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HomeMy WebLinkAbout3707 Crawley Down Lp 18-2795; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000589 BUILDING PERMIT NUMBER: 18-10000589 DATE: July 02, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3707 17-20-31-5VC-0000-1360 TRAFFIC ZONE:022 JURISDICTION: 3 13 U SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3707 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Singgle Family Housing .00 1.000 dwl unit 00 FIRE 12ESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN 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 BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIALTROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Project Name. Kensington Reserve Project Address:16; Building Permit #: — a_Y 5 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 system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi- Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CB C 1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018095635 Book:9195 Page:698; (1 PAGES) RCD: 8/20/2018 11:14:49 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. 18-2795 Parcel ID Number: 17-20-31-5VC-0000-1360 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 # 136 of Kensington Reserve 3707 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: 6. LENDER: Name: Phone Number: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 AdrirPcc• 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. 40A,Dayna Mitchell Assistant Secretary Slgnatut bf Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory s Tide/Office) Authorized Officer/Director/Partner/Manager) State of Florida County of Orange The foregoing Instrument was acknowledged before me this day of r ; by Dayna Mitchell . Who is personally kn to me C)(OJ Name of person maidng statement who has produced identification type of identification produced: TRACY,L, e I G H MCDONALD i1. = MY COMMISSION # FFtt 25012 Notary SlgnaiuraF' r4,, S EXPIRES October 06. 20 '9 j e' mot' 407: 398.0155 Floridallota^ Service coro 1- Job Address: 3707 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-1360 Type of Work: New X Addition R 1011f -CITY OF SANFORD 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: F -7 q_! Documented Construction Value: S s 2 3 8- 3Zo • ` Historic District: Yes No Residential X Commercial 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: N/A Address: 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: 51h Edition (2014) Florida Building Code' Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. 6/13/2018 6/13/2018 Signatur CO er gent Date Signatur C actor/ ent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name t ,L--- 6/13/2018 Signature of Notary -State of Florida MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 z EXPIRES. January 17, 2021i NjSrEor F eP Bonded Thru Budget Notary Sernces Print Contractor/Agent's Name Z' 6/13/2018 Date Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 Bonded Thru Budoet Notary Services Owner/Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Rr Electrical [ir Mechanical Y Plumbing© Gas Roof Construction Type: Occupancy Use: 2,3 Flood Zone: is-5c2 TTfi CfE Total Sq Ft of Bldg: 31 5O Min. Occupancy Load: l (o # of Stories: Z New Construction: Electric - # of Amps 7,0-0 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No u # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: Ce— FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. S(o.1 *Ie w\p . Sumok.0 VAOL n - Cr , cx - ZI Fire Alarm Permit: Yes No'-""- WASTE WATER: BUILDING: ,;V- q. R.18 Revised: June 30, 2015 Permit Application tu4lt CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 99,675 Job Address: 3707 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-1360 Residential X Commercial Type of Work: New FX] 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 Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407-692-9821 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: Mortgage Lender: Address: brian@abdesigngroup.com 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. 6/13/2018 6/13/2018 Signatur 0 er gent Date Signatur C ctor/ ent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 6/13/2018 6-7- 6/13/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date rRr aue MEAGAN LYNNE FOWLER ,X',p4,^ MEAGAN LYNNE FOWLER MY COMMISSION it GG 063253•; MY COMMISSION GG 063253 EXPIRES: January 17, 2021 ,S G'o EXPIRES: January 17, 2021 SrFOF F Bonded Thru Budget Notary Semces of F o Bonded Thru Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /4 SO(- 2& WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 40 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30. 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 0 1000 Insulation Final 1000 Final Single Family Residence Address: Min Max inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ME, J M.B !NCs PERWNII4T ua A'k a I, Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Yv u q.. U lr tz ' t . h L _ 1 .M'r '" 1 ... ,1 t i•5x.' a ,.e r .', Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 f orsLAI 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: 3707 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1360 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) Jkv A"I Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway FE- 1The parcel is not in the: FE-1floodplain 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# 18-2795 Reviewed by: Michael Cash, CFM Date: June 25, 2018 0 Application for Paved Driveway, Sidewalk or Walkway Including Right-of-way Use & 18 ;- Landscaping in Right-of-way www.sanfordn.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 Know wmarabelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. Project Location/Address: 3707 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date Completion Date I4. Brief Description of Work: Construction of New Single Family Home This application is sub Property Owner. Signature: — 4 Address: 4307 VineKa( Phone: ( 407) 692-9831 H- 20 Orlando, FL 32811 Other: Print Name: Tracy McDonald Emergency Repairs Fax: Email: trmcdona@nvrinc.com Date: 06/13/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: Pre - pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: the above statement and by signing this application I agree to its terms. Date: 06/13/2018 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: lD _ "5 . Z0, r5 Date: November2015 r, VVuJ UIIV .Y.P., LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: (o I 3 I g I hereby name and appoint: Tracy McDonald an agent o£ NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License E STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 13 day of 200 1$ , by Robert Lattanzi who is z,ero ro. me or who has produced identification and who did (did not) take an oath. L Notary Seal) MEAGAN LYNNE FOMER r `^ A1Y COMMISSION # GG 063253 i,0T EXPIRES: January 17, 2021 Bonded ThN 9udget Notary Services Rev. 08.12) Signature M EA c,AV Fbw L,(-R Print or type name Notary Public - State of Commission No. My Commission Expires: M, 30'-0• EXTERIOR MASONRY WALL BR3. IEIGNTS 0 8'-8' 81•di n 9'-4' BRG 0 e LOAD BR.'i UW.L 0 m O NON-BR9 WALL ro watm e 3A B O e v 0 m e a 0v v n v 9 .9 O716 NOTE. L PRIOR TO DRYWALL INSTALLATION ON ALL FRdMNG 2 -V Rem TIE FNI5F1 .9 BOOR ULLL OE SPRAYED MO TI'EATED W 'OORATE' A TE RIM TREATED SPRAT e, !£ 0 B N e 3 1/2' O 1'-2' 2'-0' v 4X4 75T a 0 N DIL TOA W r Y PLATE r Y' OG A CABINET SECTION 0 0 TONE VENEER FIRST FLOOR PLAN SCALE: 1/4 - I'-0' FFFFFFFFFFM ENTRY 10 UP OPT. R MANUFACTURERS. TWolmFROM T SQ.FT. CALC.'S I5T FLR LIVING IfD90 SQ. FT. 2ND PLR LIVNG 198G SG7. FT. TOTAL LIVING 2,416 SQ FT. ocaraBrt AND cLADDINo aso LOAoa eAelc aro oa•oar FOR a s13oLao aww CALL • eatwlE zaFE a Fait rao I 17 Ib'-®' X 1'-0' oNGD 5 2490/-3016 2 74 3080 DR 4 30Z0/-32 8 3 n sN 4 2s.4b/-3m.95 3A n 25-SW 5 18./Ci/-3746 4 33 L %-8N 5 211J-34B0 5 49 6080 SGD 5 2631/-3330 b n 25-5N 4 28.(5/-30.95 WIND DESIGN CRITERIA A. 6dSIC WIND SPEED MPFJ (3 SECOND GUST) VJLT=150 / Vd5D=116 MPH B. R4TEI3J4AL r-f Esslx 14' -0' 5• 15'-2' 5' bX6 P.7.FOSi f0 8'-4' AFF.. I I E£N1 TO MATGN I I n-TrP I LANAI I I I I Ib'-m'xl0'-m' I I I I Y _4. 14'-4' 4'-0' II II II I I 6 5GD II II II I I I I I clwt ? DINE A R C X I T E C T i Grou N Design 1441 N. RONIILD RFAGAN BLVD. LONG DOD, FL32750 PM: 407-774b076 Fnx:aoT-naaoTe n.an btlesigngmup.comnAA #: 000?325 p yUy` ram. y° w , n B w d sysDiv. ec LOT: KENSINGTON RESERVE LOT 136) MODEL• SUMMERLAND VERSION#Ol) PROJECT 2997.000: 136R1 PAGE: FIRST FLOOR PLAN 0 A pTECT: STATE OF FLORA DATE: 5/16/1E1 SCALE: 1/4'=1'-0n 9HEST 30 9 OOIPa6(r AND CLADDR/O IMD LOAD! BAM 100 E2PCMM MR R BBCO D GUNIS R4U.LR MN/M DE7YB04111UM ZONE A41g11MD I 5 30TEMP 5 2865/-3125 2 5 3050,4%1 5 2865/-3125 2A O 3 5 2%M-38.10 25 5 ESS 5 18b5/-E5 313 5 EGRESS 5 28b5/-3'186 4 5 00-P 5 2343/-3UV 5 5 4 28b5/-3LI4 6 5 EC SS 4 28b5/-3LI4 a 5 4 28b5/-3U4 EGAtTEEMWIND DESIGN CRITERIA A BASIC WIND SF-E3=D MPW (3 SECOND GUST) VULT- I60 / VASD-116 MPH B. NTEFddAL PRESSURE COEFFICENT-..18 G RISK CATEGORI".TYPE 11 D. EXPOSUFE O.ATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDNG PRESSURE ARE D. 4SED ON THE VIAL DESIGN WIND ' ®. FCCR, 6TH ED. (20M) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 15T 0.6 TO MEET THE ALLOUTADI E OR NOMNAL TESTED VALUES USED CT FRODUCT MANUFACTIJfZERS. NOTE LFRk7,i TO PRTBIML WALLATION ON ALL FR MNG 18BETS 2'-V FROM M FMS4 FLOOR WILL BE SPRAT® AND TIEATEV W( T30RATE' A TMeM TREATID OMT 8 3/4' 2ND! — 10'- 8 3/4' 2ND. _ R T- 4' BF - HT. 0'- 0' FIT. MLR STAIR DATA: 17 RISERS 07.67- 16 TRBADS 010" +1" NOSING 14AND RA(L \ DROP CEILM TO \ 0 2) 2X8 HEADERS AS \ 10- v CM ON 5EET4 \\ \ = 42' WCH X RAILN5 m PWDR. \\ \ \ z I OM 2x12 & rJ-. TM \ L 2x4 RE-RFORCNG • EAJ 2xQ STRINGER \ 3) 2x12 SYP STFJW E :P 8EO84ED UV 12d 6'-8' OL \ \\ m 3' KIOCPLA 3/ 4'TAG SUB GLUED 4 NAILED 2xi LlJDIIL' I I 2x6 • 24' O.C. MAX j I 2x4 PT. PLATE SECURE YV IOd OJT NAILS 16' OL. MAX STAIR SECTION: 9'-4" BRG. 30'- 0' 20'- 0' O-`'' N O FG. m R- 14' SEAT UG 2B A I SNouEIZ OWNER' S SUITE v OWNER' S 13ATB V1. DBL DTIM V- 0' CLG. v DBL e STIM — n V- 0' CM - c 9 L4V N. H I Iy, 04SN e I I 5,_ 4. 3,_8: 10" I 2'-4' .p l'-10' 3,_8, e e I A I• C• 8 BATH m e R I F BEDROOM 2 e'-o au 5O 0 4 L--- a o a.G. m FL- I'-10' 1N io 3,_8, 6 BEDROOM 3 In 6 O s I AMMO IIA RY i - prail a B'- 0' cLG. 2x8DBLSIUD LLV ILd X 3' conioN R I8' OL.2 UA 4- 0 BF V e I_ 0. 10' c ROM4'-6 STAGCXF.REp v 0 BEDROOM 4 Fa2A304 1TaDBL. m I0'- 2ktl'-2' e._0. CLr.. O 9 STUD I 2'- 10' LOFT LINE OF 1ST 0 10'-2'xIV-2' 8'-0• CLG. m FLOOR BH. OW GIB e V VBATH2 im H arl6'- 0' CLG. r-----1 SECOND FLOOR PLAN SCALE: 1/ 4 . I'-0' A R C N I T E C T i Design Group. 1441N. RONALD RTAGAN BLn. LONG WOOD, R32750 PH : 407- 77-078 FAX:407- 7-78 S-UBDIV. & LOT KENSINGTON RESERVE LOT 136) MODEL: SUMMERLAND VERSION# Ol) PROJECT': 2997. 000 136R1 PAGE: SECOND FLOOR PLAN ARdiRECT: STATE OF FLOR[tA DAT 1M 5 16 18 SCALE: 1/ 4"=1'- 0" ZIMMT 4 OF 9 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot136KensingtonReserveSummerlandCGRE Builder Name: RYAN HOMES Street: 3707 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: % Jurisdiction: 6 150 qOwner: n-R Design Location: FL, Orlando County:: Seminole (Florida Climate Zone TM 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation ea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ftZ b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ftZ 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ftZ 4. Number of Bedrooms 4 d. N/A R= ftZ 10. Ceiling Types (1386.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1386.00 ft 6. Conditioned floor area above grade (ftZ) 2476 b. N/A R= ftZ Conditioned floor area below grade (ftZ) 0 c. N/A R= ftZ 11. Ducts R ftZ 7. Windows(285.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 232.06 ftZ SHGC: SHGC=0.29 b. U-Factor: Dbl, U-0.62 48.00 ftZ 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 ftZ SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.684 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ftZ b. Conservation features b. Floor over Garage R=11.0 291.00 ftZ None c. N/A R= ftZ 15. Credits Pstat Total Proposed Modified Loads: 70.17 Glass/Floor Area: 0.115 P A + CPASS Total Baseline Loads: 71.41 I hereby certify that the plans and specifications covered by Review of the plans and T4? OthiscalculationareincomplianceththeFloridaEnergyspecificationscoveredbythis Code. calculation indicates compliance Energy Code. with the Florida PREPARED BY: ''" "'- Before construction is completed DATE: 5-18-18 Scott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, s designed, is in compliance es. auFloridattSt r g C0DwiththeFloridaEnergyCode. , wt OWNER/AGENT: BUILDING OFFICIAL: DATE: 5/18/2018 DATE: 7 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 0.060 Qn for whole house. