedwithomshewrittenpernissionfrom AIgoal Trusses AerhonvLlomballl,P.I. Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND + -- WRCSUKL HJ7 Diagonal Hip Girder 5 1 A0038701 Job Reference o tional _ w At Root trusses, Fort Pierce, FL 34946, designgaltruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:39 2018 Page 1 I D:?sOQvl I zBGko2h FpRYibzzzOpep-ibB_S6YmJ8TE Sp? W4OLQIQvabih Hg6Xf7Qxwo9z8JYs F 1-5-0 4-6-5 — -- i---9-10-1 1-5-0 4-6-5 5-3-11 ad Load Dell. = 1 /16 in th N Cal 2x4 =_ 1.5x4 11 JX4 -- 5 F _._......4-6-5 — ---- 9-t0-1 a LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.13 6-7 >907 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.04 6-7 >999 240 Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 164/Mechanical 2 = 541/0-4-9 (min. 0-1-8) 5 = 341/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 4 = 117(LC 4) 2 = 238(LC 4) 5 = 77(LC 8) Max Grav 4 = 164(LC 1) 2 = 541(LC 1) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1085/306,3-11=-1030/307 BOT CHORD 2-13=-402/1030, 13-14=-402/1030, 7-14=-402/1030, 7-15=-402/1030, 6-15=-402/1030 WEBS 3-7=0/287, 3-6=-1068/417 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 238 lb uplift at joint 2 and 77 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7, and 71 Ib down and 98 lb up at 7-0-7 on top chord, and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) nwwq nnullxtrin. mnetk't t04tf10<S3(•i[iltl ;6(ayA ants e4Aancn (7SIJM ItR1'(19GY•,t0igr'I.,ve'drkin, tWrW"WrW nor, .NiI..")'SrN-4:1[c W4t fowl inet. 1! t(. Idwexr Skn edxe n. Odn:dk uu ad,InM@P. a^t 141H; m.ebrye. w.knNhlhlnlnkrdd_ {:t7rs1Ors4tftpMe fl.Ste:ldlttlPNx;.nlMdnm1100npeswsnwrWm:tdnepWssltwtyax.ynsptsdNMyrIn'{tdMset! r..st.lrts,lxnrlODwhxMtwl.4lnlpnue4n,n xyy mwmn.sraNiM7 Anthony T Tombo ili, P.E. Wnrdis1A,n•Iw4igisOn spaliwn.dlh,1•mlklklw4"Ou4n-:.N."ydlaftt.mVAla,IndA."WWtrfl-le r:dINMWw.fullttn,rmrs.nlwgka*4smtp,e.nndy.WwwelwkSAS nrnwgvd =80083 Mtvkyy Oes4x arfmu tt: Tees se. eaylk 100 Wlk pwnnsa/yxl,Nusdne gllPq fwpwm SAen tv4wm .t(}f p11n1Nhl>IN}nA xe dxtxta'w lank pdttu. tY-I paal lr "pas,Nay, t pixs Jgelrns Orssp.rt.cs 7.s:pir}ae st r..s t4sa.n x. sass U—tdiet 1, e:ttmf yreM wtewrht tt dl pnminmi Ik lost 0".p f4—fsIN k Went ks4.x.. ,1 .s S,rewi.p,u rar"At . All Snow rwyes a[ is 10.4. lnl. 4451 St. Lucie Blvd. foprrithi 0tDld AI taol Lasses Amhony 1. Tombs III, P.[. Reproduction of thn Jrun oem, in ony tern, is prohibitedwiMom the wines permission from A tool trusses hulhonr f.lonho III, P.(. Fort Pierce, FL 34946 Job truss Truss Type — QtY P1v RYAN HOMES / SUMMERLAND WRCSUKL J6 Jack -Open 10 1 A0038702 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:40 2018 Page 1 ID:?sOQvllzBGko2hFpRYbzzzOpep-AnlMgRZ04Sb54zaje5sfleRoo66yPi oM4hUKbzaJYr 1-0-0 5-6-0I — 1-0-0 - - - -- 5-6-0 — - - ----- 2x4 Plate Offsets LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(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 FBC2017/TP12014 Matrix -MP Wind(LL) 0.07 4-7 905 240 Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ _ REACTIONS. (lb/size) 3 = 140/Mechanical 2 = 283/0-8-0 (min. 0-1-8) 4 = 72/Mechanical Max Horz 2 = 100(LC 8) Max Uplift 3 = 79(LC 12) 2 = 11O(LC 8) Max Grav 3 = 140(LC 1) 2 = 283(LC 1) 4 = 99(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Ewo," nero Y."Itij—'r.-II tic, IlA:Sn i[illrtsn:el; rN0.fA('KM'IItIM1 f'l;1JY IeTl;Ain[e?ip:YF['Ix•. terifr6sy I.—, WtW+Yetxl•, I.-3n, B-,JtC-r.1rA., llyWiPt.to— Wx¢e+re e,, vin'4r 11 wM«Ik 10. On Wiek:tmxw taa iklikxtlW nt 100nerao. isrltxs Deslp fepmx }e. SparEt{ttr •e ua to my rho,wnro, to Yrtipxra M pont,WW.4-1"'t-Wm v w#.V ooe tap 1,twol x At 100 tot. W. IM I.'it Wf.-pon IWap<ommm:. txxhln Anthony T. Tantio Ill, P.E. Wmdool1-*m,txYqltnererom1dtWOro ].en.pe0++tt`zntSe."4"t.neMipqOtxpr4%:"vOWK.+R;WMWrr,",WrWtRl lttlk"rOlmlDWwtMN,ant?m wN4/Wnycnge.melMwWkxgAN' u4enspp ta tm0 80083 M krYq 9n a WtaFx4r. lF met;xmtM100Whr Nxmn WyxlaYn aqe ttOlq(xtµuY Wq'nmm Ytf nW lreN IMWSx4 xt relxntlY letnt'pdwe. Itl mnx, tr ty n.4trrs rel.mtY le l n:Ortya.l M; A,p Egsn Ml rliown;Mx. wn, 4451 5t. Lucie Blvd. eYernulaWllyt:xfxl yrW nnurrmq lydtxM, ardtel Ile lntt Oesrpt rgam i,A:i t4 t•Yq Ortgtn,xln;s SYma gntx e'mt t.aW tll ceo:MUN Wn xt et tehteal„I. Fort Pierce, FL 34946 oppipht 0 7016 A I Tool lrtritlt Anthooy 1. lombo ill, P.f. teploklion of thil dommee4 in troy form, k prohibited xithettOrt xriden pmmiwo hom A-1 tool Lotter Anthony l.lombo lll, P.f. Job — Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND WRCSUKL J6E Jack -Open Supported Gable 2 1 A0038703 Job Reference {optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:41 2018 Page 1 ID:?sOQvllzBGko2hFpRYbzzzOpep-ezJktna 1 rmjyh79vCpNugr_l j VVg88nybkQ 1 s 1 z8JYq 1-0-0 5-6-0 1 1.5x4 II 4 6 5 2x4 = 1.5x4 II 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC OA4 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. 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. (lb/size) 5 = 30/5-6-0 (min. 0-1-8) 2 = 185/5-6-0 (min. 0-1-8) 6 = 273/5-6-0 (min. 0-1-8) Max Horz 2 = 98(LC 8) Max Uplift 5 = 14(LC 8) 2 = 79(LC 8) 6 = 95(LC 12) Max Grav 5 = 30(LC 1) 2 = 185(LC 1) 6 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-209/315 NOTES- 1) Wind: ASCE 7-10; Vult=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5, 79 lb uplift at joint 2 and 95 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% N." Nou".."b •t,rt. M'A. I0f19SISj S(S C.eia;lu liNlS lrie7lWMS:r,1GM'INII"-hltOxt(66x:Ir'Ae ynd. ktpe. pxlANkSWleei M{w+Mt'i.,s d:4eknu1 10!d Me U6w+' IueN IF.1'.. idntxe ileM yNae eu 3a4se dax•u:IMMAt idU xh w: At.MhIMM+1edMnahr ee'MNra A;l ipt :e.. Shea+. to M. nesw., tda yl:rnr,aMte/an ka nm,:a«p.xM,sw*wneasq.aMUNx,Wra.wt^x(t.wt!n t„a,...r :.wq;wmxt. ,+rt.,n Anthony T. Tombo 117, P.E. t w edmtin:w. A xy,x w.ra ndMtwr w:cagMMasA Ry+yw.Mw:MbnaA N. kR wt9 xaawtww R tagMwdda 13 w.,mx t dMlat xwq,raq twh nmw..ak«MltMuxa ewwdnd z 80083 m AMMllMupn wl;uama inwa,m ae t6E wAM u,. w11MMwn dAe M ka1niew, aww. cuweaal IlwSpl :kn Nb her,N p.ew to NAw Mu,hlraArMMesdrot iwct 4.cyw :tn: h:y, (gma e(nu tlrda?xe alert 4451 St. W;ie Blvd. tdN.k 6dne11}1(MapltfeN Mies i.lyhe pwt wlha Y'nt Pn*.fgeeM it eO At11Hq k;yM,e. n, Syslee ryiamd r kdpq iJ tgM.tN W.t •tn~'I'Ml Fot1 PIerS(?, it 34946Z apgng t t 2016 A 11.0&nw( Aotleor 1. Iam1a Ill. P.1. let.odaaloe of A." d0owtao eat lotm, o ptnh Wed wig w t e mines pe mn -a Iwm A I feot hwet Anlloey 1.1an6o III: P.E. Job — Truss TrussType -- —— city Piy RYAN HOMES / SUMMERLAND WRCSUKL J6P Jack -Open 4 1 A0038704 Al Job Reference_( optional) Al Roof Trusses, Fort Pierce, FL 34946, designrr altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:41 2018 Page 1 ID:9sOQvllzBGko2hFpRYibzzzOpep-ezJktna 1 rmjyh79vCpNugr_y t VPk89EybkQ t s t z8JYq 1-0-000 - t --._.............._-...