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 C:nDnn onnr_')017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lotl36KensingtonReserveSu Bedrooms: 4 User Conditioned Area: 2476 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 136 Block/Subdivision: KENSINGTON RESE PlatBook: Street: 3707 CRAWLEY DOW County: Seminole City, State, Zip: SANFORD , FL , 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2476 23026.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2476 23026.8 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main _—_ -_-- 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft' 1090 ft2 11 0 0 1 0 0.38 0.62 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1501 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 1386 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1386 ft2 0.11 Wood 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall TypePR-VallleSpace Ft In Ft In Area R-Vql-lp Fraction Ah-,nr rr;A,--% 1 N Exterior Frame - Wood Main 13 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 ftZ 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 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 13 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 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 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 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 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 48.6 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 30.5 ft2 1 ft 0 in 4 ft 1 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 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 None None 8 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 W 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 1 ft 2 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) .000384 2494.6 136.95 257.55 3452 6.5 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ 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 148.6 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ HeatinlX Jan Feb [ j Mar Jan Feb [X] Mar Apr Apr Ma [ X] Jun [Xj Jul May [ ] Jun [ ]Jul Aug AuSep rjSe Oct Oct Nov Nov Dec Dec Ventin [ Jan Feb X Mar X] A r Ma [ ] Jun [ ] Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/ 18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3707 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types 2. Single family or multiple family Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent 4. Number of Bedrooms 4 d. N/A 10. Ceiling Types 5. Is this a worst case? No a. Under Attic (Vented) 6. Conditioned floor area (ft2) 2476 b. N/A c. N/A 7. Windows- Description Area 11. Ducts a. U-Factor: Dbl, U=0.35 232.06 ft2 a. Sup: Attic, Ret: Attic, AH: Main SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.29 12. Cooling systems c. U-Factor: Dbl, U=0.34 5.00 ft2 a. Central Unit SHGC: SHGC=0.31 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Area Weighted Average Overhang Depth: 2.684 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 a. Electric b. Floor over Garage R=11.0 291.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliapt fe/tures., Builder Signature: / Date: 5/18/2018 Address of New Home: 3707 Cr ley D n Loop City/FL Zip: 32773 Insulation Area R=13.0 1264.00 ft2 R=4.1 1073.30 ft2 R=11.0 289.33 ft2 R= ft2 Insulation Area R=38.0 1386.00 ft2 R= ft2 R= ft2 R ft2 6 605.25 kBtu/hr Efficiency 38.5 SEER:15.00 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3707 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 Ieakage\Nindows, 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. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (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. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). 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 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/18/2018 3:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 5/18/2018 3:22:01 PM Page 1 of 1 For: RYAN HOMES 3707 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment. Design Conditions Outdoor design DB: 92.50F Sensible gain: 29220 Btuh Outdoor design WB: 76.2'F Latent gain: 5073 Btuh Indoor design DB: 75.0°F Total gain: 34293 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 32194 Btuh Latent capacity: 6106 Btuh Total capacity: 38301 Btuh Model: GSZ140421K+ASPT47D14A 110% of load 120% of load 112% of load SHR: 84% Entering coil DB: 77.4°F Entering coil WB: 63.7°F u y \! eating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 26433 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 144% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 93% of load Temp. rise: 70 IF Meets all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 33 OF Economic balance: -99 IF Wr'ightsoft, 2018-May-1815:47:45 11 , . Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACC-K...dCGRE\Lotl36KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E Component Constructions Wr190115® Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136KensingtonReser... Date: 06.03.15 By: BENTLEY For: RYAN HOMES 3707 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) 16 ( M) Method Simplified Wet bulb (°F) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insult R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft-°F ft2-°FBtuh Btuh/ft Btu BtuhM Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Firm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 4.08 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 351 0.091 13.0 2.52 885 2.35 826 e 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 1142 0.091 13.0 2.52 2879 2.35 2686 n 292 0.201 4.1 5.57 1624 4.37 1275 e 59 0.201 4.1 5.57 330 4.37 259 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 891 0.201 4.1 5.57 4960 4.37 3895 271 0.097 11.0 2.69 729 1.75 475 n 45 0.350 0 9.69 436 12.2 549 s 15 0.350 0 9.69 145 12.4 186 w 15 0.350 0 9.69 145 34.0 510 all 75 0.350 0 9.69 727 16.6 1245 n 49 0.350 0 9.69 475 10.5 513 s 33 0.350 0 9.69 317 11.9 390 w 33 0.350 0 9.69 317 29.0 947 all 114 0.350 0 9.69 1109 16.2 1849 e 12 0.350 0 9.69 116 34.0 408 e 30 0.350 0 9.69 291 34.0 1019 w 5 0.340 0 9.42 47 35.7 179 Ad- wrightsoft0 2018-May-18 15:47:45 1+: „.;,„„ Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 2A-2omd: 2 glazing, clr 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, 1.17 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type e 11 DO: Door, wd sc type n Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 20P-13c: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 48 0.620 0 17.2 824 17.0 817 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 53 0.049 30.0 0.47 25 0.30 16 239 0.068 13.0 1.88 449 0.98 233 115 0.989 0 27.4 3150 0 0 wrightsoft® 2018-May-18 15:47:45 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 ACCP._.dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E For: RYAN HOMES 3707 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 2Qa BED 4 RVSD 3-20-2017 NMB L.S. 05-18-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 21223 Btuh Ducts 5210 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26433 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heat' 2476 Co 24in76 21176 21176 0.41 0.21 145 74 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AH R I ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.5 HSPF 38000 Btuh Qa 470F 27 OF 1283 cfm 0.049 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20908 Btuh Ducts 8312 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 29220 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5073 Btuh Equipment Total Load (Sen+Lat) 34293 Btuh Req. total capacity at 0.81 SHR 3.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DIST[... 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 0.044 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. A- wriglitsoft 2018-May-18 15:47:45 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 AGCP....dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 9 - wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 ft 53.0 ft 3 Room height 8.6 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 576.8 ft 5 Room area 2464.8 ft2 576.8 ft2 Ty Construction number U-value Btuwftz°F) Or HTM Btu 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 y/ G 12C Osw 2A 2om_ . -- 0091 0.350 n' n 2.52 9.69 ... 2.35 12:19 396 g5 351 0 885 s 436 826 549 _ 0 0 0 0 -. 0 0 0 0 y/ Blk wall, stucco ext 0.201 n 5.57 4.37 341 292 1624 1275 0 0 0 0 1 1 I-G GGT 2A 2om 12C-0sw ! 2A 2om ;_ 2A2om_a_ Blk wall, stucco ext 0350, b.091 0,350 0350. 0.201 n e e- a"' a 9.69 2.52 9 69 9.69:,.. 5.57 10.46 235 33.98 3 98 - 4.37 4,9 236 12 30.-._ 79 0 194 0 T 0,.. 59 475 489 116 m291 330 513 456 408 1019 259 0 0 0 0 37 0 0 0 0" 17 0 0 0 0 96 0 0 0 0 75 t-G 11J0 12C Osw 2A 2om__'_ .,.,.-.... Blk wall, stucco ext 2A-2om 0.600 6.091 0:350 0.201 0.350 a s '- s:, s s 16.62 2.52 9.69 _......1241 5.57 9.69 18.51 2.35 4.37 11.93 20 396 15.._,__. 378 33 20 381 25 345 0 334 960 145 1923 317 372 896 186... 1510 390 20 0 0 303 33 20 0 . 0 271 0 334 0 0 1507 317 372 0' 0. 1183 390 12C-Osw ' 2A 2om 2A 2om ' . ... _•- . 0`.091 0.340 0.350 w - w, w11 2 52 9 42 - om 9 69 , . 2 35 35.73 33.98 236 5 15 216 0 0 544 47 145 508 179 510 0 0 0 0 0 , A 0 0 0 0' 0 0 Blk wall, stucco ext 2A-2om 0.201 0.350 w w 5.57 9.69 4.37 28.96 275 33 195 0 1084 317 851 947 154 33 121 0 675 317 530 947 P 2A-2omd 12B-0sw 71 0.620 w 17.17 65 17.02 7 " 1.75 48 289 96 824 729 817 475 0 121 0 103 0 278 0 181 D. 11 D0,>... ". 0.390 n 10.80 -_ 12.03 18 193 215 _. 18 18 '': 193 215 C 16B-38ad 0.026 0.72 1.41 1384 1384 997 19,55 6 6 4 8 F F F 19C-19cscp - . .._ 20P 13c 22Acpl.'. . 0.049 0 068 0.989 0.47, . , 1.88 27.40' 0.30 „. 0.98 0.00 53 239 1093 53 239,111, 115 25 449 3150 16 - 233 _ r .. 0. 0 0 57.7 0 0 53 1 0 1452 0 0 6 c) AED excursion 1 574 24 Envelope loss/gain I 16831 1 15937 1 1 5173 3926 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 1 0 0 0 0 13 1ntemal gains: Occupants Qa 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 21223 20908 6103 5147 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21223 20908 6103 5147 15 Duct loads 25%1 409/6 5210 8312 24 % 35%1 1439 1782 Total room load 1 264331 29220 7542 6929 Air required (cfm) 12831 1283 366 304 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigMtsoft 2018-May-1815:47:45 P. u » •• -• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 9 - wrightsoftx Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 Job: Lot136KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 ft 11.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 13.0 x 25.0 ft 1.0 x 155.0 ft 5 Room area 325.0 ft2 155.0 ftz Ty Construction number U- value Btuh/ ft2°F) Or HTM BtuWftz) Area ( ftz) or perimeter (ft) Load Btuh) Area ( w) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Uy G Vf/ 12C Osw 2A- 2om - _ .. Blk wall, stucco ext 0091 0. 350 0. 201 n n-_ n 2. 52 9. 6,95. 57 2. 35 12. 19 4. 37 0 0 233 0 0 _-__ 201 0 0 __. 1117 0 x'__ - 0 ..._ 877 0 0 ',_- 107 0 0 _` 91 0 507 0 398 11 I G Vfl x. ILm G Val 2A 2om 12C Osw 2A 2om =._> 2A- 2om Blk wall, stucco ext 0. 350 0. 091 0. 350 0. 350 0. 201 n-„ a a e ;' a 9. 69 2. 52 9. 69' 9. 69 5. 57 10. 46 2. 35 33. 98 33. 98 4. 37 33 0 0 0 0 0 0 0 0 0 317 0 0 0 . 0 342 0 0 0 . 0 16 0 0 0 0 0 0 0 0 0 158 0 0 0 0 171 0 0 0 0 1- D 11 J 0 12C 0sH 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 0 - y1 G 2A. 2om...' _...--....0:350 Blk wall, stucco ext 2A- 2om 12C Osw _ 0. 201 0. 350 m0. 091 s.: s s w 9. 69' _ 5. 57 9. 69 2. 52` 12. 41: 4. 37 11. 93 2. 350 0 0 0 0 0 0 0 0 • 0 0 0 0 ...,' 0 0 0 0 0 0 0 M. -._.. 0 '. 0 0 00 0 0 0 0 0 0 0 2A 2om 0.340 w, 9.42 35.73 A 0 0 0 0 0: 0 0 G ZA 2om - ... BIk wall, stucco ext 2A- 2om 0. 350 0. 201 0. 350 vv- w w 9' 69 5. 57 9. 69 33. 98 4. 37 28. 96 0 121 0 0 ,.., 73 0 0 408 0 321 0 0 0 0 0 0 0 0 0 0. 0 0 II- GG P _- C F ,,, 2A- 2omd 103 0sw - 11 D0_ _ .. . _ :. 161338ad _ 19C 19csp p 0.620 0.097 0.390 0.026 0.049 w n 17. 17 2.69 10.80: 0.72 A ; 0. 47< 17.02 1.75 12.03 1.41 0.30 48 0 0 0 0 48 0 0 0 0 µ824 0 u_ . 0 0 0 817 0 0 0 ff, 0 0 168 0 0 0 0 168 0 O 0 451 0 i 0 0 294 0 0 0. F 20P- 13c 0 068 1.88 0.98 0 0 0 0 0 __- 0 0 0 0 F 22Acplm . 0 989 M_ 27. 40_ m 0.00 325 38 1041 - 0,, 155 _... 12 ; 315 6 c) AED excursion 738 51 Envelope loss/ gain 3708 3095 1431 812 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4374 4510 1633 877 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4374 4510 1633 877 15 Duct loads 24 % 35 % 1031 1561 24 % 35 % 385 304 1 Total room load 1 5405 6072 2018 1181 Air required ( cfm) 262 267 98 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrigf tsol° t^ Right-SuiteO Universal 2018 18.0.13 RSU23828 2018-May- 1815:47:45Page 2 dCGRE\Lotl36KensingtonReserveSummerlandCGRE. rup Calc = MJ8 House faces: E wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 Job: Lot 136Ken sin gtonReserveS... Date: 06. 03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 ft 30.0 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 16.5 x 13.5 ft 5 Room area 36.0 ft2 222.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ ft2-OF) 13tuh/ft2) or perimeter ft) Etuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C- Osw, 0091 n;; 2.52 2.35 D 0 0' 0 0 0 0 0 T 2A-2om"-' .....,... 0.350'-- 1219 0 0.--_ 0 i 0 0 0-.._... 0 0 0 ylBlk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 1 1 1-' Vf/ ., ,; . 2A- 2om 12C Osw 0.350 O:091 n a _" 9. 69 2.52' 10.46 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A 2om 0.350 e' 9.69 33.98 0 0 0 0 0 = 0 0 0 II_GC2A2om. _ Blk wall, stucco ext 0.201 a 9.69' 5.57 33.98 4.37 0 42 0 42 0 234 0. 184 0 0 0, 0 0 0 w_- 0 0 12. 52 6.62 12.35 0 0 0 0 0 0 0 12C-Osw --- 0 091 s 0 0 0 0 108 ,; 0 93 234 219 2A 2oai _ _...,.-. 0.350-- s 9.69' 12.41 . 0 0 0 0__ 75 ..- 13 145 Blk wall, stucco ext 0201. s 5.57 4.37 75 75 416 326 0 0 0 0 2A-2om 12C Osw - 2A-2om ' : 0.350 0,091 0.340 s w : w== 9. 69 2.52 9.42 11.93 2.35 35.73 0 0 0 0 4 0 0 0 0 0 0 0 0 0 132 _ 0., 0 117 0 0 295 0 0 275 0 2A- 2om 0':350 w 9.69 .. 33.98 D 0.,..0 0 15 ;., O 145 510 Vj! Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 I-GG 2A-2omd 0.620 w 17.17 17.02 0 0 0 0 0 0 0 0 P 126- Osw 0,097 2.69' 1.75 0 0 0 0 0 0 0 0 D 11 DO _ _..',. 0:390 n 10.80; 12.03 C 16B- 38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F J9C 19cscp.. ....... 0.049 0.477 0.30 0 A 0 c T" 6 c) AED excursion -32 32 Envelope loss/ gain 997 487 1 981 1537 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1216 558 1432 2513 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 558 1432 2513 15 Duct loads 1 24% 35 % 287 193 26% 46 % 375 1145 Total room load 1503 751 1807 3658 Air required ( cfm) 731 33 88 161 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. k- wVOEJPV._. olt" 2018-May-1815:47:45 s Right - Suite® Universal 2018 18.0.13 RSU23828 Page 3 dCGRE\Lotl36KensingtonReserveSummeriandCGRE. rup Calc = MJ8 House faces: E wrightsoftx Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136Kensin gtonReserves Date: 06. 03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 ft 10.5 It 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 5.5 It 1.0 x 102.8 ft 5 Room area 27.5 ft2 102.8 ft2 Ty Construction number U- value BtUWf12-OF) Or HTM BtulVft2) 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 y/ G Vj! 12C Osw' 2A.2om _ _ .. _. _ _ Blk wall, stucco ext 0.091 0.350 0.201 n . n n 2. 52, 9.69 __._ 5.57 2.35 12.19 4.37 D 0 0 0 0 - 0 0 0 0 Y . ; 0 0 _ 0 48 0 0 48 0 0 121` 0 0 113 0_ 0 11 I G 2A 2om 12C Osw-` 0.350 0.091 n, e, 9769 2. 52 10.46 2.35 0 0 0 0 0 0 0_ 0 0, 0 0_ 0 0 0 0 0 2A 2om =- 2A tom - - Blk wall, stucco ext 0350 0. 350 0.201 e= e.'. a 9. 69 9.69'' . 5.57 33.98 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W l-.p 11J0 12C-Osw 0. CM 0:091 e s',` 16. 62 252 18. 51 2.35 0 0 0 0 0 0 0 y 0 0 0 0 0 0 L_ { v 2A 2om . ', Blk wall, stucco ext 0350 0. 201 s s s 9. 69: 5.57 12.41 4.37 0 0 0 .. 0 0 0 0 ,. 0 1 _ =• O 0 0 0 m _ , , 0 0 0 0 I-- G 2A-2om 12C Osw '' 2A 2om - 0.350 0.091 0.340 s i v 9. 69 2.52 9.42i 11.93 2.33 35.73 0 40 0 0 40 0 0 101 0 0 94 0 0 36 5 0 31 0 0 78 47 0 73 179 2A 2om . = . _ .. 0,350 w ; 9.69 _ _. 33.98 .- 0 0 0 0 0 0 0 0; Blk wall, stucco ext 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 P _ "" L- D 2A-2omd 126 Osw - 11 D0 _ .... 0,620 0.097 w _ n,, 17. 17 2.69 10.80.. ;. 17.02 1,75 12:03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d • .. 0 0 0 0 0 0. 0, 0 0 C F 16B 38ad 19C-19cscp_ 0.026 0049 0. 72 0.47., 1.41 0.30 28 0; 28 0 20 0 39 0 103 r,, __ 0 103 0 74 0 145 0'. F F_ ._-' 2OP- 13c 22A p1 _ _ _ 0.068 0,989 1.88 27.40. - 0.98 0:00 0 0 0 0 0 0 0 0 0 0 F-„ .., 0 0 0 0 6 c) AED excursion 9 51 Envelope loss/ gain 121 124 320 561 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 196 149 478 612 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 149 478 612 151 Duct loads 1 26 % 46 % 51 68 26 % 46 % 125 279 Total room load 1 247 216 603 891 Air required ( cfm) 12 10 29 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt^ w- Right - Suite® Universal 2018 18.0.13 RSU23828 2018-May- 1815:47:45Page 4 dCGRE\ Lot 136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E F- wrightsoftx Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136Kensin gtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 3. 5 x 19. 3 ftz 5. 5 ft 13.0 x 136. 5 ft2 10. 5 ft Ty Construction number U- value Btuf>/ ftz °F) Or HTM Btuh/ ftz) Area ( ftz) or perimeter ft) Load Btuh) Area ( ftz) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl G- Vj/ 12C- Osw 2A- 2om_0 Blk wall, stucco ext O091 350 0. 201 n , n- n 2. 52 9. 69 5. 57 2. 35 12. 19 _. 4. 37 44 0 0 44 0 0 111 0 0 104 0 0 84 0 _- _.. 15 0 69 0 0 174' 145 0 182 183 0 1 1 W 2A 2om 12C Osw -- 0. 350 0. 091 n_ eT 9. 69 2. 52 10 46 2, 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 2A tom ...: 2A 2om.., _ ... _ . - Blk wall, stucco ext 0350 0. 350 0. 201 e e.. a 9. 69 9. 69 5. 57 33 98 33. 98 4. 37 0 0 0 0 O 0 0 0 0 0 0 0 0..._ 0 0 0 0 0 0 0 0 0 0 D Vll v L- G 11J0 12C- Osw ' Blk wall, stucco ext 2A- 2om 12C Osw 2A 2om 0. 600 0 091 0. 350 0. 201 0. 350 0: 091 0. 340 e _ s S s s w w„ 16. 62 2. 52; 9. 69 5. 57 9. 69 2. 52 9. 42 18. 51 2. 35 12. 41 4. 37 11. 93 2. 35 35. 73 0 0 0 0 0 2828 0 0 0 0 0 0 0 0 . 0 0 0 0 71 0 0 0 0 0 0 66 0 a _. 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 Q 0 0 0 0 0 0 0 0. 0 0 0 0 y! 2A- 2om Blk wall, stucco ext 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 P I = n 2A 2omd.. 726 Osw _ iinn -=.. ;. 0. 620 0. 097 n • 4w w._ n '.: 17. 17, 2. 69' 1n Rrl 17. 02 175 19 fYt 0 0 0 0 0 0 n 0 p 0 0 0 0 0 0 0 0 6 c) AED excursion -13 32 Envelope loss/gain 195 183 1 418 506 12 a) Infiltration 135 44 158 51 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants Ca 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 331 227 576 557 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 227 576 557 15 Duct loads 26% 46 % 87 103 26 % 46 % 151 254 Total room load 1 417 1331 726 811 Air required (cfm) 201 15 35 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f* F- wrigl-tsof'[^ 2018-May-18 15:47:45 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 5 dCGRE\ Lotl36KensinglonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E wrightsoftx Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136Kensin gtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 3 Exposed wall Room height 8.0 ft 10. 5 ft heat/ cool 8.0 ft 12. 0 ft heat/ cool 4 5 Room dimensions Room area 13. 0 x 137. 6 ft2 10. 6 ft 10.5 x 126. 0 ft2 12. 0 ft 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 1 1 Vy IG_ Val G yl D y! L- G yl y/ L G P" " 12C Osw _ -^ 2A2om Blk wall, stucco ext 2A 2om 12C Osw 2A tom 2A_ 2om_. _ _ _ Blk wall, stucco ext 11J0 „_ 12COsw 2A 2om .. Blk wall, stucco ext 2A 2om o w, 2A 2om Blk wall, stucco ext 2A- 2om 2A- 2omd 126 Osw 11 DO ...,_. __.. . , ": 0091 0. 350 0. 201 0. 350 0. 091 0; 350 0. 201 0. 600 0. 091 0. 350 0. 201 0. 350 091 340 0350 0. 201 0. 350 0. 620 0. 097 r 0.390 n ' n:; n n, e =' e,' a e_ s s s s w w'= w_; w w w n_; 2. 52 9. 69 5. 57 9. 69 2 52 9. 69' 9. 69 5. 57 16. 62 252 9. 69. 5. 57 9. 69 2. 42, 9.42 m9. 69 5. 57 9. 69 17. 17 2. 69 10. 80. 2. 35 12. 19 4. 37 10. 46 235 33. 98 33. 98 4. 37 18. 51 2. 35 12. 41 4. 37 11. 93 235 35. 73 33. 96 4. 37 28. 96 17. 02 1: 75 12- 03 84 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-' 174 145 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 183 0 0 0" 0 0 0 0 0 0 0 r. `: 0 0 0 0 0 mom _ 0 N 96 15 0 0 0 0 T T 0 0 0 0 0 0 0 0 0 0 0 81 0"_.,... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 204 145- 0 0 MO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 191' 183 0 0 0 0 rr LLb 0 0 0 0 0 0 0 0 0 0 0. 0 0. C , 16B 38ad, 19cscp 0.026 0.049 0.72 1.41 137 137 98 0 193 0 126 126 91 178 22A p1 0. 27. 0.00 0 0 a 0 0 M 0 0 0 80 6 c) AED excursion -32 -38 Envelope loss/ gain 1 418 506 599 595 12 a) Infiltration 158 51 180 58 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) 576 557 779 654 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 576 557 779 654 15 Duct loads 26% 46 % 151 254 26 % 46 % 204 298 Total room load 726 811 983 952 Air required ( cfm) 351 36 48 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsof't.^ 2018-May-18 15:47:45 9CAM••• ^ ••••••^ w•• Right - Suite® Universal 2018 18.0.13 RSU23828 Page 6 dCGRE\Lot136KensingtonReserveSummerlandCGRE. rup Calc = MJ8 House faces: E wrightsoft" Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 ft 0 ft 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.5 38.5 ftz x 7.0 It 5.5 57.8 ftz x 10.5 It Ty Construction number U-value Btuh/ftz OF) Or HTM Btuh/ft2) Area (ftz) or perimeter ft) Load Btuh) Area (ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val y/ 12C-Osw 2A2om_;._,_-. ._._ _.: Blk wall, stucco ext 0091 0.350.:n- 0.201 n n 2.52 9.69:....._--12.19 5.57 2.35 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 x .0_ 0 0 0 0 0 0 0 Q' 0: 0 11 L-- 2A tom 12C Osw 0.350 0.091 n a 9.69 2 52 10.46 2. 35 0 0 0 0 0 0 0 0 0 0 0 _ _ 0 0 0 0 0 y/ 2A 2om 2A 2om ..- Blk wall, stucco ext 0350 0..350 0.201 a e".... a 9.69' 5.57 9833. E 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 1/l I- y1 L- G T12C- 0sw 11J0 12C Osw 2A tom Blk wall, stucco ext 2A-2om 2A 2om 2A-2om - -' 0 600 0 091 0:350 0201. 0.350 0.091 0.340 S _ O':350 e,,,, s s..' s s w w w •'. 16.62 252 9:69 5.57 9.69 2.52 9.42 9.69, 18.51 2.35 12-4,t 4.37 11.93 2:35 35.73 33.98 0 56 0 0 0 0- 0 0 0 56 0 0 0 0= 0 0= 0 141 0 0 0 0 0 0 0 132 w_ _.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' . 0 0 0 0 0 0: 0 0 0. 0 0 0 0 0 Q- y/ Blk wall, stucco ext 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 I-GG P ' 1-D 2A 2omd _ 126 Osw _ 11 DO . _._._ _.- . 0.620 0:097269 0.390 w n- 17.17 10780 17.02 1.75 12.03 0 D 0 0 0 0 0 0 4___ .0 0 0 0 0 0 T. _ _ 0 1 0 . 0 - 0 ._ -- 0,0 0 y_ 0 0 C - _ . F ' - F 166 38ad 19C-19c"scp 20P 13c 0.026 0:049 0.068 0.72 0'4Tr 1.88 1.41 0:30 39 0 0 39 0 0 28 0 0 54 0 .- 58 0T 0 58 0_ 0 42 0 0 82 Cf O 0. F 22A-cp1 A 989 27.40 0.98 0.,00 0 0 0 T 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 1 0 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 26 % 46 % 72 95 26 % 46 % 11 35 Total room load 1 3461 303 52 112 Air required (cfm) 17 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wl. wrGgt tsolt .. -•^ »-• Right -Suite® Universal 2018 18.0.13 RSU23828 2018-May-1815:47:45 Page 7 dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 9 - wrightsoft* Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot136KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 3 Exposed wall Room height 8.0 ft 0 ft heat/cool 8.0 ft 48.0 ft Pleat/cool 4 5 Room dimensions Room area 7.5 x 71.3 ftz 9.5 ft 1.0 379.8 ftz x 379.8 ft Ty Construction number U-value BtulVf12-0F) Or HTM Btuh/ftz) Area (ftq or perimeter ft) Load Btuh) Area (ftz) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 V G tyl D v/ G y/ L G P D C F F... ._ 12C Osw , 2A 2om_ ._ Blk wall, stucco ext 2_A 2om 12C Osw 2A 2om ..... 2A-2om, ..'' _ •_ Blk wall, stucco ext 11J0 p2C-Osw' 2A-2om Blk wall, stucco ext 2A-2om 12C Osw . 2A tom '=' 2A 2om.. Blk wall, stucco ext 2A-2om 2A-2omd 126 -Os ` 11D0. , - -_ 16B-38ad 19C,19cscp 2OP-13c _ - 0:091 0.350 0.201 0.350 0.091 0350 0.350 0.201 0.600 0.091 0i350 0.201 0.350 0.091 0.340 0.350 0.201 0.350 0.620 0.097 0.390 0.026 0;049 0.068 0 989 n `' n-,. n n-, e' a a a e" s s.. s s w w w.,, w w w. T- n_ 2.52` 9.69. 5.57 9.69 2.52 9.6,9 9,69_ 5.57 16.62 2.52 I..._..9.69 5.57 9.69 2.52 9.42 9.69 5.57 9.69 17.17 2.69 10.80. 0.72 0.4T 138 27`40 2.35 1219 4.37 10.46 2.35 33.98 33.98 4.37 18.51 2:35 12."4.t 4.37 11.93 2.35 35.73 33.98 4.37 28.96 17.02 1.75 12:03 1.41 0.30 0.98 0.00 0 0 0 0 0 0 r ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 71 0 0 0 0 0.._-: 0 0 0 0 0 0 0 w_. ,0.. 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 w, .._ 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 152 12 15 0 0 232 0 0 0 0 0, 0 0 0 0 0 0 380 0 155 0;; 0 0 0 0 125 0 0 0 0 232 0 0 0 0 0 0" 0 0 0... 0; 0 380 0 155 0 0' k-... "0:.. 0 0 315 116', 145 0 0 585' 0 0 0 0 0 0 0 0 0 0 0 273. 0 291 0 0 0 0 0 294 408 5.10. 0 0 546 0. 0 0 0 0 0 0 0 0 0 0. 537 0' 151 r;,0 6 c) AED excursion -38 -25 Envelope loss/gain 51 62 1726 2419 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 662 2448 2653 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 662 2448 2653 15 Duct loads 26% 46% 13 302 269/6 46% 641 1209 Total room load 651 4 3089 3861 Air required (cfm) 31 42 150 170 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightso7't® 2018-May-18 15:47:45 ACCLA -•• •• ^• v Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8 dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E FF wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 Job: Lot136Ken sin gtonReserveS... Date: 06. 03.15 By: BENTLEY 1 Room name BATH 2 2 Exposed wall 15.5 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 10.5 x 5.0 ft 5 Room area 52.5 ftz Ty Construction U-value Or HTM Area (ftz) Load Area Load number Btuh/ ftz°F) Btuhftz) or perimeter ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl ' " t . G- 12C-Osw 2A-2om, _ . .