-.. ---..- .....-... -5 6 U-.._............_..- --- -. ..__.-._.-...__1 2x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 4-9 >546 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 4-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required l cross bracing be installed during truss erection, in JaccordancewithStabilizerInstallation REACTIONS. (lb/size) 3 = 130/Mechanical 4 = 61/Mechanical 2 = 304/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 85(LC 8) 4 = 53(LC 8) 2 = 204(LC 8) Max Grav 3 = 130(LC 1) 4 = 92(LC 3) 2 = 304(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=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 ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2. LOAD CASE(S) Standard ltanp piles, Xanrm.snn.ne'AI mf nim^,'i[:tFY:6FAiLL nIXSt(tY111CAS r711,X. {k7'1'; AitACP;i3ittfA Me. tree Oar rennin Wsw.arsnXrt Tansksy)-N(IM"writ idol I Ix49.1L1dnene Skikq•eeu YXxsok•.ia 0"mk 100 W, l4ler;aeeau Ms;NekeW M141NlX4nne A: .ns knp fw.rl , Sr:ner Egmt<;, he it.n ll ".mts m earwe lim rXnred agar.Np rtyns4epr4Mks:pdne cyttiesseee:rm0%too nh.aenihl':4le:;p auepee.. nen q;rrom:.smelnrr An' bony T. Tombo; I;, P. E. t wnens'isI.."WmnrlsnesreuM41itINP.w.Ik0.r",~'wWoe,et""ksitw..itmaer'te.n.1,lK.6M1.9WitjAWIMITk@Wilt:0t4'.ABw ea him exdRefnes.r:h4gk*4swort"IXAwewbf-Iitkna aWs!nit s80083 re hnapBess: wfeeenu AV ttlw. R wlkraomae rneemis Jim hnpp(."-Seeley n'a Asp, ell of TM.WWAne:daenW'awn rrmeae.IKIX4e.la.espn7aaes 9 wsatoel:as Pura lens Aet{sr elf l n,r wwaeWs efrnu Miwge". eetgwepnrimpkni Mss aecnel. Ik puss 6es p:geex is eft pe tnXnr kcpen,al ss Saes Egeea[Nwap Au iepmael o,u eedad neelpl. 4451 $t. LY!'le Blvd. Fort Pierce, FL 34946 npytipk $7181A A I Rnof Gnssns AnIkuy i. tomho III. P.E. leptoPanion of this Ao(omem, in oey loth, is prolileed aithen the srinen petminioe ham AI Roo( Ifesses Anthony L lomlo III, r(. Job Truss Truss Type TQtY Ply RYAN HOMES /SUMMERLAND WRCSUKL J7 Jack -Open 1 A0038705 Job Reference (optional)_ At Roof Trusses, Fort Pierce, FL 34946, design(60truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:42 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-69s647bfc3rpJGk5m Wu7N3X09vhgtcUSgOAbOUzBJYp 1 a0 - -- ._......... - ..__....._...--- -- 7-0-0 -- —i Dead Load Defl. = 1/8 in o o c%a N 3x4 — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.10 4-7 >823 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 4-7 >349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 4-7 >399 240 Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 3 = 129(LC 12) 2 = 99(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2. sruy.11nn Mn.plr rr•nr Me•AIIJCr 11Y SiS i•iFilE!-r 6(IEn: fEEMid("5glltel (eS1uN q7'I A:i101f;(?SNltli INe. ieAt Mtyeptetlen eliM uMt re tart l:.tt resp N,"!rw, W Me Ad., l Toth t.II Ed... 4.1 wo, nr. Ydn: Ow.." Out! u. Me IOQ. my Wlti;we:nr lRt WiNnNldht90Mat •WI. 4:e`rnaeenplpeett esxiWr Etpaw; as vtlhe!ehh•rpesentetrcegtaedtwpdatdad xrarenq rtytasiHlM i pt ks:Fdllt a+yet rtltl'dNNMI ah. WxtKI.;Y en4+nvepnlc ll/e1:aMnM4.amtliNry An'hony T. Tombo l li, P.E. W deci:'ttLmlmllmlb4ernleerddmdtrh.er.IMO.aicanr.Wep+leahMNxr&ter::sh!Mendnal!(.bSalgeMdlrM+{WWIKI.'h4WnrEdf*%WiA lW 0nt•.e -t uuul"d4s-V-11 "-k-ol:w:4rurty-130f0 z$0083 detWkt{m•ew(xmew tl;. st faa«rblOpMrupol e:W(nklxetdM{xlnq(typem Sden laT met x,r plNfYaMINWWAperdMunGatpwti !Mae mlershtfe•eslem3daxrWlmeadbbn:De;yai l nf lesp EnpaarWbnswade!wn.s 4451 St. Lucie Blvd. 41fr.lu (dMN ev e.q'M epW gMRxmlgkdl pert; m•Ned. IItIMI(Y4t11!.Ypllflf eLi fit td'dul le{4ed,N1 `.f ((511E9p1eNfsr Wly Ali em:olnst+wma men ldaN ram!. Fort Pierce, FL 34946 Qpnitht 401hAltoolhuues Autheq•I.lomhe111,1` . tepfodacli000fthisdoroment•ieenybum,isprohihBedwithout thnwrifleepermission bon A -I tool busses AsthonylA mhollU.E. Job — — Truss — Truss Type Qty Ply RYAN HOMES / SUMMERLAND a A0038706 WRCSUKL L01G Hip Girder 1 1 Job Reference So tional)__-- --- .....---..._-....... -- Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:43 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-aMQUITbHNNzgxQJIJEQMwG39uJOycl bF22v8xwz8JYo 1-0-0 , 5-6-0 4x4 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 107510-3-0 (min. 0-1-8) 5 = 1075/0-3-0 (min. 0-1-8) Max Horz 2 = 35(LC 8) Max Uplift 2 = 782(LC 4) 5 = 782(LC 5) Max Grav 2 = 1075(LC 1) 5 = 1075(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2325/1680, 3-19=-2173/1632, 19-20=-2173/1632,4-20=-2173/1632, 4-5=-2325/1681 BOT CHORD 2-8=- 1548/2156, 8-21 =- 1565/2173, 21-22=-1565/2173, 7-22=-1565/2173, 5-7=-1534/2156 WEBS 3-8=-209/361, 4-7=-213/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1.5x4 11 3x4 5-6-0 15-74 5-1-8 Dead Load Defl. = 118 in 4x4 N rn I CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.99 Vert(L-) 0.23 7-8 845 240 MT20 244/190 BC 0.81 Vert(CT) 0.22 7-8 883 240 WB 0.14 Horz(CT) 0.05 5 n/a n/a Matrix -MS Weight: 64 lb FT = 10% 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 782 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 232 lb up at 5-6-0, 70 lb down and 98 lb up at 7-6-12, and 70 lb down and 98 lb up at 8-5-4, and 215 lb down and 232 lb up at 10-6-0 on top chord and 127 lb down and 186 lb up at 5-6-0, 52 lb down and 76 lb up at 7-6-12, and 52 lb down and 76 lb up at 8-5-4, and 127 lb down and 186 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=-168(F) 4=-168(F) 8=-97(F) 7=-97(F) 19=-70(F) 20=-70(F) 21=41(F) 22=41(F) tG: aq-qnu 11a1gNrlr!e.fk'AIUCr IMJiiJY,"iltllCj 6EAHAi Inc oAtAuchs(vuM'.9H7';A:elOf;35MEAI'Jxa. laM kap llrMYersWasl aUtant Jmtk }r.9rany{f[@we lk Ad.,I I14o9.If leMea<Yk!ko:•r et Wd'!dw—wwalk ICU. iaf Mltfi;pM'x1 F'R M.k1iNMhIUD Ilkrele. 1;11rRt Ultgp flpllM 11 Sx:Narf1(IkT;LLllk mr lAa'IJISSMtCYUNntI IfMNAtt1NM lrykk lly r!tIM1Ae1ry a'nl lftya d Mtapf hnl kpkl k V lWl hwlnl. NtM."151MJa1C.11llaf lkank:. tlaNle'r Anthony T. Tembo ill, P.E. p...f%II .tY pt+layntk ryl:ikn. flpeCnn.nlC.wla.k*karae[ke{axw BluKl=.:Itk:kaaxly ItLV4.wme laal /nM'•F.W wIRI. Af Rx wYae `UB IN kr MN eAMt'rn xIlMAMfiay t!al(1.nmo. w kaaq'tac k a ntlanJA.. a Y80083 No. ktlta.w[nt`ak: A6 ke .e laaMltm wart Nlnxl:wpolale Ntk lafeq Elayeee 411M u!a am i(Sf pHnWnrR aA SNA of MaexlAtrpMa wJlae 1RIkke!ar.eyaa ldl:wanntx. trt: Mtryla l:nr Uf+Eyrola Wfm;1iM1!ka. vt' 4451 St. Lucie Blvd. f31mu/11HNk1:.1txl 1pWgkawMyhtll rlrres inatd T.I-v"PEq ,ect Rf{a:larkupa al:s Srs=ea;IplM[o•r lamM. 411 mankbrm aletMW aIML Fort ?!erce, FL 34946 opnipMfJ1010AIR.allmsses AalAoayl.lamEelll.P.I. RepektiaeofJA.,Aammeat.ieealtorn,itplakilitel.4001the -PeepermissioahamAIhat ImIet-MJhoar1.IanAotll,P.I. RY MMERLAND WRCSUKL L02 Hip a, FL 34946, design@altruss.cc 7-6-0 83.210 s 1 May 18 ID: 4x6 .