-..-- _ 0.091 0350._ n „ n, 2: 52 9.69:_. 2.35 12.19_.._.__. 40 0 40 0 101 0 94 P__ 0 v Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 1 1 C 2A- 2om 12C Osw 0.350 0 091 n a 9. 69 2.52 10.46 2 35 0 84 0 69 0 174 0 162 G r- G y/ 2A 2om = 2A 2om. _ , r Blk wall, stucco ext 0.350 0.350 0.201 e • ; e:" a 9. 69 9.69 5.57 33.98 33.98 4.37 0 15 0 0 0 0 0 45 0 0 510 0 t- D y! 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 G2A 2om _. _ 0.350 s - 9.69 12.41 _.. 0 0 0 0 Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 t-G2A-2om 0.350 s 9.69 11.93 0 0 0 0 w! L-_ G 12C Osw ;, 2A2om:. 0 091 0340 w w 2. 52 9.42 2.35 35.73 0 0 0 0 0 0 0 0 2A tom 0 350 w. 9.69' 33.98, 0 0 0 0 Vi/ Bilk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 I 2A 2omd 0.620 w 17.17 17.02 0 0 0 0 P 12B- 6sw 0.697 2.69 175 0 r 0 0 0 11D0 0. 390 n:-': t0.80:..,,72.03 hf_._. 0 0 C 16B- 38ad 0.026 0.72 1;41 53 53 38 74 F 19C- 19cscp , 0.049 0.47. 0.30 53 53 25 16 m 6 F 20P- 13c 0.068 1.88 0.98 0 0 0 0 F.•, . 22A cpl., 0.989 27.40 0.00 0 0 _ 0 6 c) AED excursion 16 Envelope loss/ gain 483 872 12 a) Infiltration 233 75 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 716 948 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 716 948 15 Duct loads 26 % 46 % 187 432 Total room load 903 1380 Air required ( cfm) 44 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoiit^ 2018- May-1815:47:45 9CA ^ • •• • - -„.:- Right - Suite® Universal 2018 18.0.13 RSU23828 Page 9 dCGRE\Lot136KensingtonReserveSummerlandCGRE. rup Calc = MJ8 House faces: E Duct System Summary Job: Lot136KensingtonReser... W rightsofte Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3707 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 270 in/100ft 1283 cfm Cooling 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 270 in/100ft 1283 cfm 126 ft 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 112 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BATH 2 C 1380 44 61 0.305 5.0 Ox 0 VIFx 26.6 85.0 st1 BED 2 C 811 35 36 0.328 6.0 Ox 0 VIFx 18.8 85.0 st3 BED 3 c 811 35 36 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 h 983 48 42 0.318 6.0 Ox 0 VIFx 21.9 85.0 st1 GREAT RM h 3771 183 152 0.280 8.0 Ox 0 VIFx 29.4 92.0 st2 GREAT RM-A h 3771 183 152 0.291 8.0 Ox 0 VIFx 24.7 92.0 st2 LAUNDRY c 964 3 42 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 3861 150 170 0.328 8.0 Ox 0 VIFx 18.8 85.0 st1 MASTER BATH C 891 29 39 0.312 5.0 Ox 0 VIFx 23.9 85.0 st3 MASTER SUITE C 3658 88 161 0.319 8.0 Ox 0 VIFx 21.6 85.0 st3 MASTER W.C. h 417 20 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st3 MASTER WIC h 247 12 10 0.309 4.0 Ox0 VIFx 25.0 85.0 st3 MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st3 NOOK/ KITCHEN C 6072 262 267 0.270 9.0 Ox0 VIFx 33.8 92.0 st2 POWDER h 1503 73 33 0.283 5.0 Ox 0 VIFx 28.0 92.0 st2 STUDY h 2018 98 52 0.274 6.0 Ox 0 VIFx 32.0 92.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 241 272 0.305 499 10.0 0 x 0 VinlFlx st2 Peak AVF 799 656 0.270 572 16.0 0 x 0 VinlFlx st3 Peak AVF 201 273 0.296 500 10.0 0 x 0 VinlFlx wrightsofC® 2018-May-18 15:47:46 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCA... dCGRE\Lot136KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsoft" 2018-May-1815:47:46 V~+ A Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 ACCK...dCGRE\Lot136KensingtonReserveSummerlandCGRE.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 136KensingtonReserveSummerlandCGRE Builder Name: RYAN HOMES Street: 3707 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ce0fings a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/18/2018 3:23 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 3C Ul e+ S P m P 3 3 3C 3 n PZ P7 nm O t) 7n Sm In Pi OC3 Q rFSm P Z SP 3Q m v mi rF Sm H fFP C+ N I'l3 mif0 X n0 am D cn r+ SP N P3 I I011 3kA C P O3 P 0 rl 6 ! -4 -' Z XP!}P 0 a S 3 p Ix C w Lr.,WCA 7-3mn C fJ T t •F C FOR maCi O N G-4 CN M Q0 Qo< to S y rq o° 3c Q3 M, a 3j N A oM > N U A M ty 3: N3' bath duct to roof cap NNav A n - EP XPxO.* N w/fan 00 "' 0Nutone 961RNB P zz N 3 Z 0. 023 m 0111111111111wi C3 o xI I g I g! I N A o 1J. O II II k I I Ialu. 41 I I I r m X P m X O; bye I n aI I I P I i NIW zIQ7 ff., a G V ad-1J 3/d XZ V 25- sm mow AD J 18'x12' I a CD NW o ppa D a CHIC `. 0 II ry II No I I I L O II II 1 3' bath duct to roof cap 4' dryer duct w /fan to roof cap en w/dryer t box Nut ne 696RNB xeadl aen w x WA g 6 nA p Qcx a 9 E_ oX e4 m LL t_ N UA mn rR a 4 : M n y n X A o X W m I A to o 4•0 IF r Z rf- W S m o. m o A C\ 0 No X P P 0; to fD 4 O P -3S x D• X n a OP cn m x p O S cc) Q znn I C+ 110 6 Iwc 6 I g SI D/AlJXQZ 1d le6p-! H 30w4w MW%4 BUILDER: RYAN HOMES KEV1Ili INb Pol Air PLAN S U M M E R L A N D DATE By Neatino,, Air Conditioning & Fefrioeration, Inc, LOT 136 0 5. 18.18 S R P 53d Codisco Wal i SUBDIVISION KENSINGT N RESERVE Sanford FI, 32771 DATE: 06.03,15 Phone: 401-831-2665 DRAWN BY: BENTLEY FaK: 0-333 3853 ILI )dG -M 11) if RECORD COPY I M PI& Fd0. JWYlkV /7rDt.4 V-Q 60 I Q)q SANFoRD 5 RECORD COPY DESCRIPTION AS FURNISHED: Lot 136, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 137 P.C. FSf' I& - DATE TRACT J POND-D N 00019'06 Ok to construct single family home 53.82' with setbacks and impervious area shown on plan. 3(O X"I* `^ f - 1?A H7-LEY DO TrI/V L OOP 50' R/W) LOT 135 DRAINAGE INLET PER CIVIL PLANS PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS U= PROPOSED DRAINAGE FLOW PLOT PLAN AREA CALCULATIONS FRONT = REAR = 20' LOT GRADING TYPE p IMPERVIOUS COVERAGE = 2,235t SQUARE FEET OR 36.19<' LOT CONTAINS 6,189± SIDE = 5' FOR 40' LOTS A 5 Q0' SQUARE FEET SIDE = 7.5' FOR 60" LOTS PROPOSED FINISH FLOOR PER PLANS = 29.8' Q LIVING AREA CONTAINS 1,548t SQUARE FEET SIDE = JO' FOR 75' LOTS I CONC/LANAI PORCH CONTAINS 687t SQUARE FEET SIDE STREET = 25' CRUSE'YVHEYER-SCOTT ASSOC. f INC. - LAND SURKEYORS LEGEND - LEGEND - P PLAT PDL POINT ON 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. LINE TYPICAL NOTES: I.P. I.R. IRON RODIRONROD P.R.C.R.C.• P.C.C. POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH SY THE FLORIDA BOARD OF C.N. CDNCRE7E MONUMENT RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. 1/2' IA r/NLBLB 4596 N.R.R. NON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SELL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED - V.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSP.O.B. POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY, P.O.C. POINT OF COMMENCEMENT PAK PERMANENTS REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. QN&D CENTERLINE NAIL & DISK F.F. BS.L. FINISHED FLOOR ELEVATION BUILDING SETBACK 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/W RIGHT-DF-WAY EX. BENCHMARK B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHT. EASEMENT B.H. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE 9EARINC (B.S.) DRAM. UTIL. DRAINAGEUTILITY 8. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CL.FC. CHAIN LINK FENCE 9. CERTIFICATE. OF AUTHORIZATION No. 4596. WD.FC. = WOOD FENCE C/B = CONCRETE BLOCK P.C. POINT OF CURVATURE P. T. = POINT OF TANGENCY DESC. - DESCRIPTIGN R • RADIUSARCLENGTH D = DCLTA C a CHORD C.B. a CHORD DEARING NORTH THIS BUILDING/PROPERTY DOES NOT 1JE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE X" MAP 112117CO09OF (09-28-07) CERTIFIED BY: 5 T GRUSE EYER, R.LS. J 4714 JA W. SCO R.LS IJ 48 01 SCALE H I- - 20 1 DRAWN BY.: s - I V PLOT PLAN 05-03-2018 I 2781-18 REVISED PLOT PLAN 05-03-2018 i- 06 UCORD COPY City of Sanford Building and Fire Prevention Product Approval Spe ' 'cation Form NG Permit # 1 8- 2 7 9 5 s4 rIF0RPD Project Location Address As required by Florida Statute 553.842 and Florida Administrative`ebde 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH:772-409-1010 _ FX: 772-409-1015 www.AlTruss.com a... mrebENuINEESv. c _ r € R d . i h ` p %sdr M § , H "_.. 6l% BUILDER:, PROJECT: COUNTY: LOT/ BLK/MODEL: JOB#: MASTER#: OPTIONS: lTy1_ l0r0o1'k"A= KENSINGTON RESERVE ?9 0 SEMINOLE 0 b LOT: 136 / MODEL:SUMMERLAND / ELEV:C / GAR R WRCSUCL5 LANAI:: BATHROOM 2 o a v, z s X 0 o g v H 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. A# TRU55ES A FLORIDA CORPORATION RE: Job WRCSUCL5 JOB #72248 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #136 Address: City: Model: SUMMERLAND "C" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 48 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0005968 A01 4/27/18 13 A0005980 I CJ2P 4/27/18 25 A0005992 FL04 4/27/18 2 A0005969 A02 4/27/18 14 A0005981 CJ3 4/27/18 26 A0005993 FL05G 4/27/18 I3 A0005970 A03 4/27/18 15 A0005982 CJ3A 4/27/18 27 A0005994 FL06GE 4/27/18 4 A0005971 A04 4/27/18 16 A0005983 CJ4P 4/27/18 28 A0005995 FL07 4/27/18 5 A0005972 A05 4/27/18 17 A0005984 CJ5 4/27/18 29 A0005996 FL08 4/27/18 6 A0005973 A06 4/27/18 18 A0005985 D07 4/27/18 30 A0005997 FL09G 4/27/18 7 A0005974 A07 4/27/18 19 A0005986 FG2 4127/18 31 A0005998 FL10 4/27/18 8 A0005975 B03 4/27/18 20 A0005987 FG3 4/27/18 32 A0005999 FL11GE 4/27/18 9 A0005976 B03E 4/27/18 21 A0005988 FG6 4/27/18 33 A0006000 HJ5C 4/27/18 10 A0005977 B04 4/27/18 22 A0005989 FL01 4/27/18 34 A0006001 HJ6P 4/27/18 11 A0005978 CA 4/27/18 23 A0005990 FL02 4/27/18 35 A0006002 HJ7 4/27/18 12 A0005979 CAA 4/27/18 24 A0005991 1 FL03 4/27/18 36 A0006003 J3A 4/27/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA. i Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of tt building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents' provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professioyy hhhonlYt engineering responsibility for the design of the single Truss depicted on the TDb.only. Tf Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. BSCA22100 0000004C1297DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section,6.3 A-1 ROOF These truss designs rely on lumber values established by others. d4#==TRUSSES AFLORIDA CORPORATION RE: Job WRCSUCL5 No. Seal # Truss Name Date 37 A0006004 • J3E 4/27/18 38 A0006005 J5C 4/27/18 39 A0006006 J6P 4/27/18 40 A0006007 J7 4/27/18 41 A0006008 L01 4/27/18 42 A0006009 L02 4/27/18 43 A0006010 L03 4/27/18 44 A0006011 M6A 4/27/18 45 A0006012 M613 4/27/18 46 A0006013 MG7 4/27/18 47 A0006014 VM3 4/27/18 48 A0006015 VM5 4/27118 49 STDL01 STD. DETAIL 4/27/18 50 STDL02 STD. DETAIL 4/27/18 51 STDL03 STD. DETAIL 4/27/18 52 STDL04 STD. DETAIL 4/27/18 53 STDL05 STD. DETAIL 4/27/18 54 STDL06 STD. DETAIL 4/27/18 55 STDL07 STD. DETAIL 4/27118 56 STDL08 STD. DETAIL 4/27/18 57 STDL09 STD. DETAIL 4/27/18 58 STDL10 STD. DETAIL 4/27/18 59 STDL11 STD. DETAIL 4/27/18 60 STDL12 STD. DETAIL 4/27/18 61 STDL13 STD. DETAIL 4/27/18 62 STDL14 STD. DETAIL 4/27/18 63 STDL15 STD. DETAIL 4/27/18 64 STDL16 STD. DETAIL 4/27/18 Page 2 of 2 Jpb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005968 WRCSUCL5 A01 Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:07 2018 Pagel ID:?sOQvIlzBGko2hFpRYib=Opep-RCH60EA6HsiYeETCQ61 PNK122OZzBpHXcRRrzQzMTQM 1-0- 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 31-0-Q 1-0- 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 Dead Load Dell. = 5/16 in 14 16 — 27 28 — 29 11 30 '- 31 32 - 19 11 5x8 = 2x4 11 4x10 = 5x10 MT20HS= 3x8 = 2x4 11 Sx8 = Plate Offsets (X Y)-- 7-0-0 2:0-0-0 0-1-6] [3 0-5-12 0-2-8] 5-4-9 5-Z-13 6:0-5-12 0-2-8] [7:0-0-0 0-1-6] [10:0-3-8 0-1-81 a-v-v 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 0.90 Vert(LL) 0.37 10-12 961 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.56 10-12 644 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 164 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 . WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-11 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 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 27) Max Uplift 2 = 979(LC 4) 7 = 979(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1917/652, 3-15=-5141/2072, 3-20=-6370/2731, 20-21=-6370/2731, 4-21=-6370/2731, 4-22=-6370/2731, 22-23=-6370/2731, 23-24=-6370/2731, 5-24=-6370/2731, 5-25=-6390/2741, 25-26=-6390/2741, 6-26=-6390/2741, 6-18=-5138/2070,7-18=-1916/652 BOT CHORD 14-16=-537/1138,13-16=-1819/4653, 13-27=-1818/4670,27-28=-1818/4670, 12-28=-1818/4670,12-29=-2625/6390, 11-29=-2625/6390, 11-30=-2625/6390, 10-30=-2625/6390, 10-31=-1822/4665, 31-32=-1822/4665, 9-32=-182214665, BOT CHORD 14-16=-537/1138, 13-16=-1819/4653, 13-27=-1818/4670,27-28=-1818/4670, 12-28=-1818/4670,-12-29=-2625/6390, 11-29=-2625/6390, 11-30=-2625/6390, 10-30=-2625/6390,10-31=-1822/4665, 31-32=-1822/4665,9-32=-1822/4665, 9-19=-182414649,17-19=-483/1138 WEBS 3-13=0/510,3-12=-927/2062, 4-12=-679/474, 5-10=-689/472, 6-10=-942/2090, 6-9=0/501, 2-14=-1627/562, 15-16=-396/831, 14-15=-1767/696,2-16=-474/1299, 7-17=-1627/562, 18-19=-394/829, 17-18=-1766/696, 7-19=-474/1298 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); 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 979 Ib uplift at joint 2 and 979 Ib uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 Ib down and 235 Ib up at 7-0-0, 119 Ib down and 140 Ib up at 9-0-12, 119 Ib down and 140 Ib up at 11-0-12 119 Ib down and 140 Ib up at 13-0-12, 119 Ib down and 140 Ib up at 15-0-0, 119 Ib down and 140 Ib up at 16-11-4, 119 Ib down and 140 Ib up at 18-11-4, and 119 Ib down and 140 Ib up at 20-11-4, and 236 Ib down and 235 Ib up at 23-0-0 on top chord, and 369 Ib down and 118 Ib up at 7-0-0, 91 Ib down and 22 Ib up at 9-0-12, 91 Ib down and 22 Ib up at 11-0-12, 91 Ib down and 22 Ib up at 13-0-12, 91 Ib down and 22 Ib up at 15-0-0, 91 Ib down and 22 Ib up at 16-114, 91 Ib down and 22 Ib up at 18-11-4, and 91 Ib down and 22 Ib up at 20-114, and 369 Ib down and 118 Ib 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: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-189(F)6=-189(F) 11=-74(F) 13=-369(F) 9=-369(F)20=-119(F)21=-119(F)22=-119(F) 23=-119(F) 24=-119(F) 25=-119(F) 26=-119(F) 27=-74(F) 28=-74(F) 29=-74(F) 30=-74(F) 31 =-74(F) 32=-74(F) tindry rhf;elWn(!Ir!t+ie•!4'd t IOC; Bl5S3(i(t(Et y6ER32:((WS8(Ot:tilAh}(IS10K(7];!.(tl[R"coMEp'Ixs,.fed(9esip lnfadm e I FeJ wlzs n!tisi:ts!trip Arrial;lf;{fu ilF idWrl.Ienlaul.E tds:.xr'-!!s+h!h!ese. lids;Ftler.is!dFlel xdf i6P,a!p 1liificfufmi{re. ;td; e;eehrihf l)6la iefdll. Ise irnsDnip[fgFee /. Ssoifflr iedefr;,;e!udxsvlU6:epesedsrtx!fdaatedik pd!Sfipdfef:F!:nl!S(IlSiiilll(l'llf l!S'iAEIkFS F(t f i?0!I Ft 11t 1UD 3df: Peed 1.H.I. Il4?Si(snsmpiFe leu:q<aann;. stittlilat Amhony T. Tjmbo H!, P.E. d sednst.s4f•ttfiff islk respf blindhe7rnrilf C+aisF Nt 9clk tale FUi(ee a3x uhddta lR'ns::; al tleln.. Ei#nd lfgr Fdi 116Feln.h lisednei-ss.uJfa koi'.ua-'F:ryF ashlld ie aepFrexil as lswland <80083 Ikt- t 7es:r fu[eaeem.:'eet .r.w +rte i66 e im lialiasseped sdne teil4q(eaµaen Sdmi F: Fd .tC,frdliskdn lA ml SNdm!rdv mwif andai/nF Irlain>k!t.laeua liesm9 EFa.sdl itsF 6esiper,l fss lesgF u;mt!m11 .MiFdeFMu rt:es 4451 St. Lucie Blvd. f4F. wiu /dim Fy a.em•ed a td e f ie wroq 1! dl rfr Fs uncle// Tfe ins r,:a.ryuee! s ICT e. td:eay„ ipur. x l e.s S s.a e!e! of. ar a68q. dfi uo,—i a 4!as me n /duel is III I- Fort Pierce, FL 34946 opyrighIC- 70I6A 1 Roof Lusses-Anthonri, lemon ill, P.E. Reproduction of this document, in oar form, is prohibited without the - written permission hom A -I Roof Tresses- Anthony 1. Tomb. ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' WRCSUCL5 A02 Hip 1 56 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:07 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-RCH60EA6HsiYeETCQ61 PNKI7NOZbBuWXcRRrzQzMTQM r1-0-Q 9-0-0 15-0-0 21-0-0 30-0-0 31-0-Q 1-0-0 9-0-0 6-0-0 6-0-0 9-0-0 11-0-01 4x6 3x4 = 4x6 Dead Load Defl. = 3/8 in 13 10 12 lU - t7 ZU 3x6 II 3x4 = 5x6 WB= 3x4 = 3x6 11 9- 0-0 21-0-0 30-0-0 9- 0-0 12-0-0 9-0-0 Plate Offsets (X,Y)-- 2:0-4-3 Edge), [8:0-4-3,Edgel LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.36 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.75 10-12 478 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 133 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 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 14=-862/0, 3-14=-709/0, 34=- 2162/1409, 4-5=-1918/1412, 5- 6=-1918/1412,6-7=-2162/1409, 7- 18=-709/0,8-18=-862/0 BOT CHORD 13- 15=-799/896, 12-15=-1089/1904, 11- 12=-1345/2186,10-11=-1345/2186, 10- 1 9=-1 092/1904, 17-19=-817/896 WEBS 4- 12=-94/494, 5-12=463/310, 5- 10=-463/310, 6-10=-94/494, 2- 13=-625/197, 15-16=-104/371, WEBS 4- 12=-94/494, 5-12=-463/310, 5- 10=-463/310, 6-10=-94/494, 2- 13=-625/197, 15-16=-104/371, 14- 16=-146/437, 2-16=01460, 13- 16=-689/761,3-16=-1846/1672, 8- 17=-625/197, 19-20=-104/372, 18- 20=-147/437, 8-20=0/460, 17- 20=-689/763, 7-20=-1846/1672 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 8. LOAD CASE(S) Standard hrmi, Ilnse asgH m,aix'A-I13rr 11i1)ES'SELL117,6rFEtki TEAMSd(M'ill[AS fpt13M{{"tIT, (KIC ,36dW I., fierily Imp F—ers aM rnd ndasxItis1•r: De 'eD ig1lf.,eiIht kaN#y1 Icx,AAI,1E.Idxlxt Sksr'eexe at. Dd!ss dlc+ke ddtl ev he IDD, &elY Milli uavem Vs skgle(hr Re T)D la x*Mil ks erns DesgeEP— rx tltrf0-1ra dn#r TDDap,-Atsee xteden« 9 ow l otss d#: t tmp!,p sWay f lxl :Ikskp Pit, iavl!laa neiDD#q. der P.M. 'k#bp nsmN#s leegaali sanatilry Anthony T. Torrlbo A!, P.E. d s dn.s l?s fif iot, twl(#is lk txtklllr d•k 3nl he a—,', s aged e'Ik tdlf eDst.. "e ulnd N HE, no X, mi ot Wm iMI 7e gyna dIn IDD Wmhtl do ",«J 4L-Wq. svitc nhlld", W kid. ad.' ka-a nA 80083 Ztwisl(k •d. Id pane pida# rr l # -# ! •e,pu ints eei nres d•k.l s. D'sipn, his, rasp EaPtn ni r e.. M.e ffix; #iu(Li,e IatA7„ t xae,x 1. sslr:a-gitr:arodffiq. 1DIq:..:rMn•es nt os ddaN is TH-I. 4451er ,FIL 3494 Fort Pierce, FL34946op7igh1V20I6AIRoell2usses-Anihonyl.lembolll, P.[. Reproducion of this ilatumeni, in any Tom is prohibited without the rinen permission hom A-11 Roof Trusses - Anthony 1. Tombo 111, P.E. Jpb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005970 WRCSUCL5 A03 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:08 2018 Page 1 ID:?sOQvl IzBGko2hFpRYib=Opep-vOrU DaAk2AgPG020_pYewXaGsQwQwPxgg5BOVszMTQL r1-0-q 7-1-8 11-0-0 19-0-0 22-10-8 30-0-0 31-0-Q 1-0-0 7-1-8 3-10-8 8-0-0 3-10-8 7-1-8 5x6 11 5x6 // Dead Load Defl. = 3/16 in 14 Tt 1J I its 4x6 II 3x4 = 4x6 — 3x4 = 46 11 19-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-12961155, 3-15=-1169/55, 3-4=-2186/1561, 4-5=-1968/1385, 5-6=-1800/1341, 6-7=-1968/1385, 7-8=-2186/1561, 8-1 9=-1 169/55, 9-19=-1296/155 BOT CHORD 14-16=- 692/716, 13-16=-1261/1953, 12-13=-961/1800, 11-12=-961/1800, 11 -20=-1 266/ 1953, 18-20=-710/716 WEBS 4-13=-362/ 394, 5-13=-152/438, 6-11=-152/438, 7-11=-362/394, 2-14=-872/358, 16-17=0/372, WEBS 4-13=-362/ 394, 5-13=-152/438, 6-1 1=-1 52/438, 7-1 1=-362/394, 2-14=-872/358, 16-17=0/372, 15-17=-289/498, 2-17=07793, 14-17=-474/631, 3-17=-1559/1652, 9-18=-872/358, 20-21=0/372, 19-21=-290/498, 9-21=0l793, 18-21=-474/636, 8-21=-1559/1652 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, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/ 190 Weight: 129 Ib FT = 10% 0R ZtW-4 {lere Mormwr= ww tu'1110C, I1UMS s(LLErt 61ei1' IztYS a(0€dTIM(Islum OW,AMCM-EPWM-Ix¢.ierAileapInane,wlr,dWE, a Ns Lns Nu. 3-in, JIVof in, kMetr 1. Iaek in, I.E.tri-8vek:,— ildns,Mer.A. ddd n It, ID®,nh Ilii,k;aamt{re., id,:.,:ed Mr Mt l)U lak.dil. s!eLns 9esge hgnn;.,<uthAr E,flnt?.'le sedn nrt0e e,pesedsnpaxa:edae pdnsind ea:,t±n,t etyndlilrti .'Me ln!ttc,'M,seJEl,si?r'1!I It Ml iJD nl{,,:ddU 7nl. Mkt„ip xuMpues ItX:eyrndnw:.'ndilry Anthony T. Tornbo HT, P.E. W s dMlsl s 4ttdifiteisletr,s{n'itilgdlklnn.M,prai.tao n .Iktrill' De pe•,aM,'aMddMeIR(,h, 3:alMelcst- :,E,l,nlKI.tqf: , a in U9,Nmld/ It 96,ins'.»! 4kena-R.Wa s+lldinnik.-aif.m.FtEV-Eind z 80083 Me t't"r Ots ga a(ar ms'. .i nY' e, a,'ntk lUlt Mlk {Exl tt ai }nl l',s lM tllii(,aprnis nhn:nEun;IXSl; ptl sktfl ry ot/st[A i ed enk p,ntlI idaE_ It.I hln.Mt.espcs:,:.ties tm.s 24..lw tM.iptr,ins ge VI'pan 1 4.siMaletrte ae!: 4451 St. Lucie Blvd. 4Etwiu idMEi tt n.d tgrd, a i, wnfiq ly dl {,r Es' t,.ted Tae Tn..t, p.yleen , rCt w<tn.1a{ se,.p,r. tr tn!s 6r'`n iy enr d ar Wiley. nl t K..rta eras nE n IeEnd i, n11. Fort Pierce, FL 34946 opyright(02016AIRnofLassts-Whiney 1.TomheIII, P. L Repoduision of this ilommem, in any form, is probibiled witlicul the wines, permission from A-1 Roof Trusses - Anthony 1. Tombis III, U. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 A04 Hip 2 1 A0005971 Al Rnnf Tmscac Fnrt Pi- FI 1dOAa .ee' 1t Job Reference(optional)a i gn,—a russ.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:5609 20 88 Page 1 4x6 0 4x6 11 6-6-3 6-5-1 Dead Load Defl. = 3/16 in 4x6 11 ""' — 4xb = 3x4 = 4x6 11 0R LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/defl L/d PLATES GRIPTCLL20.0 Plate Grip DX 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 MT20 244/196TCDL10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240BCLL0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/aBCDL10.0 Code FBC2017/TP12014 Matrix -MS Weight: 133 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4'SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1219/294,3-15=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-19=-1078/170, 9-19=-1219/294 BOTCHORD 14-16=-641/679, 13-16=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532, 11-20=-1365/2017, 18-20=-659/679 WEBS 4-13=-465/531, 5-13=-223/498, 7-11=-465/531, 6-11=-222/498, 2-14=-852/447, 16-17=0/325, 15-17=-350/525, 2-17=-367740, WEBS 4-13=465/531, 5-13=-223/498, 7-11=-465/531, 6-11=-222/498, 2-14=-852/447, 16-17=0/325, 15-17=-350/525, 2-17=-367740, 14-17=-448/561,3-17=-1593/1624, 9-18=-852/447, 20-21=0/325, 19-21 =-351/525, 9-21=-36/740, 18-21=-448/566, 8-21=-1593/1624 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 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard 6, y 11 sr dcragk ra e+'tk'R190C ns S irtlEr"C 6ER I1.rekSa(;u IiIGAl(USiuk "Dn7 iir& ,kfR"Imx. ir.Uy hop reandns aid rwA ads Nh"s ksc lto'ry srf>?aai rta adf 71. laxoa'I, r.F fd exetlmr?ere rse. Udes: rde.ise ddel ae lk lDD, ayMsit nnis -11i ims is H* nD n kIfty 4! e'rat Deep f fl cse 11 [die ;,:i d n IDD p e:edt ae n;e3'm:r d In r d ss d n Its-! tryrslt 1 it la laSn<, fk , e 1. s e a l ! n tl TDD ede racer TYI 'k a iga nsmNiaas. bn.ea aadnns, sailoliprydsdnsl4 .t-Ifarttkreryalilmd;xlneelk0 ?n axr.thtsW.0 'x:.rdandlkl4(,yz;;s/tllxE': riew3M-Il andl DDN tied do ';66uRxd.omsx-r.nsnilrl aekiersad-pma:nd AnthonyT.T r'lho1TT,P.E. 1 n « 80083INhis! Driers.' (H a>s n es s tk IDD cal lit pon , ml piief d tle l06.1 Cee:pnnul Sony hn,nenr t(J' plhska q fal aa/ SHI dm_m 3M g nd adam*, It l k: p: . re;taa .>:. ties nd aa." I'64 l s. ki }an, lrn. hifW., mpamal rn., m! r'!Pa:v, a:rssa'Fmr,n ldlnlre.ak•N yveal anau+stihry 1. dl ren:n imdseL taern s.asm.4 aem Rlrl t..anr.e,r,g,mr:sqt.-,>apanra mr a ISry. ul rw!d,>a-e•asmsmad aellarrla_ 4451 St, Lucie Blvd. Copyright r 101dAifoot Trusses-Antfony i. Tombo 111,P.E. Reproduniaa of this document, in oay form, is prohibiled withosn the aaritled permission hom A-i Roof Trusses -Anthony T. Tombo III, P.E. Fort Pierce, FL 34946 Jib Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005972 WRCSUCL5 A05 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 8-0-0 Run: 8.120 s Nov 12 2011 Font: 8.12u s Nov 12 201 / na{ { ek industries, inc. R ID:?sOQvl IzBGko2hFpRYi bzzzOpep-snzEeGC_an46ViCn5E 0-0 22-0-1 1 30-0-0 7-0-1 5.00 12 4x6 = 7-11-15 27 16:56:10 2018 Page 1 15 3x4 = 4x6 = 3x4 = 4x6 11 4x6 11 Dead Load Defl. = 1/4 in 10-0-15 19-11-1 :Su-u-u 10-0-15 9-10-2 10-0-15 Plate Offsets (X,Y)-- [2:Edge,0-0-0] [10:Edge 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 12-14 >841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.68 12-14 >533 240 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 137 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1087/210,3-16=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552,6-7=-1909/1552, 7-8=-1996/1528,8-9=-2207/1601, 9-20=-944/109,10-20=-1087/210 BOT CHORD 15-17=-689/735, 14-17=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363, 12-21=-1299/1966,19-21=-707/735 WEBS 6-12=-471/701, 8-12=-425/553, 6-14=-471/701, 4-14=-425/554, 2-15=-771 /401, 17-18=0/267, WEBS 6-12=-471/701, 8-12=-425/553, 6-14=-471/701,4-14=-425/554, 2-15=-771/401, 17-18=0/267, 16-18=-290/484, 2-18=0/637, 15-18=-501/613, 3-18=-1631/1625, 10-19=-771/401, 21-22=0/267, 20-22=-291 /484, 10-22=0/637, 19-22=-501/618,9-22=-1631/1626 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 Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard Unig 16" Sv gm!refaw N% 1IN, [y', sees{15"L[ErNORA. TFItdS9(N,dIICSS(03k ttlE ;..iAlld..:.;AtEB" bIx prof drip formstan I'll if aNn N hi T!,s,J-a+5-ts;ITEK 4 IN lgkospI T"ieD tlId—, q.? w-a" '15 Wes, 0tl wCdela A,IDD. ra!p kRikotsworyre._ Sd..-!It 4a b THIs De edit As 'Fens De:ga Eagne. <.x:idly&cTNe;tis•d aem TDDrsp-1, u ea:eetma d Ur palnsiaul ex. i"si l.sp Wor v Ne ksmr W stem T. s'ep{A N W TDDaelr tsia1p0.:t. ea;pass"O Id:os( m'S,"""'q Anthony T. Tornbo II?, ).E. rd 0 mr, Trs'i 4 nWhig isIn, ". dlib d'?e 3' &N s owirdegeA'1111.lf Dfr tta Uddhis {N,y 41 I t 61,,dr eo3 Tg-I'1 rye i 0Is, DD al mM1ld S d@ .11, w1log a II n del I t"rin. i4f ?,r pN .NIf 80083 N IsfI Desrx aN F(fiaCS. IiF Itesw,:r tklDD rM 14. p' m1pWas If k tItigcpawn Sisf,hltcsr plrl4.t Tn d SKI n. rdxxd m PI- 'PAS If: ICa.'N,te.e.ps'44o"Wisc.'tl 1es.0e.igaerles. 