= 4x6 = 1.5x4 II 3x4 _ 1.5x4 II A0038707 e 8 MiTek Industries, Inc. Fri Jun 8 15:36:44 2018 Page 1 ep-2Y_tVpcv7h5XYatUtxxbSUcNmjQ 1 LUkOHifhTMzBJYn 4 7-6-0 8-6-0 15-7-8 7 1 8 1-0-0 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.79 DEFL. Vert(LL) in 0.23 loc) 7 18 I/deft 841 Ud 240 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.18 7-18 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 I Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ _ REACTIONS. (lb/size) 2 = 700/0-3-0 (min. 0-1-8) 5 = 700/0-3-0 (min. 0-1-8) Max Horz 2 = 45(LC 17) Max Uplift 2 = 460(LC 8) 5 = 460(LC 9) Max Grav 2 = 700(LC 1) 5 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/1742, 3-4=-988/1742, 4-5=-1 101/1742 BOT CHORD 2-8=-1526/982, 7-8=-1544/988, 5-7=-1526/982 WEBS 3-8=-313/211, 4-7=-313/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 ps(bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 460 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Defl. = 1/16 in 3x4 PLATES GRIP MT20 244/190 Weight: 59 lb FT = 10% gIMM Ikese gmrgY.,nu•Ik'4l IJL'flYSi?S'StiitCs 6la;lA; IIUtli(:ap1ICa4 AS1 M; m71 tt[I[1P,i"e,',gfNi Imn. ierdrk:ry,pudm Mudadnrl Imi lesp teeny RlQ Wne 19*11 lent a'.. it to...'AWW*,nr DA,: dk Mel m ne iDo. onr Nil k;mKnx to, lllM :NMnx nOgkdd. A:< ,beupflpmr.{ ..K:nar Elan;geudwnt lDD!ry, tMtPurtaaa;edmpdn,gml'mi—ot""oldmVN d"mdrsmte If- 44.0mgeINmDnfnlPI. Ikfnipnunina,.IMf1.almm:.,xMfry r Anthony T. Temba ;I;, P.E. Nedt,I.n 4 m.111yiclk sp,&ImdneTu.axn q'cml!faNytdegeMllatDnryw q;MnaMl1(.q,ry!a/geMil uge,NrNlal 'Ie ynnANe;ODaNa.aeN rdMm,,.u,1.pw}q dial. q.pr q,MlanaWkxq{,M'.gge eryaauMlwd » Tomb ' de{adgD enya Wiee"^xq. IN !waft MAW la pam,n 04 pith -file W16"foomm Saw,tre nln mN P01" M TAW WAm, rdxexet'm poo.: M,x If, IAM, l,r'e,µu1..M.MM"V*e1,.n. Dwper T.-k,.riq->etmf ftwd .wr! egehuleMN 1,e. a>f•efl ereN seanrmgrh dlin:n a.dnl. rm lnu &upl,gMmiia lhtq!bp De,pn.. Nlq.t Sl,na iapamraml ,ntMy 80083 All'"'et*—" n idaelu lfll 4451 St. Lucie Blvd. opyriphi 0 2016 A I left Nsses Af6oay I. lembo III, P.f. tepiodunioa of dis detumtD4 ifl oat loin, k proklided riMam the wdflea porm4voa horn A Roof Imm Aaihony T. lombo III, N. Fort Pierce, FL 34946 Job — Truss iTruss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL L03 I Common 1 1 A0038708 Job Reference jqptional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 182618 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page 1 1 D:?sOQvl l zBGko2hF pRYi bzzzOpep-XkYFj 9d Xu_DNAkSgReSq?h8Xp 7jz4wEX W M O F?pzBJYm I 1 0-0 16-0-0 17-0-0 1- O 8-0-0 8-0-0 1ao 3x4 = 8-0-0 4x6 -- 1.5x4 II 15-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.24 6-16 791 240 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.18 6-16 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide__,- REACTIONS. lb/size) 2 = 700/0-3-0 (min. 0-1-8) 4 = 700/0-3-0 (min. 0-1-8) Max Horz 2 = 48(LC 17) Max Uplift 2 = 457(LC 8) 4 = 457(LC 9) Max Grav 2 = 700(LC 1) 4 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1088/1734, 3-4=-1088/1734 BOT CHORD 2-6=-1514/968,4-6=-1514/968 WEBS 3-6=-628/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 457 lb uplift at joint 4. LOAD CASE(S) Standard Dead Load Defl. = 1116 in 3x4 = PLATES GRIP MT20 2441190 Weight: 56 lb FT = 10% Wl a ecxy IWuaxeym. reaee Ik'AIIJf'IYfii?S i[GfC; fiEbfik(rfldSl(:sgll%aS(1SIlx..g71^k(ncKEN1411-M*.-ieAt ld M Wrswrw aenmatln;9- 31nsy;Sf4 WMkdkar1 Iaek 5:,pLMaaxe Slee Ir •rne bdertdlr•ue ddNude 106. rh Illu(rre:la pee. SueueNWne fk6lk.da ha?mt Msip(spul ll Ssr:mnr!ywee`la urlu Wt{b!rpnmtumrtw:edlkpdnnrleymiy ityuual*r f'nr ln*edme tsk!! 1ea;lNaMtp6 Wewarm. llet:p tt+nylra.lkapewmus. t.aWh Anthony T. Tefr.bo 711, P.E. all desl:44miaWyitlk *.t.wlmdrk4.w.M0 •icpaxldyMrlk laWep ksywe, •tw;unad WnC.ri 4:wle Wd lalds Mew Rl 'k yindW'Ohwx!hd/etedMtmr. wleM RsNiy..uyr.lrmWaawka.{ALk M!tyaWdwd Ik{ nmtkes a r(eavw Ala sera*Ikl*DFa ll dingh. dleWily(rpuenSam kMagne:t(Y{wnac dhtkeu!gWkuerdaeae44pwMe le:lk'xeile"*t.Vm"Mhusel.l:,f!k,.Vw.l niktye4...IfntiN.W...-Ii = 900d3 eAe. rce ltaal ar s:etea yred rwa mnykdi lertx wdren. Ik lnu hsge;ynm it sft tx{*9sp pe;pa.*1e., .nt*cywadM1 Afl lagkN *•. ae a, Id'W attll. 4451 St. Lucie Blvd. Fort Derce, R 34946 opyrilhi 01016 A foot bosses AalAoey T. lombo lll. P.J. teplod"aioo of this domnlent,m*ny form, is probibiled airbol the trines petmissioa hom A-1loaf Trnses- Anthony 1. Tomb* 111, 1`1 Job Truss Truss Type Qty PIY RYAN HOMES / SUMMERLAND WRCSUKL M6 Monopitch 4 A0038709 r Job Reference,(optional) A i moor trusses, Port Pierce, I-L 3494b, aeslgn(maltruss.com Hun: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-XkYFj9dXu_DNAkSgReSq?h8g17gN4xgXWMOF?pz8JYm 1 1-0 -- I — - - -- 5-11-4 --- --- I1-0-0 5-11-4 1.5x4 II 4 1.5x4 II 4-4-0 1-3.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.29 Vert(LL) 0.05 6-9 >956 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.02 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 FBC2017/TP12014 Matrix -MP Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation.guide. REACTIONS. (lb/size) 2 = 221/0-8-0 (min. 0-1-8) 6 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 105(LC 8) Max Uplift 2 = 151(LC 8) 6 = 167(LC 8) Max Grav 2 = 221(LC 1) 6 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/305 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) R This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 167 lb uplift at joint 6. LOAD CASE(S) Standard iA:aq-NeAU MwAgAl. rnnrxe•AInL'Iti".izS 'iF'flfr:6llilL riAMSt(;apll[M1tU}1JAt my];JiAAiri;tUixlAr NfR.le•af kup pndm rM rM Mn xtrt l'rf: N:pr AIA,.a{;l[";WNR 1Mfryl I,vx A:.. tE.ldereaf Yn.efa-•e of Udn: aee+nr pddx4e l7U. xh WIA{;rx:ar {at sfd'x of h!af lAUa»fda. A;rhvAf Uevp fAyxa fr.SAA;aIn tA}em,.mudxx77GA!yntMtm nzan+dM pAlnuxq x{aee•fy!ryxuNlar Y nr Msy,dAe salk l..;t eyinWxblrA xh xb ti-I. 'dnf;p nrretex: Wtat;AWmx:. fRMrrr An`hany T. Torlio 111,;)1. ra fud Mt f.r krf lRN!nif lx. rt uMlln dae l.ra.aAO+fer'f Aar WyWl.rM MMq On!pa•:ab!uan dlM LY.•eex xAwan {ndaq;WeN tKI lA yin rdM!OD AM x MN nedMimf!Rim9y lr4vRq:a ye. afaAm«AW kxRl wt aar nywWn:f.d z 80083oflraatAAri. Ra [nrf fr AI'. xa -!xi Rlel 1pOMrM paxx M*aMxfNnA MIRy(rryAxp Sden hl•Rxx xr MN W9r th AM SNF me•duwWM pmr•w4Aux.R:Ik'atf te•etMm.#nn xf Fmfdlrl nt 0tu{Aff.l:'nf klf'iApxn WIn:4 AaM+•+rN. u+t, AOanuldax lr A.Axva grad yx a•ffaghdltnn mdrW fx tmrOtup `•y!xa ;r ACI {aaaA sf;yrf at .s!vrr 4-9 err W*4 Ill rmw"i a -as Rf xht" fttl. 4451 r. Blvd. For[ P`erce, FLFL ±4946 Gpyri101 r1016A'ltrelhrsset-ARMeryLirn6rIII1E. teplydenieAelt6itlArunent.innyfrrm,itproYi iledwidcrtthe rrineepermissieAhomA'IRoof irrua-AAMRArL1eArGrIII,P.E. Job Truss Truss Type — Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL M6E Monopitch Supported Gable 1 1 A0038710 i Job Reference o tional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 1-0-0 2x4 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:46 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-?x6dwVe9f ILEou 1 t?Mz3XvhsN WDQpOehk08oXFz8JYl 5-11-4 1.5x4 II 1.5x4 II 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation_quide. REACTIONS. (lb/size) 5 = 17/5-11-4 (min. 0-1-8) 2 = 198/5-11-4 (min. 0-1-8) 6 = 308/5-11-4 (min. 0-1-8) Max Horz 2 = 116(LC 8) Max Uplift 5 = 11(LC 8) 2 = 95(LC 8) 6 - 128(LC 12) Max Grav 5 = 17(LC 1) 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% Nang PMu Nnw}N.;nn+ M'1 1 9T i1d;4tS:"SEL'P;. i#MEU! IeWS I NW,R YS',"uN ^UI•fr-:. }:IICNi(N:11' Nrs. Inh kt p IwaNY. S e! iNl W!t n!M!'!+,l OeSry k!•MI;iOO' N M 4SIa1r S faq! IA. r t.IdennS kNll kMt nt OYrt!t AnsiN c'NN N M 1. IJ! NiGk,r+r:!e!Ikks!WIknNMM' nn.fN L. W"14 •,if'o9.'T!}Mn.M,N:MPvTvO re;lr>evgY QtorNnuwlyMnq!niwtpiW.kiM"dill.0,T.- 4 M1H run wn1n nl4,1,n! 0 4",volit- «Nau Anthony T. Tombo lti, P.E. ue am,tu,!kom.Wom w lutpkM1aMivwkY .twW.2N nuMWomi"Vn.n—n o0r.A.MC:111IN*0k."`OWN I h,np 001.15ew.,"611„e01.l,u,—"y AmiWim "--11krM00N%"y.:ada0 '80083 M 1.!Iw1 M{irw pl ipPrlr. iN Inn NMnM1 tNM rKv N}+kxtr,ebW+fp:roxwn sda, Nn.•n. rv. r u!aNn*nwsxl :!M NW M+nd p,Nec IR.Men<Mn.psMNnMhM!dlt lrrt Brwrt.:,K, 0.up!lpex M.n:, MlMnc•n ek„ 4451 St. Lucie Blvd. lMn,rMMl h!(lMY.TIyM gMunYy lrkrrM, n.t1.N '.k ..,. pl,yl fpMe „1CMINIM 0.,n.r e,. Srtkn [nle Jn. 1.4n1 UT uiM4.N {nn: r!uMhuf n?fl Foi; Pierce, Ft. 34946 IepyligAl Z: tO16A ltpol lltl{(tt A61AOR)L Tomb* III, P_E. ARIA@Oy I. IOmlulll. P.E. Job WRCSUKL Truss Truss Type -- MG7 Jack -Closed Girder QIY 1 Ply 1 RYA N HOMES/ SUMMERL AND — a A0038711 A 1 D,vJ T. Job Reference (o J twnal es, o fierce, L 6, deslgn%ya w.. null. oa.c 1v a F May io cu to rnnc a.nu s May 18 wits mi f ex Inaustnes, Inc. Fri Jun 8 15:36:47 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3U 146E_4wS5Yi8qzgtL4hz8JYk F-- -- 4-1-1 4-1-1 2-10-15 1.5x4 II 3x611 6x6 4-1-1 10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.40 Vert(LL) 0.04 5-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC OA8 Vert(CT) 0.08 5-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.04 5-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1503/0-3-8 (min. 0-1-8) 4 = 1541/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 446(LC 8) 4 = 516(LC 8) Max Grav 1 = 1503(LC 1) 4 = 1541(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2184/631 BOT CHORD 1-8=-672/2013, 8-9=-672/2013, 5-9=-672/2013, 5-10=-672/2013, 4-10=-672/2013 WEBS 24=-2345/783, 2-5=-504/1779 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 1 and 516 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 266 lb up at 1-5-12, and 832 lb down and 266 lb up at 3-5-12, and 832 lb down and 266 lb up at 5-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-832(F) 9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 38 lb FT = 10% poop r,Nce w}w Xe.M7'I JE IIpSfF"Si EI'i.xc:III ICASt apt11JMS.B$'CM,^Wlfr!kixaOaE(OnM;ir're. ip h kup ymMp,:NliNl phtNM{hµf 0.41pb MI.iOh p1 at IMM,;EIMcIH.t;.ldNlpGuee±/elp<,k. iayty?krn{F {mnlNAt l,', ph M:rt{papM lNk NplN.sNMyk ht'4N dii k.Flrcstbe q Eagwa,e Stv+ps .yuepA {aNwtippFvw{wx{rypwJMpde{:«a NgaNsq nps#fayMSFNs pdge ta{la.i.slypaaple l?O xk pNr'pi. (NLs,ppwppsp. ININf NAMN:. fpk!«M M .adM lnc WN!Aplui!iae yN+W.MdMf+'ee k. w ptapi INep lriagergNugw.pMcapdplpF4..MIkNkatwdpNpp:ekpd:fll. tkgppddMl;j@NlaNhdl sedW6ns aeNayw" M" ,Nwip*Ik."'Wlka mp!adhd Anthony i Tom6o Ili, P.E. M Gdl,q bngW 4l.MpM. laaw IMe'NiDO rfMpx!ae Nl pduw dtN kenNy;FMNFp StlM W.s«li pk'YakhTpa SkAa.dpwNMppp iwpeu lMI pMx p.,e,ptNJf.<nNIMsdPelm{Au}pt m{pupGpapA-nt{MaedFhp p4u 1j P3 apN„ad+Np{[Nutil eN.pa.F. k!rt Ma Nu.» Cs E 4451 St Ltfcie Blvd, Fp 'A!! prN, na M .pNr is kIMlpky Cupp..' Snpa EyiNpdr!NdAp. a?ywh,N lr+: pr as NMN c tP1 h0' :iMrC, Fi. i494(i aprriplt r•'tAIA AJ Reel bosses LAAml lopbolll, P.E. lep odvniee of lAis dernnkal. is aaa lmp,sp{oAibdad aiEAoul the ninca pmp,ssiee 6opAlPouf Lnrus Amhoayl.lepbolA.P.f. Job Truss Truss Type Qti Ply RYAN HOMES / SUMMERLAND A0038712 WRCSUKL VM3 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, si'gn@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:47 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3U I46E3pwZgYsjgzgtL4hz8JYk 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation_ guide. __ _ REACTIONS. (lb/size) 1 = 84/2-11-6 (min.0-1-8) 3 = 84/2-11-6 (min.0-1-8) Max Horz 1 = 43(LC 12) Max Uplift 1 = 21(LC 12) 3 = 39(LC 12) Max Grav 1 = 84(LC 1) 3 = 84(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 39 lb uplift at joint 3. ttMWF Rkir tlark}dr:kkaM {:IPH I1FSSfX"Sd P'.uM:4il;tlkSt-;M&t4 eS;IS i;Y;Ya!11".1(rlpetfa"Md1t'ka. r.A ktyeprarae; MM Wit, k1111-0etgt 4l.yypANae blear! t 1rNrlkt[.IdNm!WN kYlr a3 daY!t Neenk taatlmar l>B. rNi mi`h tamenr Ilm twk.-I'd*au!6bn k*4 k.b i&Ise dgeae!; r., Sder,d:t Sepmq.gr ,Mmlr!?N rF ex.mecya,edaa Kdnure mpwny rtgmcaear h,Mkupder tyN'u:t it". ,Ih6mh mkr m:. hkt!p k,.aa'xm. iy NWr:.: m, A;)thony T. Tombo 117, P.E. N.udan,h IxaerkHmy,i'Aenmeeukw!deeCww.wi!e+Mr¢NryruueeA+Wy9r;.qrr.aAxiwranr;k'.MK.NaralNaNlyukW M, t4em!rddfelNraMxr:rdaelntt a'A!eaM;y.Wge. .+slaimNkey4lMkPr umNnd 89083 M drYy htyre,N:rmMx All MsklM Mt66NMMAen NpnMiktdYWi[p ..•rwM Sdrh Mvskur i.NrNeONF YWIkI t NxrNNM prdynM.tlFl kbrk pr,r,eatd,kNtNpmf d:41<.,tt er,gnr!.:ix. aregr(p kr=M!nttllMrRev wbtr 4451 St Lucie Blvd. ow— li x! Ae(wwl'Myra n yti re", rr.eard. lk t,n<bay. I,—"*6: xr 1'446rspea 1S•r4a ter—dm. K" 16,gdwtr I"'er rs¢+eed,r;n;. Fort Plerce, FL 341M6 blipil61 `2016 A I coal I-m Whiny I. Iamb' III. P.E. tepmd'ttlaa of'h" d'roakol, io of Iow!s p ab it'd wAml the r,iltee Fe.mmiae hew A I Ao'1 hmur Ae h..y 1. i'mbe III: rl. Job Truss Truss Type — Qty Ply RYAN HOMES / SUMMERLAND 11 WRCSUKL VM5 Valley 1 1 A0038713IJobReferenceoptional t Roor trusses, Fort Pierce, FL 34946, design@aitruss.com Hun: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:48 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-xJENLBfQBvby1BBF6n?XcKm9NKseHJz_CKdvc7z8JYj 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% Neap Neer Nawrlh;r,rta b i . 