3e.ge"Ep—.4 Tra,MaulME eI .,is .;q 51 $t. Luce Blvd. ve—se hNoti;aa eia.1141 l dl poets lraveei Ta.Las.a,_p.gvui_ICT..' Wkf4sigwmIs', sfs4mbtla.If. rt.Y4y. dIk.7 a :erarreas delaet is TP1I. Fort Pierce, FL 34946 opyriphlD'tDIEAIbef Ltsses-Antbonyi.Tombo Ill, P. t. Repindmtlionofthis doTument,innnyform, is probibded without the wrinen parmisinn from A-IRoofbusses-AnthonyT. hmba Ill, P1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 A06 Hip A0005973 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:10 2018 Page 1 I D:?sOQvI IzBGko2h FpRYibzzzOpep-snzEeGC_an46ViCn5Eb6?ytd7EbHOF8zl PgValzMTQJ 1-0-Q 9-0-0 1108111 15-0-0 1 21-0-0 30-0-0 1-0-p i-0-d 9-0-0 1-8% 4-0 6-0-0 9-0-0 -0- 7x10 MT201-1S 3x6 = 5 4x4 4x6 Dead Load Defl. = 318 in 3x8 MT20HS I I 3x4 = 5x6 WB= 3x4 = 3x6 11 9-0-0 21-0-0 30-0-0 9-0-0 12-0-0 9-0-0 Plate Offsets (X,Y)-- 2:0-4-3 Edge], 14:04-8 Edgy, [5:0-3-0,Edge], [10:0-4-3,Edge] 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 0.65 Vert(LL) 0.37 12-14 985 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.76 12-14 471 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 138 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 10 = 413(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-864/0, 3-16=-693/0, 3-4=-2211/1469, 4-6=-1853/1498, 6-7=-1939/1471, 7-8=-1919/1427, 8-9=-2163/1425,9-20=-709/0, 10-20=-862/0 BOT CHORD 15-17=-818/910, 14-17=-1155/1961, 13-14=-1362/2179, 12-13=-1362/2179, 12-21=-1107/1905, 19-21=-820/895 WEBS 4-14=-63/488, 7-14=-471/262, 7-12=-318/312, 8-12=-95/493, WEBS 4-14=-63/488, 7-14=471/262, 7-12=-318/312, 8-12=-95/493, 2-15=-629/197, 17-18=-138/370, 16-18=-200/476, 2-18=0/461, 15-18=-704/780,3-18=-1950/1773, 10-19=-625/203, 21-22=-105/370, 20-22=-152/414, 10-22=0/460, 19-22=-687/764, 9-22=-1845/1682 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) 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 336 Ib uplift at joint 2 and 413 lb uplift at joint 10. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard h'erEEr 11t 4i rd, w,,'A 113C. TI a.S-sEf1Er, GI1'rtt TIW A(1X 1111's USIA"RI , RquW!HXfN" IErs_ 1,r6 drip i.—W,.4,tul e1faRVx Nis DR-ipi i.,JM; lrs th ld.f L Ts bt 1,rf rd.arct 5w wa, g, udn:off—'r J04 tfi@R iDD, ae P 0e mgeee>L-itd fnNBehx di.1.i1fDpF.pt.r stdir EFy—;.hd t y TDDd he rdssied iol.ce¢r,itx404`tII, Mr, hE '.d i.seI4 o, ht TDD.11. Nn IN. h.;g o IFoo u!e'n shlilry An`hOny T. TambO iII, P.E. 9 doleih. Fr-1f eslter r hlerd`x7v 'ERC"'HrsFle h ;<n rArELM EDtsgte E:.E!IFlddthlf<h..:adh I hR'-..,d sr21 ltEf!nE.dtt DD id h II dh .I xt a.,.y -aE1E hIIFr Ehtcn sd g s1'hd 80083 h r e JF C'R if fEA'.'Ir4_.ittR RN iF fL'R 166iif lRr Rr[t and jMdll SEfh rElllEr fG91.1 did 'h:t:h[n 'rrJ pl-fh991 lei d$rul 'Riv M! i[1 gRAtrt'iliiiA lr letn. _t•:t.pnR. tlti[:..9,?S di.lxf.Dr,glN,1._.}P. g'.3 1YN FSd Ilia M.rodtre: •(, rfifii 445t St. L(dn? Blvd. 41 ol-lu 46119l c COWEPIEI ipE -ar iq lr nil F— .,dIo,Tret,.x si ali¢tr , IV th, IAAd; 4s:pe, t 1. ,W.I.yh.tr e. f6,idhg tllE,..xRd e.mf nE m defaed h TH I Fort1St. ,ci Blvd. npyrightV161EA34946 IRoof Tosses-Amkonpi.TomhollhP.E. R.epeododionofthis document, innnyform, IsptoWedwithsntthe writtenpermission horn A-IRooflresses-AnthonyT.Tomb 111,P.E. Jqb Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND a A0005974 WRCSUCL5 A07 Roof Special Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:11 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-KzWescDd L5Cz7snzfy6LYACkQdtQ7dy7X3P36BzMTQI 6-5-7 10-8-0 14-4-0 18-6 4 23-0-0 26-1-3 30-0-0 31-0-1 1- 11 ZOO 6-5-7 4-2-8 3-8-0 4-2-4 4-5-12 3-1-3 3-10-13 1-0-0 4x4 = Dead Load Defl. = 5/16 in 4x8 = 6x6 = 3x8 = 6x6 = 5x10 = 5x6 = 4-5-12 Plate 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 0,94 Vert(LL) 0,34 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.58 11-12 616 240 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 172 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1767/0-3-8 (min. 0-2-1) 9 = 2619/0-3-8 (min.0-2-3) Max Horz 2 = 86(LC 32) Max Uplift 2 = 530(LC 8) 9 = 908(LC 9) Max Grav 2 = 1767(LC 1) 9 = 2619(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1005/209, 3-16=-3484/1059, 3-4=-3179/1008, 4-5=-3163/996, 5-6=-5665/1959, 6-7=-5665/1959, 7-8=-5411/1883, 8-19=-5456/1918, 9-19=-1697/529 BOT CHORD 15-17=-340/748, 14-17=-952/3135, 13-14=-1542/5043, 12-13=-1542/5043, 12-21 =-1 629/5040, 11-21=-1629/5040, 11-20=-1682/4928, 18-20=-444/1240 BOT CHORD 15-17=-340/748, 14-17=-952/3135, 13-14=-1542/5043, 12-13=-1542/5043, 12-21 =-1 629/5040, 11-21 =-1 629/5040, 11-20=-1682/4928, 18-20=-444/1240 WEBS 3-14=-321/297, 4-14=-643/2146, 5-14=-2863/1091, 5-12=-433/905, 6-12=-271/193, 7-12=-337/770, 7-11 =-319/1164, 8-11 =-1 39/254, 2-15=-919/154, 16-17=-50/415, 15-16=-1241 /349, 2-17=-204/837, 9-18=-1425/449, 18-19=-1901/654, 9-20=417/1307 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); 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 530 lb uplift at joint 2 and 908 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 235 lb up at 23-0-0 on top chord, and 1309 lb down and 474 lb up at 21-4-12, and 369 lb down and 118 lb up at 22-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-18=-20 Concentrated Loads.(Ib) Vert: 7=-189(B) 11=-369(B) 21=-1309(B) E aiq PltE: MtmpH lira lx A137C t9' SiELE1 x6EK.Rk TERNS bC X Ii Xs llsl}M. eA T IXC&. MEX l a.. l0j6 p p ..Ins W," u . Ix T :3} p3 - y t[ i es ht Adixf l.I,r RE. Rd t4x , Dd sEhe itudd M TDP * M}IEzonremi F.-oie:q aced hr f T)D Mx 41 Ht.rrss Des pa EEgiu 1.,Seli-0, unte.; st std ee ut iDDlegresedsuustgaxedtXe prdK3ind erh•.et..ng nqus llXa z. Pot XEs r.. Mt s sy.tC.t sE?8',:t.I a¢M CDD ant!,.Mu 1P.1 &E s:pa3 pliu IUYn nn !Et111T Anthony T. Tornbo-M, P.E. erl ast d!a's f. -ro EE; RdIdhF ISM trip GIDv d^.t7'tl ttx C- isEda NE,xd .( Rplp eE DesR 7t Eded dlu lg 'a plh I nE'Er 1 T 1 It tq dt§ DD Ei amhld edfi t. IMa kaN y, tEp skillet Etm ad, -µas: kid w 30083 IEtE :eE'e St<g:n. i(aa:ma.e ts ax, It he TDP W 14ped¢3 W rddasafM R)d-,(.1%m Wort ra R(I. p Rr RNt i'IM SNA n. rtl 4tgaeal Me TPIEEhxsir e,—i-- wu. dr..s a' M.l.ss Doug its, d tlt,,#zadan.0 xxss- 4451 St. Lucie Blvd. E'kernse ftftEe Ei..aaLM aged pnrewInnp lr ell Ran as in, rtd. tae tra.tg.aguer-,1Lt.xRn.iap.t,:paer.uits sss.x _apieaerrpp aril&a9. ill 1p.....awens ue ns Xetsed is CPtl Fort P;erce, FL 34946 op yrighl02016A-I Feet Gasses- Anthony T. Tomlin lll, P.E. Reprodocion of this dowmem,inart form, is prohibited wits theadtlen permision firm A -I Reof Trusser Anthony T. Trinho 111, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 B03 Common 7 1 A0005975 1 Job Reference (optional) '• Al Roof Trusses, Fort Pierce, FL 34946, deslgn(a)a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s•Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:12 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-o94?3yEF6PKgkOMADfda4NI1J1 BNsDNGlj9cedzMTQH 1-0-0 6-5-7 1 10-8-0 14-10-8 21-4-0 ,22-4-q 1-0-0 6-5-7 4-2-8 4-2-9 6-5-8 1-0-0 F 4x4 = 3x6 11 5x8 = 3x6 11 Dead Load Defl. = 3/16 in 0 Io 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- [2:0-3-0,0-0-4],[8:0-3-11 0-0-4][10:04-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.17 10-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.35 10-17 >726 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 96 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 16) Max Uplift 2 =-274(LC 12) 8 =-274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES; (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-993/101, 3-12=-923/55, 3-4=-1433/1075,4-5=-1127/850, 5-6=-1127/850, 6-7=-1433/1075, 7-16=-923/55, 8-16=-993/100 BOT CHORD 11-13=-483/445, 10-13=-832/1271, 10-17=-837/1271,15-17=-501/445 WEBS 5-10=-394/604, 6-10=-370/444, 4-1 0=-370/444, 2-11 =-664/300, 13-14=0/306, 2-14=0/630, 11-14=-283/461, 3-14=-872/1131, 8-15=-664/299, 17-18=0/306, 8-18=0/630, 15-18=-283/466, 7-18=-872/1131 WEBS 5-10=-394/604, 6-10=-370/444, 4-10=-370/444, 2-11=-664/300, 13-14=0/306,2-14=0/630, 11-14=-283/461, 3-14=-872/1131, 8-15=-664/299, 17-18=0/306, 8-18=01630, 15-18=-283/466, 7-18=-872/1131 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) 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 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard Yaf atf 1ees,1-111r r,u,,te'A-1 reC'!4.•SEESt5RIT, BHA: TIN 9Q'INTIDS 09614,'ftTJ; M0CA aiNEN"Itro, ever hup I—etra W ret3 maa, mt I% If- 3er, )—I JKr tot lk Arms, T T,TAt 21 rE tAelext 4rs=kz ni Mrr. Arm.:telH to tie TH AT NirA dtdfT F:Ali tll to, on tmk 44 A!il'5 guile Etnrae- II{H _fin ti iotyIN -itreittlsf fur —a nlpa eta [."rw 4 Niftf :.'' Ne Art Ctt of 0, I8l'E .It, IN ON!, A. 1.-I_Ni i pSSttepf -.IH tid11H Sofitry Anthony T. Tor'lbo :T:, P.E. Auaro,r. -5 tnlrm to, y alma 1v me foie. i cm Ike talfsNu ;. ,Wrnau It'L. e{adIt, W A e r F111. Ae f,t9t oo b lieu s ftn . dt nt., y, n:qr. nllb tekre_ not F nef : gpp83 n t t a3er:rM¢e-Ise, A:r.lr »nxtlu,:,tla tau tpHdts In e.le-t[ y. nsaenl ntn ul telsE.prla>tss[ a.l_ teitnaas. re lerr,.n-,r. e nr:end nr=,xt.r.s.tn;pn,r.3:.P.,:a'atr..,xtdatn.x,':r3. 44$1 St. Lucie filed. f'EF tlta-tH{( e'tlC(litiftdfilt ltMimttra r¢i!',r51M< t. rmtTH;ii% 3f tntlr.,'ICTt.I a t r imtr,Irr S ST. Trtt .,e' I)nlnit. Allfeol, 3teE.5dMdu,Trn_ opynyhl El 2DI6A4 inn€ Ttussez-AmSony T. Torho III; P.E. ReprodrdlunoHhis Eomment in nay form, is prohibited without the Written permission fromA1 Roof Trusses knthanr P.Inmbo ill, P.E Fort Pierce, FL 34946 Jqb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 B03E Common Supported Gable 1 1 A0005976 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:13 2018 Page 1 I D:?sOQv1IzBGko2h FpRYibzzzOpep-GMeN G I EtsiShM9xMnM8pd bH HE Rm6bjFP_Nu9A4zMTQG 10-8-0 21-4-0 ,22-4-9 1-000 10-8-0 10-8-0 1-0-0 o, a 4x4 = 3x4 ii 24 23 22 21 20 19 18 17 16 3x4 II 5x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 14 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 14 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP No.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed'during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-11O(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271, 8-9=-115/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110, 16=104. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 5 0 Io PLATES GRIP MT20 244/190 Weight: 110 Ib FT = 10% zpt Yw;e itaaega r:tok+hs'S'ICJr't@SSES'5r N-Lt iUlS t:ON01rJNS CtSrCP rU'Et ;(tEYiEP1,k:Rr':r'a. Pndr NNsle Kt+etk; wtind Wes wtks?msfxDp fes•iq;":@@Iced'Y Nattw(rt>ek 4, F.i.r enus rwd Ntfae xs± v.e=.;e n st stteNce l@@, wh, xcttrwmwrstpute.; t m a :e_nierdt tr,ler..e:m.,gnee ,.5r m ,gxn,. t scw;r7 a esaosmeurrxrdn;m wgrnrrepns= n nm a:ig d ugl: e.n+4i ew rawl.,roe!nl. r i.ig,trosa*s. wtagh .. gay Anthony T. Tombo ll;, P.E. ew rddii+tsim tx- ;'.r_.pesn.iedmC ie4trirtianNtged dzL:+gx,-t.•,nfie:tore:N+li<.delfts(1xlecolYsfq:k+m!'MIh'"F Iot,1lassehddae0It. I s.aacsgwingmptsxm.1 kin, Miear=;mnjI*tr _80093 dtkuerntcry.e+ - w>w tn,n 1wl 5 tnwNdtprx wlm sdd t.:;" atweasdd:ldnxx , srFntueNk nwSkt exw,l*J-dPit PIIN h+;x:<:Nwsda.'nMl.ws Ibeiti.,.:r..ass@e. .yutxwt'mcMwdtextr, r:+ 4451 St. bete Blvd. dk++.t MiughtCwi eg,.eeNgw i.: akt t.: rsh4a thee. Rr +3s, Ot; pftyue ,tJi At talNwg Pr,igm: i=ss irsfen E.giwe<dmk+diieq. t;tgihf Nfr•as of ros hnw r .,: For, Pierce,-L 34946 opyrightC2016A-I Roof basses: AnthonyLhinbeIII, P;. RePwduhioeofthisdocumtnl:inany iorm,sprohibitedwllhaulthe-,Inenpetmie nhomA_IRnallww AnthonyLlamboIII, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 B04 Common 3 1 57 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:14 2018 Pagel ID:?sOQvilzBGko2hFpRYibzzzOpep-kYCIUdFVdOaY JVYK4f2AogNhrtoK6sZDlejjWzMTQF 1-0-0, 6-5-7 10-8-0 , 14-10-8 21-4-0 1-0-0' 6-5-7 4-2-8 4-2-9 6-5-8 1 4x4 = Dead Load Deft. = 3/16 in 3x6 11 5x8 = 3x6 11 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- 2:0-3-11,0-0A], [8:0-3-0,0-4-4], [9:OA-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-992/98, 3-15=-923/52, 3-4=-1436/1081,4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-11=-954/104, 8-11=-1000/141 BOT CHORD 14-16=-525/447, 9-16=-869/1274, 9-12=-874/1280, 10-12=-546/463 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-3691443, 8-10=-634/170, 12-13=0/303, 8-13=0/687, 10-13=-281/439, 7-13=-804/1038, 2-14=-664/300, 16-17=0/306, 2-17=0/630, 14-17=-285/457, 3-17=-878/1135 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443, 8-10=-634/170, 12-13=0/303, 8-13=0/687, 10-13=-281/439, 7-13=-804/1038, 2-14=-664/300, 16-17=0/306, 2-17=0/630, 14-17=-285/457, 3-17=-878/1135 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=245, 2=274. LOAD CASE(S) Standard Nxn:PetsE'Sroe 31?fxealE'l--; IC7i'IUSSB; S`5 1 ,, itif 3:a¥i t:CxAr)N6 ;AitgM N EI :CfCtWifp=„k:Ml'4 n fn+le;:g^psrtmr+s rthxzi ubsnttts'rav 6e;ptrP-e1;i0Fis 3. aPaEat i.laaN il: f... it. xei4etititx:v 7be., ®Sr ts, s'¢n ea Tt 7CO3 ah M { mEeAEdaessN9{ meEd;x a rok a P. lsEl t ce - : { ,. ::ne fCPx¢ri 7i.rx.d imEstabuEx ra :walfElw 3{itikJfrielM!b4pa'N {EE-nuf:prfar<tEE f h.Ercex'n r, f 5xes¢:y:a3::ma;>ja- „r'q finthony T. Tombo lI1, P,E. FIR E[5y i,::r.,E.(Nf3. abf +Ckf b WiEMd Ef Eld '{#_Y#i ZE Y' ti LYCdalif lttf li at'at N3 E I:rRj CIf 9Ji HE IEE EIpxEEi a'3+.77 xtd 'idf tabfr SIXet?fj,EnllbI SN EY;#R'ElH tf{mdeq tEPll#tE t HIERIE'fP w80083b {'H-E{PEunvW dlrlEr AllmE1 dM yC W.9!6E V.—ni k'k Wt#a is f*nS1-E_M # Yi dn-uti it H u kA E edE 4Y J—d ri f'ii!>'m Re F:}aE..il"ti #d lrUEs d'+ 1e._E: _- Ina CESi ,EpFtCE EEi b, 3.IEtfiliQn•d, :gii3i EbtE+..EJf!,x11.E(EahE;l Eptrf Epeu xi,xgry#.bs . in. 'u 5as3 t# pEu eEx :x7'I E{nldbq OE,gPn,e. ns S,st _E. .fE:a t ihy z EPi ht ik?!aEntEfiuf x?H? 4451 St. L'J;le 81Yd. t Fort: Pierce, =L 34946 ep}rigEt701hx_i pcoi lEussnletdonr (, icm6t ill. P.'