1 Jf 7LN}f, ^,^Si:! r-. Mtfll; IfteE} t-9t811;ltt fli'G4 PMII'. A(reQNtiMdeffr fare. thfi teup warNos re! W rles r Aar h+vi Anre kniq;!pp'. M M Ideq!. ! itebt &.! f.Ietsemt itre, eeMt ru let:! eM'nk Pahl r M IIR. rlv N 1,trr1W /NN„IW N.tN hrM 12ne tNi btl -kale. tepNM .NrM^Epaen;.M Mery 9leyrtea,r."W, dIn ph—o at hWt d me.01 Mpe'kw7411aW ndrr ?N `.. NMpr vtesae.. wmy;rtue:. sa+ildmtandd.!rnM.nh p,tb rwm.aasn. N es,Mle,dens Mrede}i:posxM:enr MI.MNteebMdWNbglWMM! New 10s,100ower,N.MndMLt,,.*MmellnrdxerradeMeeele.mmflhr.- Oelett Atthonvi.7omGoIN, R.E. M MWry 6n pe, rl:nnsu+. 21 MNf !M b!tnwMyea ek p.MnM Jbt*Ny ieMrrn Sfirt Mw»r'kf[.r JN e.T MSIiA st MplN4}rene }nuee. RtI Mr, M!etMn$d:rrn rl Mir;dMlr.st N n, ar, 4 800R1 rNt v:,r leMreyrfM,l eptN mr e.,j.pr, r p no,.rMi :r+,.,, kegr t.yert wM},N o.ta•+.K..",: s.dt; d.r:'n ti` `w" ge!erew.:.r:R:, Nraw.K .ws, 4451 SC Lucie Elvd. M epru ry epNh+Ngrssseuxhetn!RI FO( 1 Pierce, FL 34)4G epp ighl tQ!6 L!PeeI LN„es Aetheer t lombo 111, P4, Itpodwieeolthi,doo.tm,inNnyfern,:splohihrted*,Ik"l the eli}tee pe,rissae hom A I loci lrN," Aeth"Y11Nmho III,P.E. f JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC I Attach Corner Jack's Attach End Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC 2 BC (Typ) 0 1 ti 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) Y•aq- tune rwaeptr rnue b l Y j? 1144SFt \[:%li; kflielt IFIp l i5lptlkEi i5.11,tle ie'fi: {:IR1E':IK.fE?' M. te!d! k:yr pnMxa M:eae xM W bs hw+8a.,,r 6 x.y t&2' aq the i+em ? 'NW • !! trM.twe tikl Man ne •en,..§n.,x lwf net Ill. Wb 6 NrlaWk tfwa+EiknN E.•ellk lFkaa:.lE'.alrea. MxW lENtlN'r.{NM,!rpNr b.afrap 171 aM+arWNfepn,Eaf•e MIFe55;Nd NP••Mrcyus,lltMklM MvgAAW. ,u,k .SNRNWEe Pll aft. aaee'141. a hylt tcaNkW,. MM, u1kYx. taOWM Anthony `. lombo 111, P1. YI fR!4 ira5,k W, IN!•IaA NIaMB plEN].w!IMf,Ma'!MEk M PIWINtq kWel &5•baNt NaN d•e!>k 1l YdMb.'tl lndRf:W eM• IIgM,MtMI41 WI WNN ulterinfA.MN./lea•!t( JNep niYEkak WeMkpq VEIN it NlftlWltAWf83 AakuWF lesgrr •I,MMW. kY 1RNt ki...4t ik6 Ek IM kM1T!e:NIRIeMlF3t lwARI U.4Ekk Lhm MN+aufV F=AMA MS%.k aerAMtWNi1 MNa pNlae m aMSM!tw 1 ar; x11.W,At l»!y lratW +•:, 9ec4+zawN'We §nc WW+ a p,a 4451 k Lucia BivC, aar ax. Mxgke.N.ae!p!HE a W. nsn, E. f; qan auNw/ ty hn inp'a{nNrc E::I er WEgbrgw.r lal 4T„s f+pw rtW, E'»*1 t. rwyr4.aN rtte kRrn.'R! Ftut Pser.e, 'L 34946 pr+gAti>FdldAkReefiresut AetAoklC(cei•Hf.i.(. kg;Edetlmof?ktsim ait4t (wv spomiM1.60N,Ot"atofWm3w,he. A11Ee1Time, Whe.ji lesheIM.1.k, FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), ISO MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS! MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. AL( BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / I- TRUSS UKAL TRUSS 1 STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARD PIGGYBACK TRUSS e PI STDTL04 1/. e er/\Tef\fi'rTwee A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409- 1010 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7.05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE - LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR ( 4) 6d (1.5- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. Vwwry- kwzr VwwgVr re«r. e. Nf;il lfps;i ;•tt. F tlKW tlaV;t:l>'sPSl9V 9ortY. tlHJr,ffSVlN'iaa trA,kup+nweni Mawr wnwMlflu h.Q.nw1;iAR.NbtmMwl law e 11 klwRetk.Mae nr aMxc wkeaK.:eltw ae ipp. we wu# w,w.lox,.mlr auF se laawar rafrkmd. l:l tnt, ±epwre .a iw+K*+1 Mxaxmroc.M«.w,w.11w.raa. V+.+awa wpllxap nqw. 4 aY: atM wqe e.l,7,lwa.. l3a +r. wls ixt. tb mipl x,waws oy;wkpw..amrr Anthony T. Tomt)o IiI, P.E. a. waarfn•:vwMbpaarnwwpm9—mtww:leawywxmlw"O.s".%;w.-ONwwr'K a.e.aat rwaif:aaell.,,,xwy my:ugaeuwwwweragwnwa:wwma s$0083 M axm, HsMw ak lamY•iR FI pY LY.Mm611 Mlk aRatK wlfM9wifarfrtalw:fiawew;:Mr bIP'ewlm Y.A.Ia+MMNil ae l6.kl 11Na1wW{wwl pdm( 11 f{kl+er'rspes4..MlIt eM R•vS ON 1l k'J" 1—kME""MWfmiVQArWx. vn l.Mvvl wfa%Nf,.V.R 7`d Wwwenq 4y C,,lear.m hN 4nFal.btV+pt1}wP nr;+i Ca Neaq Beslpr,c lm.S+ihnt px.rVmkM+ tk uaYpunf Ma: Vfnwbrlw;R 1451 et. 34W wt (fierce,, FL FL 3ag46oproit201AAIkWh,,,we Aatbetl..lmskIII.E. Fepdxt:oedtkisbfunreal. isoshhrm.nprebi0kfw•lEne!rRerlineaprmnsiakwell0odi:rssn Aeffieeyl.temk0l.11 - --___ JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 IAwbwfll0 tttaa A-1 ROOF TRUSSES etc. ry r .,r.r or vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS $$2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. Waet-F.uu kwka,IF mw«i'411 d'IItS\}Y.['.El;.ub!t4lftY:SliC!tR9twl1(Fft w "ItKY'k,C4^,f;lrS.b xt'y.x MHM bc;'tfxwekrsM+eai ewNaNS last Fu¢En«w17M s1 ax YeAw,p Isnb .IF twr!we!1eq Mlee,a IbN:t b4lrr::e wPlMw MiEp. 11h Mr..N :wewN tM.t .i Nne{Sp ek'bBkk .10 lre vl Cwr,. eQW x e lM(kM lgM,k.b4./M.l. EQ6 grrWh mk'. .wlk nlb, u wrw)rNNctd0.'hW Mbwp a!Ik wtk Fn.tNpkd Ynr. S' nbr «Yn f1t1 t1f /,age.twgnpt xed oetRkrn. ,xwsM Anthony 1_ Tombo ill, P1 W,..wf:itai,bsriwNn4ranMeutAmwk.O.m4feC rxwiw,MglkwbcrF!WgSeu,wnbw:b=*.wexlCM adMOrdwwagrwmfln.RegPwCdtaZQrWeCMMrs.wMirnsntkApk."gvvp rnelwkxwkkatxawlkM»:pnMt w f•y kl b+ bfgw kw(Wklw Ite mw Ik V NO N P1[A±t IN"k611fkk1«IM :,,4Mww U4ke-Imr-'tit p"" b!jn M wl k.!dMwtk 4r t,wv PA." ti) IA*ty ner ps kEwlt Ml OAN, w U l " h'.1w. 6;x$ev Em M'mt ,kkuW.. Mk 1 y4.?E St.. LtfCi. IV:i. xkkrrte k9«Ab.tl.upr.,r..t wo.a n.'ry 4r lnNM,,rw.w m.x s&tMrCRw.a•krl tk Udl.y 6espw rintttM.x ta rwwdmr Ml(N, F@:pltllCtt4ks kr n, tdrrt!p ryAr F ut 4siekte. FL 34946 fpnybt i? 2UI6 A -I tadlrnsus RnAfb,1. Tbdbb IIE, P E itP:kdocriab at rbes dbuneet m K+} focm; n yobiYned welast khe wrlttfa pernttunn!rbd A I tool Ilk;sus 1Vx oft I. (bobs III. P.f. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS TYPICAL) UC 1 MIL F GABLE END, COMMON TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. P F-1 2 SEE DETAIL *A' BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. its, lMiuiiew}tA. etn-. tl.'3 t f 01 rl,:tlt il'.t 1 , G lfilt i(?et<t ItiHt DM t?5:7M i"!1` n:tiDi',I?M;IfI` Ma !nd• Rfsle m«tees N;giwuf w rkl S.n• ;i;,p 6n.e>f:}M; w! k IbliA r e6.'6 ! 1 katy;e Ueueh:e ne Jde,t uls.ne dwi w M tD. wN rl swexSL eMes tkiM Nf 15K tD kle w I:st v p.ynw l Sli,ay.,otnei «e ur «.t ,e .rs«e:+w«l.+e. p+a..,w.y q,.,,l.uceetwti.w p.t s tt„arrows. tDm «s..brt i. iht .p.ss+wMt waq ,wn--..«tw.a anthuny T. 'santm l;l, P.E.. erndnnir.sYw.AiMq:sM yw«Nid1i0MX a.edso+af,.d. wwGtayD gw.. t«xren k.a,rows wsauy:ww;r tas+wwtrktDD.a«!s!rWNW" wq...ol PW zA0" 6Aie33 M G'NN h gMn Nl165f1r. iW #r'D4«dlh lM KW,!*.eM,ipWec j'*w(4nwns SAA WR rao.uvo*Meifl ttm i k—ftwAft,M a TNeen. 'fll MAit Miry, wfp4m,iM Mist ll iMt &t.'M. Itrst tl uR' 1k `'rtt Mw:.Rb`N e!Mt 3.'r 11 Blvd. rxn w INNnl;r«M Y"M V.«umryh R a .s N1—1W'y""r" i t.*"J'u a.n —fq-9w•Ldi+P tlt*'g—mo. Merin Tt Fa; Pierce, FL 14446 opjgm V 2016 d I Rod flesus kalo D i. leisw A P.E. PepNirnte o1 I%, doeieeit. it Mr le+s. !s p,*k,lyd a pew 4, n, Mo pwm,-hw A I Eoo imw, 6N1oc1 I. lower d P.1 JULY 17, 2017 F 1"'`2`"Lo VP%L—L—" I HIGH WIND VELOCITY) STDTL07 . A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ATTAC 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 WINO DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNG_•.. ___ • , •. .• DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. 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 6/12 (MAXIMUM 12/12 PITCH) oee Y'e.1 FoOk llkMPthn Ik'1.1 UM Tftfstf YF,H^.. ft! ROW, if 10011Pkin"t,PIliC Ar41P'k.1%miP('If..IYlhPt-'rl aw.,q+NPNNINk.lim;sPrc Lave l 1." IN t I lkNN WW. KfPtn\mrk e Sgaxme !UO. Nk _. M4N!aaHlN lNli tkOkN111H M!K%kr611 l:l l,e\I Prtgn'r}a•H .:f tlnyl'v(p vn:,yvpNon'OF:tprxNSNNrry1WIdIM Mul+tvgN NpnXNn,ryM\A!k?4+Me±ptdgri \w}It 115. Mktei rnW al .`Nh Mn(R'.. ?M hipr pSiroFhl: INfY}mMMef tpM.gn IN+u{an ( nn lk el 9.*m\ er rlilknaPm tM'hw A,r ak NANL`NpllakPil bdkkP Or*\1N nIk Nt1Ct I YIKNhk:tNllkp tNl wf lF1'k o er tpa'BP IkImhM+N{Mlea:i. wlAllP[nfulp Nkol. AlNllew WkNlp rAkTkMnNxw:6Tr{ AntIvony T. Tombo Ili, Pf[ M Ord^! full NP imth. 1S N%: IQ tX a 41 SP4 W kt MkM! N PaNNM', k kt Irsep fq fINR Slhn 1fNM L.: IMHfW N 111 !1P iP.• Rk Y:NGKNik 1l0Nkl iN9Y1lT.. 7M bl'il; Ik 4fIN:'AMQi M •inf t 4k I!x15 Ptf :tr 'cell P!il l k16' #! `nfS llRdP.'M:N pAr:i -- 80083 tm.'riu Ow". fNgmgdqwx+rnk{h kl der NrNrK '<a\:wyl Del:,r!pwnrnklt4On+OW &:}Ir kfr,ll S.;kk+„ymN•tn•PnIPq, lryYyzM kn; ee is M:nln ll 4451 St. Lucie Blvd. Foil. Pierce, FL 34446 f we.n: wk 7PIA 1.1 P.w/T...,wa l•Nw•• T Tw..b.IN Of twn••/•:w. wf N:. /w..w.wr u •.,. fw•,w :. "..bibnd .:vbwur ri. .rn." wuw.. r... bow 1.1 fowl T.....e I.rA... 1 lew,bn III 01 4 i FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772.409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6. O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUDP2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - IDd NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN A Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF B 3X4= PLYTO2X4STDSPFOODSHEATHING BLOCK / SHEATHING DIAGONAL BRACING *itL - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES 0 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZQNTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6. O.C. HORIZONTAL BRACE TO BE LOCATED AT ATTACHEDSPACED48' O.C. ATTACACTHE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH - TOSTUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) I-' NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 1/ 3 POINTS MAXIMUM STUD LENGTH 2X4 SP 931 STUD 12" O.C. 3.8.10 5-6-11 6-6-11 11-1.13 2X4 SP #31 STUD 16" O.C. 33-10 4-9.12 6.6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8.6 3.11-3 5-4.12 8-1.2 2X4 SP #2 12' O.C. 3.10-15 5-6-11 6.6.11 11-8.14 2X4 SP #2 16" O.C. 3-6-11 4-9.12 6.6-11 10.8-0 2X4 SP #2 24' O.C. 1 3-1-4 3-11-3 6.2.9 9.3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP 012. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 41 VOTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 20 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 [-BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772AW1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING \ EB TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD AILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL N IBLS (01313)X 3 ) r BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -J 4 ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3) ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP DF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 J 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c p J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' OIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 0° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 00° FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 UPLIFT TOE -NAIL DETAIL THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 Ul 162 72 58 39 37 25 J 2 O 128 54 42 28 27 19 F— Z 131 55 43 29 28 19Z W 148 62 48 34 31 21J Lo J_ N Q Z 120 51 39 27 26 17 D Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J e 148 57 44 31 28 20 NOTES: 1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 30• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE —NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) — 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1,60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO 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 sR• USE (4) TOE —NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW MAY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT I STDTL13' A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS NEW 2X2 SP NO. 3 ATTACHED TO OVERHANG WITH (0.131"X3") MIN. 3 NAILS NOTES: 1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS. 11ay Mmu AYntRhrr_ ,I ION 00w,tftIto: Mr. h.-IT."N 111,k-5,0H'aenf Min,eMera,Ml x a,'RR. "! w x,mukwlme,.xk:MEakrtWYk Ya a o,d.,1 ya.. e iM:art.:.p.p:,wa.wu",.oa,,w,Y.,xnY+ak.roY„w1ll+ya.avf.lr•:+ sn.Y1o1g1aYtu.r,.,,kµrcr"rc1?s,w.,ata Euk, gad r,.,arom Anthony T. Tombo HI, p.E. a. u11w,I,:.I.wIke-, l .*-opm.INS."arm..INi~•E;aIK1k&okINI•h1+n,*kYMrvsw",1,1Y'uaNI,,sa,wal$n0" W141 auYl.MY.,p,wr"ea llaWI,I, SJ083 e.w ydyla. xnm.w,.salaenldeYeklrYnYeprkims wwaresiaual,ane111aka;callow"e,1PL.11:i111Y<tt1.Hmayre.ep,41+.«I*.ikuyw,an,,MN.Ie%n,,,ksyw!,.:;aap.yrreaE „YNdYnc,„ ff p..ne .o-an l.l;nax pM 11a.,1y Yld swlrN kim,i.p yaex s?n lw ay k, . rel hwoCpuudwtt Nq ti µarea* ttl l.awf. w; t,,t e, t, FL Blvd Felt':. e1ce, El 3a4dG ioppgbC',left AIRod T11sus kt*"yt,iimboIA:F.L Itpediawatinda"loan.nl/ayJum,apt4ilaedwatwthe•I,pa ptions«aIt=kIRod losvi Alnoe tlookIn 11 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 2419 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTL 14 4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 YrpN MN Mwlt; ir.u. f»'i IW,ti i1MUt'S[i.71':.VRti fe01ik 1fzm. IY^i `I.:[t^tliA+tiYl¢"Ma twh N.M<ta.xrwe.Y•M wM wNir?r<r kuh br.ry Tip;NMlb!!.'ingY tF IYKw,StnN Mrl.ae fYl:ry NNIVN,fM1wtii>)d r!h YeiN,awMK HK <!.k M4A! pS NA lv i il M. M.q< 4paene StwM itpw M <NNNr 1p6 gplx»IveR:pNK<aa paM1a Nlq.NwYrlq:lyNrih lnM *ilYM rYp<i NIMVwhlip rF wMl lkl. tl kal» NN¢!!. YMq ¢nEp!ls. eNMA»t A,.11n6 y T, Torero M. P.E. M p4: r le K< yti/.<t .Kr 4wW Nrpkr 9! RNKUM pMx MkrWK{Wa fK.n4vn4DYRe q(.M1IpNM4rK N¢In,M M!p!I la. wpwtE44 PkMw-Mk Mbi..N. w°tq v'i'<i. lM1< rMMa<M kKM lld Ne !tt¢NUMbrt 80083 M 4« Ntilt}r wf M M lG ap N!¢Re RAM pxR: NwMWvRMLeLN !.Mlx NMr,YK¢fnlll5l wiM+MN tN wi dtl it MKlNgMpN+Y t^In' R Newv 9l r<yRe,MNu MlarvdM errh 91K . rt alup!gea<'M vnfr MwMKI<K m,rt 44 1 SL. Lll w WAAx<.e aMNSrl.N<K'MM aw».•,,,,}tr6M*, .,.<a ir;.,, 0.uN!rya.x nt( t¢LNp AnYw.alwluwYt4^ln YtN N+eM. lu apaNNwea elNNl qa:p; For,'IgLe, FL 34946 W!<gbt L 2014 A i kW tr115<f Wh..r1.1¢.bp18.p.1. teplN¢m¢¢at Ris damtptat•t inm. Ir pl¢kitrhd«n6¢.tMt.lip<r. pwe tSro.Ir¢a/IAwt trtlut ARtk.¢.r !. loei¢III. p.E. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND ^ FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES 14STOTL15 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 4g" 3657 5485 3346 5019 2829 4243 2898 4347 s DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE ril TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. a FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 TRUSS CRITERIA: LOADING: 4D-1D-0-10 DURATION FACTOR: 115 SPACING: 24. O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X SCAB (MINIMUM 82 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 4 3 5/81f1 5 5/8" HATCH LEGEND 8' - 0" A.F.F. y/ 8' - 8" A.F.F. J' 18' -1 7/8' A.F.F., Gravity (> 5.0000) / Uplift (> - Horizontal (> 350r1 ON NUIL: ALL MUSS IU WALL ANUJUN IHUSS to LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) E ` ' ; : ` _ LSe.::s% e - a ` 3 NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM 15 TO SHOW s TRUSS I.D. AND TRUSS LOCATION 0", a THE BUILDING DESIGNER IS RESPONSIBLE FOR THEs- STRtICTURAI STABILITY OF THE ENTIRE STRUCTURE- TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS aREFER FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO SC51-03 AND/OR ENGINEER OF RECORD 2 a REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 4 Y Z NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) Ee3. Z JUS24 TH046FO_}.e B) JO526 1;'MS14422 iR+'I__- TH026 MUS26 Dj TH028 s s__rP :O: Vs i `s; a - - e E` TH026-2 F) THO284 N .. V;';--" k HANGER BY BUILDER B BEAM BY BUILDER zs=_ viaF: NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) 9. to di- LOADING ROOF FLOOR WIND LOAD r, LIVE LOAD 20 40 ASCE 7-10 c=i DEAD LOAD 10 10 150 MPH IEP C z - == w s F LIVE LOAD 10. 0- CATEGORY II m= DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FBC-2017 a - 3 oDURATIONFACTOR1.25 1.00 TPI - 2014 s= ¢ a 0 R DATE BY REMARKS E _ - 7 L I. ? 2 EIt's understood that above= conditions have been re.ved - APPROVED a = e area cceplabfe for the fabrication at trusses. - APPROVED AS NOTED s E E f elevations,pitches, overhangs, g _ fascias.ceiling -...- REVISE AND REiUBM:T elevations/pitches, bearing - 13 - detail -j REJECTEDconditionsallpertaining to INS truss placement plan. No v f] s - e e bade charges vnl( be accepted v(hnout yrevms -ven DATE e 9 approval from an A-1 Roof seTrussesrepresentativeREVIEWEDeV PLAN DATE ARCM. -/_/ ..... 157RUCT /-i- 0 o 7 ... -_ - CUSTOMER RVAN HOMES 7 JOB NAME i SVMMERLAND 'K' GARAGE RIGHT s _ E .` OPTION(S) LANAI r= o - COMM KENSINGTON RESERVE J LOT 126jlOT# is CITY COUNTY ... VARIES F -'a a i S S SLOGBLDGE E TYPE E - - JOB It 73021 :MASTER WRCSUKL DRAWN SCALE DATE 04;1112018 ___. _.._ ..- jr A ._.... Im E _. 7 E A- 1ROOF TRUSSES Ph 772-409-10101 Fax 772-409-1015 ht P,,'A 'alfruss.corn s€ a a_ e= It V Q 5, 201 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l q - 3:5 3 1 Documented Construction Value: $• Parcel ID: Type of Work: New', Addition Alteration Repair Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Historic District: Yes Nty. Residential Commercial Demo Change of Use Move Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email:_info c.r i-orlando com __,____-.- Property Owner Information Name _' _.. 'yTS.____.._.-_-___.__ Phone: Street. Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing,nc. phone; 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City,State Zip: Sanford, FL 327721p' _._ _ _ State License No.: CF-0057881 Arch itectlEngineer information Name: Phone: Street: Fax: City, St, Zip: _. E-mail: Bonding Company _ _ Mortgage Lender: Address: _ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he Inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U 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 f 1rom 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 Uen 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 will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Daft Print Owner/Agent's Name sigaatunofNotaty-StsteoufFtarida ate Owner/Agent is Personally Known to Me or Produced ID Type of ID signetureofContract./Agent A. Thomas Smith Print Cottttac,or/Agent's Name titgna .rc of votary. of NOTARY PUBLIC STATE OF FLORIDA CammN 01313888'B r E)W4ms 131 IFMI Contractor/Agent is X Paw mally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] Mechanical[! Plumbing0 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: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER BUILDING: Revised: June 30, 2015 Permit Alien don FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003531 Date 11/07/18 Property Address . . . . . . 3767 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1260 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1086404 Permit pin number 1086404 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003531 Date 11/07/18 Application pin number . . . 192840 Property Address . . . . . . 3767 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1260 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 337822 Application desc NOC ON FILE RIS ON FILE Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 2000.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3075.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1086404 Permit pin number 1086404 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee . . . . 108.00 Issue Date . . . . 11/07/18 Valuation . . 4590 Expiration Date . . 5/06/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.SOS8 or at dave.aldrich@sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1236.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address. Historic District: Yes No [IParcelID: - Residential Commercial Type of Work: Nt Addition Alteration Repair D Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone' Street: - .7 Resident of property? City, State Zip:` Contractor Information Nar1le'<, t,." 4 r` - I t` t1, Phone: : i t i 1 ' Street: ji r r Fax: City, State Zip: .. ' s t : . }., ;' •: i State License No.: ' ' a` Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Print OwncdAgent's t a_. Date Signature oCNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID tgnaturc of Contractor/Agcm Clate Print Contractor/Agent's Narne Signature of Notary -State of Florida Date Y°oa n PAMELA S TERNUS Comrnission # GG 110622 Expires OFS. S-Ad 7 Thm Budge2 t NotorY 0mces Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Construction Type; Total Sq Ft of Bldg: Electrical[] Mechanical[] Occupancy Use: Min. Occupancy Load: Plumbing[] Gas Roof n Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised. June 10, 2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering ! Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1700732.0000 Workorder No: 9420232-1 Report Date: 11 /26/2018 In -Place Density Test Report Client: Ryan Homes 4307 Vineland Road Suite H-16 Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing UES Technician: Jorge L2 Rodriguez Date Tested: 11 /26/2018 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 126 ( 3767 Crawlev Down Loop) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum DensityDensity pcf) ptimum Moisture Field Dry tY pcf) Field Moisture Soil Compaction I Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 105.4 12.2 110.3 11.4 105 N/A Pas: 2 West Footing 1-2 ft 105.4 12.2 107A 10.6 102 N/A Pas: 3 South Footing 1-2 ft 105.4 12.2 108.7 10.9 103 N/A Pas: 4 Northeast Corner of Pad ( TOF) 1-2 ft 105.4 12.2 109.8 10.1 104 N/A Pas: 5 Southwest Corner of Pad ( TOF) 2-3 ft 105.4 12.2 106.2 10.4 101 N/A Pas: Remarks: TOF = Top of Fill NOV 262DIO Tn nn{nh/inh n m••{••n/ nmMn{:nn {n I lni.•nre'V. nNnn{n Fhn O••hl:n and n•—h— nll mnnr{n nm n•.I.m:Hnd nn nnnF.dnn{: nl mm—.{.• ni n••r nNnn{n and n•{hn'i+nNnn DESCRIPTION AS FURNISHED: Lot 26, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ` U LOT 46 LOT 25 W O Ch Lo Ri ~ 0 172.86' '6 \ PC) LOT 45 S 00019'09 " E i 60.00' 38.80' 38.80, 1 awn 10.00' 10.00' 28 20' 30' 10.00' o Me 25.20' 25.20' 10' UTIL. ESMT. 8.8.) S 00019'09" E 60.00' LOT 44 W L O LOT 27 La ° i Oya k001> HANT ORThT LoopNOV 2 s 201 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS OUILUINI, Jt R7A1,KJ: AJ YUFQV1J17tU PER DRAINAGE PLANS FRONT = 25 PLOT PLAN AREA CALCULATIONS REAR 20' mil= PROPOSED DRAINAGE FLOW GrvO IMPERVIOUS COVERAGE = 2,718t SQUARE FEET OR 39.4% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 6,900t SQUARE FEET SIDE = 7.5' FOR 60' LOTSQO PROPOSED FINISH FLOOR PER PLANS = 26.8' LIVING AREA CONTAINS 1766t SQUARE FEET SIDE = 10' FOR 75' LOTSQYACONELANAIPORCHCONTAINS953tSQUAREFEETSIDESTREET = 25' CR USEYVW EETR-,S'COTT AASSIOC. 7 INC. - LAND SURVEYORS LEGEND - LEGEND - P < PLAT POL. POINT ON 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436LINE F FIELD TYP. TYPICAL NOTES: IP. IRON PIPE PR.- POINT OF REVERSE CURVATURE I.R. IRON ROD v.Ct. •POINT OF COWOIAID CURVATURE I' THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANOAROS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.N • CONCRETE MONUMENT RAM RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIN STATUES SET I.R. . I/E' IR •/BLB 4596 NR. < NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SELL. THIS SURVEY MAR OR COPIES ARE NOT VALID. REC. • RECOVERED VP. VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.0.8. POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. < POINT OF CDMMENCEMENT PRA PERMANENT REFERENCC MONUMENT FF. FINISHED FLOOR 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ELEVATION N CENTERLINE NAIL 6 DISK BSL BUILDING SET@ACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY . R/ V RIGHT-OF-VAY BN. BENCHMARK S. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. < EASEMENT @.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM MITI ON THE LINE SHOWN AS RISE BEARING (8.8.) DRAIN. DRAINAGE UTIL UTILITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL. GEODETIC VERTICAL DATUM Of 1922. UNLESS OTHERWISE NOTED. CLFC. =CHAIN LINK FENCE 9. CERTIFICATE OF AtF/HOR12ATI0N No. 4598. VDFC. • WOOD FENCE C/B CONCRETE BLOCK P.C. POINT OF CURVATURE SCALEf- f< s 20-- DRAWN BY: •A• P.T. ^ POINT OF TANGENCY DESC. • DESCRIPTION CERTIFIED BY: DATE ORDER No. L • ARCIUSLENGTH PLOT PLAN 08-06-2018 4967-18 C DELTA REVISED PLOT PLAN (DRAIN. INFO) 08-30-2015CHORD L.B. • CHORD BEARING NORTH FORMBOARD FOUNDATION/ELEVS. 1 1-19-2018 7742-18 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN 4''w eTHEESTABLISHED100YEARFLOODPLANEASPERFIRM• GRUSEN RL. ZONE 7C' MAP f 12117CO09OF (09-28-07) SCO R.L.S 4801 Job Add DEC 13 2018 tly CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ Historic District: Yes No 0 Parcel ID: I ResidentiaQ Commercial L Type of Work: New Addition Alteration Repair Demo Change of UseEl Move Description of Work: Plan Review Contact Person: \p,l(A,r Title: Phone: Fax: 3 -325 3 I_ Email: I'IV+'. errr' Property Owner Information Name Phone: Street: t I Resident - of property?-: City, State Zip: 61 t Contra tor Information Name t—Az' G l4-, Phony: Street: TSLC> Fax: D_ City, State Zip:san. State License No.: 3 4 O Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51t, 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 drat work will be done in compliance with all applicable laws regulating construction and Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sig re of Contractor/Agent bate 10 & - hwdL t-assn t Contractor/Agent's Name QAAA Signature of No. ry-state of Florida Date CHERYL D AKERS MY COMMISSION # FF9989621:--;-; EXPIRES June 05, 2020 Contractor/Agent is _jt:-Persofially Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 State Cert CAC032448 DEL -AIR HEATING • AIR CONDITIONING 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 III 3.0 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5 139.00 SEAGATF. 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 OPT POWDER 4.0 15.0 5 5 9Q1.00LSF IDE MERLAND .____._._--- _. 15.0 4. __ _ SUMMERLAND OPT BATH 2 3.5 15.0 5,896.00 SUMMERLAND OPT BDRM 5 13.5 115.0 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 fan greater 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. CUst Initials HVAC STATE CERT. LIC 4 CAC032448 S31 CODISCO WAY Sanford, FL 32771 407) 333-COOL www.delair.com