. Repwdu:tian ui icis dc:umsnt: is naq larm, is p3nhibiteE a ikaal Ra wilEen ptamiisioc tram d-I too-!hs::t:An Aary 1. TnmSo III, P.E. JQb Truss TussType Qty Ply RYANHOMES /SUMMERLAND WRCSUCL5 CJ1 Corner Jack 6 1 1 A0005978 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:15 2018 Page 1 I D:?sOQvl IzBGko2hFpRYi bzzzOpep-Ckm7hzG7OKiPbT4lunAH iOMcRFS03ci iRhNGFyzMTQ E 1- 0-0 0-11-11 i 1- 0-0 0-11-11 1. 5x4 = 0- 11-11 0- 11-11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR 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 0-11-11 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 quide. REACTIONS. ( lb/size) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 37(LC 9) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-10; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 4, 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 10% cF• ky_nFF:Fn year F.c,F•att e=aKss;srurr,re u rrwsat r.nicssusuK 1a;::tscsr;rue-ixs rF-ryam{eF®yer,mva e>r,ix te!!s y rr •FanFadta»rl.tas+r.rE td r<, H,eF<! udr!:ar ads n Toeoa; k! iFx:aeem{a'e.,F9.E±s>efnrtkl)e lex.dil. lleun!Desip Ee{ire i..,Sx:dy[aae•;.;fnsedaor ip9:epesnl!nva a:eADe p7fes!iad Fua l{rzyaililiry,. roel .c.11a setir l.F si i n'i Fe ne iW alr, radii L F>c{a nvnN n. ia1'yoFdna .sFadilry Anthony T. Tornbo!H, P.E. od esednrsl st t-fe-i s{a nilmd'x7 Oneis Fwa K=eir ik Wi F gejn-'x rated n1 h, ne Kaetiebmi.16 nle W rK-1. Th yxF do .g6 aemfili do inss. rod 5a ls-i . ,rye, n!hlld,F ae knsa ndk {av n.d 9$0083 nFtae 91Fs:{ae FarawFM d:: ae:sa'unelMNie{ !alpi9 s In kli8y(a:{axlSdtad,rnefi IXf{.talskdkTyMSNAar;ddxd!ng! .{Fin aF.Iaue..ne.eymir:.tiesed iKu'n.ln.eeupx.l•e:lesgn amaila..NarAF.^«y,a:e!; 4451 St. Lucie Blvd. Fn[ iWl$F ldila 1pe.ed'W 9 hS FaFlt Wlmytr rd{Fres iH4d Tkhess,esa.yall is MCI xe iw.a;a{a :}:tl, cT. fsy"va" bxr e. oiyodiy. Allfa:>.Id,'OS mem3d'adi'T11 1. Fort Pierce, FL 34946 opyrightV2gldAIRoofT! usses- Anthony 1.TomboIII, P.L Reproduction of Ibis document, in ay form, is prohibited without the written permission homA-) Roof Trusses Anthony 1.TomboIll,P.E. Job Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' WRCSUCL5 FTrussA Corner Jack 2 1 A0005979 Job Reference (optional) I Hour Trusses, ran Pierce, FL 34946, oesign@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:16 2018 Page 1 I D:?sOQvl IzBGko2hFpRYib=Opep-gxKVvJH 19dq G DdfxSVh W FDvoOeoPo3ysg L7pnPzMTQD 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP 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 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8r 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 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Ee ry rl eseriu !a t. 'd 1371'. Ti'+sS'iE(tE1 }6Ert TEN& tp.illehs(ls1J1t"IXil hhfD AEM I Vr.M lesir ya t saad a as iL l J uh yr( Ord tk Arrieafl.I i :: ff Ilx ! u7.e Dd rtk, i ,rely erie i0@, amT WT,l-0 pre aol' P,It tu the EDD to ee JJ4 Dsp p I. camp! Era ,'f I r TDDersers a trup vdlkla dena'e 4 '1rnr, tk hts t._ he 'eel ar'I lee rle lDD xlr d T.:l. `:kr Syas era. Ir anan ndiliy Anthon T. d s d sl s4 1-I1 tsts<r 1 :Wlih 0,,9 fit e-xrst!"t a Ik lalan Desl _"z rrden of tit W he btah i: .le rtd rsl le rp; ne.dh DDW till s dhe ass :bSn kmK:ul tsele. hllairr utk tea asl z epas;a::hd Y TBTOr? ihombO iIi, P.E. he@J-Vr lN rra_:.ra raairriraiae IDDr,es.1rdd lardipi(reraxlsanlran IXlydisk!"F1.4Sill da-to1rp pifar Telkx.'l.;e,pssa_esudfn:esf'lls.lksipa,ln,k:puupxaael eled:atfan; 4451St. Li1ClAEiIYd. t3t..itt ldird hrern. a""dM.itr'tgh.dlrrr.;es W."t. Tar Tres, De .p,ay rtet hCl:.e ladag e,,:pa,nir,s Syi.s.aj rtu roe NlSy. l'itm :x.eras urnedael is ltl 1. Fort Pierce, FL s4946 oprright(fiP01dAIknot1:Usses Anthony 1.iombaIII, P.E. Reprodu0mnoflbadocumentinoayform, isprohibited without[he written permission fromA-Ipool Trusses-AnthonyT.TombIII, P.£. Jpb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCt5 CJ2P Corner Jack 4 1 A0005980 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:16 2018 Page 1 I D:?sOQvIlzBGko2h FpRYibzzzOpep-gxKVvJH19dgG DdfxS Vh W FDvoUenyo3ysgL7pn PzMTQD 1-0-0 1-5-11 1-0-0 1-5-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 7/Mechanical 4 = 4/Mechanical 2 = 174/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 9(LC 9) 4 = 8(LC 9) 2 = 137(LC 8) Max Grav 3 = 8(LC 22) 4 = 12(LC 3) 2 = 174(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 ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=137. LOAD CASE(S) Standard x,rml p1n:e tlraeryd, recite I.'AI nO-[IJsi6*i[Ril-t 6199A( INS &(0-FPAICis(USIDMjtfiEi; t;NMED,M1X I-. h"r days .-Ws edrtae.A—I*It,s,56 5—erT.; td INA.8npl. Nn, a, tl.to. tme Rtti sty, Ddest dtwk. ddN n 6e lDD,nty r0rrxrnrevr Ad.snfitoaId W NIN Iah edit At a Ant Detil. fetlue!i. s:Xy bdn. Aud n nr iDD rptlersnE<a2n:e d th pdtsind rrm-q egeesi111Xt* N iesonu one s:,pI sipmtinon, iDD nlr enter i>>•1. See s'.y In,, lca op nCtius, sFtdilNr Arthany T. Tamba it?, P.E. a eI r S n, WIliq Oe retfurwiny dh 0' ., Ise 0..", do u eo. In lall eDesp . :etd d to Io, tot It' ne o Wo kA .ul od rNS Tlt ovm dlk DD ed n.h 11 s dst in W6nWLIItaq ' hlld ed rn 1101 . r elaeu rrIf ` 80Q83 X.tsf.ul"T. ue¢r..r ..n'estetwsIn, "MMe'srutwitnil- dot-laq(upmsee, l-no 1(Ai41ideessr'IedsNAnrdn iagenepl/ar-1rlmx:.sdi.lssNutt.,Imsk:*_tti-.14.tsa„dc..t;ntr. 4451St. Lucie Blvd. 3Fmuidieu l7.'.9e0 emetl me .wrmrylydlpr: rn.,aet. I.elr .s ,m.ynnr;, XOt tad,t.ett«.ntt.ts(i.a_ryintr r: or odlzry. An ta:. rx eat nt>: ter dlaml. Fort Pierce, FL 34946 opt7iglr(C12016AI1inolNsses Anlhonyl.lomhollLP.l. Reprotluaion of ibis imment, in any Imes, is prohibited ilhcut the dtleo permission lmm A -I Roof trusses AnthonvLiomho111,P.1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' WRCSUCL5 CJ3 Corner Jack 6 1 A0005981 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:17 2018 Page 1 I D:?sOQvl lzBGk02h FpRYi bzzzOpep-87uu6fH Nwxy7m E70CDInRSx6279XW C?v?sNJrzMTQC 1-0-0 2-11-11 1-0-0 2-11-11 v 6 1.5x4 = 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 11 lb FT = 10 LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min.0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard EeNIg IlYfeIWIIgN r?!isa he'p.l 1t11)= fi!ASES i if(ttliGg"4-I'm &t41105 (J(TufAl LrI[r; tall.DQ"Win I. Ie'apftdp pNeOe. 11i I,A I.N. H I* T't s 3!4F.) 'ag T(l W IN Wiser1 T.n[+, 1 E Id—, 1.1.i ww, :e. ages oler ei" simil to it, TDD,sdp MvExlueein PE W .N f" nt IDD Is It di l o?Ins De:ip Eitor !i F9elei-IIEIh . Ne s!d n no, NO ut Is, fe-rmtt III INpis d!I{b tE(SpUf (IAt I' It, fH@ th .Fee Iris, IiIprial .' tr ND I W. ial 1.To,kq nsamNiae!.IN .tdisx "aalilh Anihnny T. Tombzy P.E. W sedasi si ir url Idn is firerspoisitjlrviithii) ItC r,ou ue gm Ir Im kill tDOjoer ^x ntddin. It,.I? C_vfIle ImtsEm! ;NF HN T "F'-dlte Most tali is, dG -ditniqkxd'. n ge. ttllir tdNFur ed t p C :nd < 30083 dst1eh'1m!41.w .. .: x. ese -,flit TDD art t pxe! mdp Wtsdtt WontCtupced Sdnl: meal KSl patis&d lttl W gl(1 te..dye dye geno viol TPId'.5l lari,srst nes W 6e' a" l..Tas. Deiper' 1w h:Ta Eqi cal rie, Ni mess ?-0St St. Lucie Blvd. f'ti« 1Sf iNtF/ I' j 6 td m tined apu n wlifiq Ir d ppl:es -tat tef. iie Tn,c.r .p,fgteel:, Al:T Me ga f®g.F,pa, tr T 1 s SYi a .ag txr n at a.ISt{. JI to YN ®s trF as ietaN la Rtl. ZE Fort Pierce, FL 34946opyrighl(fl t0l t•R- I knalLassesAmhoay t. Tom6e III, P.E. Reproduction of thislemmeni, in eaytorm, it prohi6ilell+rith:m Me wine. parmissiaa from A -I Roof irures-An(honr 1. iam6o III, P.t. Jqb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 CJ3A Corner Jack 2 1 A0005982 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:18 2018 Page 1 I D:?sOQvl IzBGko2hFpRYib=Opep-dJRGK?IOh F4_SxpJZwk_Ke_76SSrGzS98fcwsHzMTQB 2-11-11 2-11-11 Lgg 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 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a 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 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=103. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10%n ermnl plmsetE ,JN""'wIs, 'AI1WrMsri'sIUEr 6P6EEECIEE0S8ct^0TI UsTuM '—VW; kU4CW1H'XA-' Ins le?dyk>IpPa,nanslal!cArdesml4,hm Df•.Fhewitl(IT,"WHeAdl#r1,fer>u"„I'Ele—,%-rtei-ty Dd!1!ah i"ad!d"t!!TDn'.7 aifEiC## 9#jPl,:Dd...,:tl Ill lhiDDnkfdli.f?C1fifS DtSIIEEIgmr,i_lu,I1V E,al.f!C:!?5!d it #)1DD'!p?tf#It le.!!.F":tint Pletlffn,a!#.:mIaSj llaf l' IN lei''. d th'.V' !,E?rd!1NntInW!aa ."itt111.Elt?Sl!!ss,apli,n. khY ni#f. SEIIllI1Dy Anthony T. Tombo IIi, P.E. 0sed#: fI'it?4'mlalM,E s0e esP Nimd`ce] Pf IhD'«#ifEa#i n pdt:Iktn11#Dtspe..' +tuhridtlflR:,9:5:#dn:IHilaitl de r l ;hqy .dA TDD >t ,.ru f dne .nd, kmi,.tnsgf lfhDEd„#e4,fn !d :1 1#;< :hd a 80083 nE- e PDls:lx m(wbECa e....,S.iwj,IefDDEEir Exun:mfplu,O,.4.lanl(.r.Wmi»4n.0nav P.N-shim TnWSlUEed'> `np.,Ipid., TPIki.Ei!.t.pmfn:.nefaa6.,e!k?1,5?Dtupm,l'nf)l!*E.p#ndlrn.,M.m,.*..:xes? 4g51 St. Lucie Blvd. Etenulditfd lle.tl M tatd t#En wrmy it dlPM:Es ei tie fns f:'9:ii##;s iCll..iyl.!.:l!n,xlr.s sYi.rt_eer r'mralSy. llifa»i?i rns mtm leeaei is lNl. Fort Pierce, FL 34946 CopyriyhlC! 2016 A I Roof Times Anlhoay 1. brobe 01, P.E. Replodudioa of this document, in any form, is prohibited without the wfineo permission ham A-1 RooflmsesAnthony 1. lomho III, P.I. Job Truss Truss Type QtY PIY RYAN HOMES / SUMMERLAND WRCSUCLS CJ4P Corner Jack 4 1 A0005983 Job Reference (optional) a Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:19 2018 Page 1 I D:?sOQvl IzBGko2h FpRYi bzzzOpep-5W?eXLJeSYCr44O W7d FDtsXI bsnv?Qh I MJ LUOkzMTQA 1-0-0 3-5-11 1-0-0 3-5-11 2x4 = 0-3-8 3-2-3 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 0.16 Vert(LL) 0.02 4-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 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 FBC2017fTP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 74/Mechanical 4 = 35/Mechanical 2 = 22410-3-0 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 47(LC 8) 4 = 31(LC 9) 2 _ 158(LC 8) Max Grav 3 = 74(LC 1) 4 = 54(LC 3) 2 = 224(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 ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=158. LOAD CASE(S) Standard 6rdq tixs[ tlxnpd. [>ei:. aie't 1 iOCf liVii3 i[L(ECx E{FctkE fitNS 8 (pFit7lCn (Pe..luM'tl1;i'; LKnuR:iMEA'txm. terdp dedp pxenNns ad rM ades w id, Kass ksc kr.iq;iC-;;: ed Ik kdluy 1. tw.ta ill, t E. tdxeme q, heir[ ne. Pdess d[x+ise Odd ea Re tEP, wk turer:wa[xtc shl iinenPla> dtlerrssPs3tfiN• x n[ew;aaseateenatOPepesedserxudw:ednetrolessiedeff [.spnsannp nods .n[ r. s r teeeemPwl,zdxl mipa sanp-I'dq dn-,sanAilM An,honyT.Tomb-oTI=,P.E. 2 wins prrs b e 6dif a ilhe rya IIE d: 7 dx Cwwr s[aro ere eni e. iieiilde Des pu ti.!ediadlN lR(n t: wdh !. !:d irk ). 1e qe[ Nlie PP sN p Id s doe n s dl wb^d.:; qe shlldin eed kxlex ad , p[ sf: nd 2 80083 IkE l E[sine ea[w^ena. tlwe,,ew-e tke rEP a la pndiusad pa lies tN tlf i(xrpned Sdeni rn[r Klpbrsk a[lPl ea/I6U n.,etx lM pe ealdwc iFikSe[.3. respns::.teswa aa:esdi..r.+s.h,ipex,lsK,kY.p. apinnmlin.Ma. fa:x a:es; 4451 St. Lt1[iA Blvd. edx+dse ddi[d ira ed.Megrd apeenwntnp 1. dl Farfninc<ref_t5e inns ,api[eer,ll,iwe txd7 e,aiw.xla.sijs.a-q eerr p a•illy. lll[aw..i [s.os xenddael is iPPl. Fort Pierce, FL 34946 q)-rigbiV 2016 A-t RoafTrossm AmRony 1. Tombo 111, P.E. Reprodudion of ibis houment, in any form, is prohibited witbnia the written permission from A-1 Roof Tresses-Arthonr T.lombo lll, P.T. Jab Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005984 WRCSUCL5 CJ5 Corner Jack 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 1 Plate Offsets (X.Y)-- 12:0-1- Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:19 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-5 W?eXLJeSYCr44O W7d FDtsXDosmP?Qh I MJLUOkzMTQA 4-11-11 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc 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) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 268/0-3-8 (min.0-1-8) Max Horz 3 = 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-242/456 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=130. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 10% 6edy rin:e tleregN.r>•iee ne'AI IM TV'51SriE11niGEARIil:rh5d(iF:d11DDSfi}tOkti4T:l';D(rICA!i 6hEXr twx.1'eM deep iaeaders MrtAod?Snhislrvssks¢haviy;R;? Ih Atlkef1.tmfn:J, r.EMaexe'.dx i+irons. Ud:s!dlerriu tlderntte iDD, se'ry ItiikteeeemsF;.'lulltse.edterrk 15D I, Hedld. As a- oesyefryee. Sx dtr Eeaa••;, hasodu im IDD repesntsncapa:a dmpdessind eye rnnr yusllilnr it m dtsve.Iksayer•e!s igial ee6,INa¢, Not.;ca6uw!. seildiliry Anthony T. Tornbc, LIT, P.E. M nedhn fmsl kr en tnlfiee is tk esp.ililgdhx 0reee. ttr DwaisednkeYd e: tit rpll ee D<r It:eden dta It', nr lS: Ih wIfE . nMeeni Rl le yFr dlh DDM.li li Is, dh ass uesJ6 eai'.,y s'F y hllel eed kei Isl- pawn nd - 30083 III h1:43I,:gm nQaD'eos All ...,e,amotMtDDIII InPWal.lprfe!thail6y teem Sd"II4* enn;usrpt"lldsSRIMSHA IM-11.Deudad»s lrlau::izp-ri.besros:e:sIf. Y..ln.It4;mr,Less hip:aIeot.1Ise..Yaarrh^«.sae!s 4451St. Lucie Blvd. elerise ldiedlra:s9ted sped e»n irsfiy lydlra':es nuee3 tae rn! a,p.ngnex islGicle la.f g„e,.gna,xi•e!sS,9n iyneer ioeyoIly. All ta:W'sd4.ns near idaN la Ril. Fort Pierce, FL 34946 opyright(C)1R16A-I RoeE Gasses -Anthony 1. combo Ills P.t. Reproduction of this document, in ony form, is prohibited Ieithcut the wined petmissionhom A-1 Root Trosses Anthony 1. Tombo Ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 D07 Flat Girder 1 1 A0005985 r Job Reference o tional I nuul I cusses, Fort Pierce, rL svavo, aeslgnLarrr 1-0-12 5-4 8 + Kun: 6.12U s Nov 12 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:21 2018 ID:?sOQvIlzBGko2hFpRYibzzzOpep-1 u7Oy1 Lu_ASZJOYuF2HhyHcXRfKITAgbgdgaS 10-7-4 15-10-0 21-2-8 22-3-4 5-2-12 5-2-12 5-4-8 1-0-12 Dead Load Defl. = 5/16 in a is <o to Ju 31 32 33 9 3x3 11 6x8 = 5x10 MT20HS= 6x8 = 3x3 11 1.5x4 II 5-4-8 10-7-4 15-10-0 21-2-8 5-4-8 5-2-12 5-2-12 5-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.31 11 801 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.59 11 427 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 104 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1046/0-7-4 (min. 0-1-8) 9 = 1045/0-74 (min.0-1-8) Max Horz 14 = 60(LC 6) Max Uplift 14 = 315(LC 4) 9 = 315(LC 5) Max Grav 14 = 1046(LC 1) 9 = 1045(LC 1) FORCES. (ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-962/334, 2-15=-3014/845, 15-16=-3014/845,3-16=-3014/845, 3-17=-3014/845,17-18=-3014/845, 18-19=-3014/845, 4-19=-3014/845, 4-20=-3013/844, 20-21=-3013/844, 5-21=-3013/844, 5-6=-3013/844, 6-22=-3013/844, 22-23=-3013/844, 7-23=-3013/844, 7-9=-962/334 BOT CHORD 13-26=-1142/4054, 26-27=-1142/4054, 12-27=-1142/4054, 12-28=-1142/4054, 11-28=-1142/4054, 11-29=-1142/4054, 29-30=-1142/4054, 30-31 =-1 142/4054, 10-31=-1142/4054 WEBS 2-13=-808/2937,3-13=-319/199, 4-13=-1072/317,4-10=-1073/315, WEBS 2-13=-808/2937, 3-13=-319/199, 4-13=-1072/317, 4-10=-1073/315, 6-10=-319/198, 7-10=-809/2937 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); 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 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 14=315, 9=315. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 31 lb up at 2-0-0, 39 lb down and 31 lb up at 4-0-0, 39 lb down and 31 lb up at 6-0-0, 39 lb down and 31 lb up at 8-0-0, 39 lb down and 31 lb up at 10-0-0, 39 lb down and 31 lb up at 11-2-8, 39 lb down and 31 lb up at 13-2-8, 39 lb down and 31 lb up at 15-2-8, and 39 lb down and 31 Ib up at 17-2-8, and 39 lb down and 31 lb up at 19-2-8 on top chord, and 18 lb down at 2-0-0, 18 lb down at 4-0-0, 18 lb down at 6-0-0, 18 lb down at 8-0-0, 18 lb down at 10-0-0, 18 lb down at 11-2-8, 18 lb down at 13-2-8, 18 lb down at 15-2-8, and 18 Ib down at 17-2-8, and 18 lb down at 19-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (Ib) Vert: 5=-1 1 (B) 15=-1 1 (B) 16=-1 1 (B) 17=-1 1 (B) 18=-1 1 (B) 19=-1 1 (B) 20=-1 1 (B) 21 =-1 1 (B) 22=-1 1 (B) 23=-1 1 (B) 24=-1 7(B) 25=-1 7(B) 26=-1 7(B) 27=-1 7(B) 28=-T7(B)29=-1 7(B) 30=-17(B)31=-17(B)32=-17(B)33=-17(B) etiry lln:e tlx gH -.[ Al UC. Tr S'i(tlErx6lgt"rim&CM.1os Elslom"t?1 ..IlCd ;dEX" ixe )rtlr d'ipl d.Itsa'd read fi l,e sh u) y(f 'rA rM drtkroil lstne, IE.11 kia F's,e .Dde h. ndi to TDD,s-tqM ( xm pi- Ali is s,ei hr he ))D I dl { r T Dr1 E.g.. y x Iry bp—;. td a• IDO 'reads x flits a d h 1 d ssh d te:s g viilnf u. Ix F. h s:ag, T. 11 1 tl TEND I Met T11. 5l imN, Ise' da a lihry xA dn.sl ,ti tll gait' sl NlmdYttln ht0 xr,a+lr m de he{dlhtDspr. ^e xrndlalKhal:sslh-! i=.slt illrl le Anthony T. Tjnbo P.E. Zt gyrudl ODbs.Deli dh ssis:ld taAg^.trq, sMd.mIt"gstd re'p-t<l:nf 3Q083h,LQ Dstan 4Eanet. t.a sit! :,iheEND rtiInpoo asptf s Ih tsltigt psdsdtt.lnmtl IX7pNIMitTnNAStu s„efumaI F r pAm WE toa:pu.s nesxdWmdf.ln Dniptr,Ems kspF.1xxat1—pardr^Ex.u.es 4451 St. Lucie Blvd. sie.iu ldinlfeslellsmellaptnrrmgItdlgsrxt+xsei lee lrs.,::p.guex s lE:l•,t gd ing.epa,xT. sssrts-giderror hdl5g. ul og.. exaa: xt os idhelhill1. Fort1Pierce,tci Blvd. CopyrightOPhlf• A-EReafGosses dmhoayl.lomhaIII,P.E Reprodwionoflhrsdowment,inany lorm,Ispmhihiledwith our thtwlineopermissionhomR-IRoDilrusses Rothnny34946 tEdmhoIll,P.l. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND f A0005986 WRCSUCL5 FG2 FLOOR 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-2 1 3-7-3 , 1.5x4 II 1.5x4 II 1 3x6 = 2 3x4 II V V Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fr ID:?sOQvIlzBGko2hFpRYibzzzOpep-1 u7Oyl Lu_ASZJOYuF2H 7-3-13 10-1-3 500 = 1.5x4 II 2x4 11 1.5x4 II 27 16:56:21 2018 Page 1 Z4fG5T9N bgdgaSczMTQ8 2-6-5 3x6 = 4x4 II 1-5-2 1-5-2 3-7-3 2-2-1 5-9-12 2-2-9 7-3-13 1-6-1 10-1-3 2-9-7 12-i-n 2-6-5 Plate Offsets (X Y)-- 10:0-2-12 0-4-0] [12:0-3-8 0-1-8] [13:0-3-0 0-4-41 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 0.48 Vert(LL) 0.05 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.07 9-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017TTP12014 Matrix -MS Weight: 129 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1798/0-3-8 (min. 0-1-8) 8 = 2297/0-3-8 (min. 0-1-8) 11 = 5894/0-3-8 (min. 0-3-8) Max Grav 14 = 1813(LC 3) 8 = 2310(LC 4) 11 = 5894(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1525/0, 1-2=-2033/0, 2-3=-2033/0, 3-4=-2033/0, 4-5=-3148/0, 5-6=-3148/0, 6-7=-3148/0, 7-8=-1312/0 BOT CHORD 12-13=0/2033, 12-15=-943/0, 11 - 1 5=-943/0, 10-11=-943/0, 10-16=0/3148, 9-16=0/3148, 9-17=0/646, 8-17=0/646 WEBS 1-13=0/2280, 4-12=0/3179, 4-11=-4001/0, 4-10=0/4767, 5-10=-424/0, 6-9=0/284, 7-9=0/2703 NOTES- 1) 2-ply truss to be connected together with 1 Old 0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1442 lb down at 1-3-12, 1442 lb down at 3-3-12, 1442 lb down at 53-12, 1442 lb down at 7-3-12, and 1442 lb down at 9-3-14, and 1442 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=-1442(B) 12=-1442(B) 10=-1442(B) 15=-1442(B) 16=-1442(B) 17=-1442(B) 41 Krdq rnf:e llatyd}¢pie+ne'A I100-f1':Ki1 ALLEli, 6EaE11; I:tYS d['MCMUStGkjltlel HC7CWtiOSd.ENC lue; ge0ilesip gatndm e?l asl,O?sn Fdsi:¢r.Oe:lg 1.rgl !.4 Re Adlert_ l.0 I, e.E,[do-1.4 mien?. Odes; fMe[+isE sl4d ¢e tl¢IU@, ay OiT61.",gee, of eatsed6rtk W h n del. Astirru Oesge hpmtt;r?.Sce:uOr Era¢ae),msedfea, IDOsepe:edsar¢pa:eOtt' grdassiad Eque•;dgresyes:mnl,r lk Mro+14 srl¢ r. s plidtt ne too mr.,dn TRf .ka?ugn nnmpret. ndq:aemx,stndllry Anthony T. Tombo Ill, P.E. J 1,,drib r.N's tr let1.1kg's 18 sr Film Oh, I—, h. 0..", 'Atonuil Pd Ix Wiiq Oesgra,ah¢.' tdil N Itt i 3' lielo I ob1i' df me TMl y*' dIte 00lA .t ld 15, d m?"rass.alhef Lding t.egf orttlldin..I k.oq a>I ",a n. r,tf.siVhd 80083 m{eazOesgxdud,¢ n:.Aaena+ttkeTOONlhegaA[e;adg,/¢I¢ttltl¢IFIgy(qaenSdpl».aeltetf111I'hegiAedSNAxa;d Mpma:ilx..iP:leeia_3¢.e:p s>.fitsaeh..sdil.,s.[a;goer,iess)es¢-,gr na3la,,dan5r',^.rrafru 4451 St. Lucie Blvd. f'{F. 114t edltFl lgB.td'ed told gU It Y'lllrgkdlgM fiF1.-IPL ti¢ta;S CEi1gl Eynee¢ri gCt{ilEng.Fa,g,n rt t.s S?s a-yn?erdar 6n'ay. tl¢a,iad eras tre as ddndnm.l. Fort Pierce, FL 34946 opyrighlC,2016AT Roof Trusses - Anthony T.Tanabe IT, P.f. Reprodurtion of this doolment, in any form, is pohibifed without the wtinmt permissiop from A-1 Roof Tresses -Anthony 1. Tomho 111, F.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND 31 WRCSUCL5 FG3 Flat Girder 2 A0005987 Job Reference (optional) ' A Roof Trusses, Fort Pierce, FL 34946, oeslgnLaTtruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:22 2018 Page 1 I D:?sOQvl lzBGko2h FpRYibzzzOpep-V5hn9M LW ITa PxY75olowU U9kx3moCkNk2Ha8?2zMTQ7 2-3-8 4-3-4 5-9-12 7-9-8 10-1-0 2-3-8 1-11-12 1-6-8 1-11-12 2-3-8 3x6 = I 3x6 = 3x8 = 4-3-4 5-9-12 1 4-3-4 1-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 996/0-7-4 (min. 0-1-8) 7 = 1526/0-3-8 (min. 0-1-8) 9 = 2700/0-3-8 (min. 0-1-9) Max Horz 10 = 35(LC 6) Max Uplift 10 = 248(LC 4) 7 = 226(LC 5) 9 = 21O(LC 5) Max Grav 10 = 996(LC 1) 7 = 1526(LC 1) 9 = 2700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-875/253, 2-12=-96/940, 3-12=-96/940, 3-13=-96/940, 4-13=-96/940, 4-14=-536/134, 5-14=-536/134, 5-15=-324/46, 15-16=-324/46, 6-16=-324/46, 6-7=-799/153 BOT CHORD 9-10=-34/605, 8-9=-134/536, 7-8=-280/1808 WEBS 3-9=-1079/106,4-9=-1727/127, 4-8=-77/588, 2-10=-517/39, 2-9=-1385/142, 5-8==1408/260, 5-7=-1630/264 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=248, 7=226, 9=210. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) PLATES GRIP MT20 244/190 Weight: 113 Ib FT = 10% Standard Vert: 1-3=-395(B=-225), 3-16=-170, 6-16=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 13=-208 14=-282 15=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-387(B=-197), 3-16=-190, 6-16=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 13=-181 14=-246 15=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=-283(B=-113), 3-16=-170, 6-16=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 13=-101 14=-140 15=-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: 1-3=-402(B=-275), 3-16=-127, 6-16=-61, 7-10=-20 Horz: 1-10=28 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=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: 1-3=-343(B=-216), 3-16=-127, 6-16=-61, 7-10=-20 Horz: 1-10=-7 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=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) lz:t %' amq fleet ha Fd e.Pert.5e'. I UITE ri:".SE5 lEr}Gf0k, TEN If t,-KICeS(1SiJNivtTl,.(MCir lkftl"hrm. itfiti 4fyprntLxs ee{ asdrsa.lxrl e:, 3t it}xiyirC,?ti rhluVwpl.Iau:',rE.Idxeat APs>;nrenP. lldes: etler.ise ddNuht iDD, n!y iYii' atnr Fare fi. :dt. l&U1110 dil4 e'rxs hupTrottK,. <u lltr ireu>.!`s.d ua iOD ep sMsr us„ma doer ssud tuaf.-tr'ynslNF?. It ltn< It :Ej:PT. s[PIN tehe TDDerlr sin TN1Th ip ns np slu ilma s0dilly Anthony T. Tombo M, P.E. W dh. Ins 4 n 1.1iu -the sF .ialiry d5s1J .he 0-. "'4xin rime. Is rplfir Dt pt, '.u:uhnd It lC v Kulh I of :.it w r4l T ap dil DD Nen fiell S dh bit gFxd . 3: vif'Shllp ekvLe iAA e'a rytfi's::hd i 30083ate*,Drtisx p M M'.::H11 tN sOIDD.4et,pxins.lpel15dt1 rnarr 1-smWegl-ral..t rF11s,WNTfl msux t.0n h,p pas. TF IhY .9P:espeui st_u u:Psri.Ties hhpn,l:n.3e.faup- tot p,aa,tt, tns 445I St. Lucie Blvd. Ie. stMimi If. .tmWlpld9?arixrm'jItdliartits rO.,d TielRsi 1,,yrell-,afIxRCX tAF..Ajrer.r(T.a.fSli f'9ti1?NB^J(la hiy. S. t I?Ee'nIrifasad PrlAiF l. r4-4 1 St. L EL Blvd6 oppilhi 0 2016 A-1 Roof busses - Amhony 1. Tombo III, P b Reproduction of this document, in any form, is prohibited withcutthe written permission tom A 1 Roof trusses -Anthony 1. Tombs III, R.t. Jpb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 r FG3 Flat Girder 1 2 A0005987 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:22 2018 Page 2 I D:?sOQvl lzBGko2h FpRYibzzzOpep-V5hn9MLWITaPxY75olowUU9kx3moCkNk2Ha8?2zMTQ7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-385(l3=-258), 3-16=-127, 6-16=-61, 7-10=-20 Horz: 1-10=22 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-343(8=-216), 3-16=-127, 6-16=-61, 7-10=-20 Horz: 1-10=4 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 6e•Eot Ikisetl qd-..ra'AIi9C'Ii:5s8'i[LtEr"rHF`I!'ifeNSbE k 4R[ns UsluMiGY:1",';CdCW+;NEN"fx: ic-tr1lrtlp letodns fdM ilsata ta:Je 4!it ig;lr wlke Rig il. Iaeie L,IF tdzeae eAM sa.e Ff IIdK,rtt dd l tE tlE TUD. ay MtlE::arnrrre.,lN'Misel6r t&i]htox dil. lse'rns Besll[4 lui sa:ftf Ee®!E!r',% s!d o of TO 11 In, .'sau!a:eAh!pdassl'wvil-.rgr!sf-Mily a. to ks.re tk""P, li.s eoin-lath INalt,okl.1ri,det syi—opol b¢i4E, maw!!, wdilry Anthony T. Tornbo iH, P.E. r^A ese dws1 s 4. Wins is lit ... os dliN d'x No" IFi F..",'Aorue nit+: lie trill Eh n _ d:<;and d th RL. l f 6, I'd t3'.f riif ev Rif 1, q,: Ilh DO aM .hlf s dl! rw,.:Iva krA'g. tql stilldin It", !d MN apes-hd P 88083 Ihrf.:7Esrx' CaCmi•. AI. athe 3t; al'S. TO Inparl a4 fFnettrelkgC.R..Sden li 4.IlEhp aU/b[IiM t1 lM ed SKA o! rd x141 re 1PA _ TF.laate.1,,mpis.n'_nts or t9.l.es!aesiiEn,Tess le FE30.. al Toll Naldn•e:.I. lS li 4451 St. Lucie Blvd. IRFnulditle iy F.ld ea eyed nee xrltiq lr dl rp':N iFlE:lei ThTos CK,la,gati ACT Re Way Crsaner,nie.s SrS.rt_gea e, or ol$g. All ro-Wa.--I—fdsdli TllI_ Fort Pierce, FL 34946 i oppilh102016A-1Roafliusses-AnibonyT.Tombo[it,P.E. RiproducionofMsdocumm,inany farm,isprobibiTedwithcutthewritten purnissionhanAIReollraeses Aethonyl.lombolll,R.1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 FG6 FLAT GIRDER 2 A0005988 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:22 2018 Page 1 I D:?sOQvi IzBGko2hFp RYibzzzOpep-V5hn9MLW ITa PxY75olowU U9ee3h4Cb?k2Ha8?2zMTQ7 3-2-14 6-2-0 9-1-2 12-1-6 15-0-8 17-11-10 21-2-8 3-2-14 2-11-2 2-11-2 3-0-5 2-11-2 2-11-2 3-2-14 1 1.5x4 II 4x8 = 1.5x4 II 16x6 = 19 1.5x4 II Dead Load Dell. = 9/16 in 4x8 = 3x4 = 1.5x4 II 6x6 = 6 7 8 20 9 4x4 11 ox)u = 500 MT20HS= 4x4 = 4x4 = 2x4 11 6x10 = 4x4 11 2x4 11 3-2-14 6-2-0 3-2-14 2-11-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.24 13-14 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) 0.78 13-14 317 240 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 2278/0-7-4 (min. 0-1-8) 10 = 2194/0-7-4 (min.0-1-8) Max Horz 18 = -35(LC 6) Max Grav 18 = 2447(LC 2) 10 = 2365(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2040/0, 1-2=-6105/0, 2-3=-6105/0, 3-4=-12684/0, 4-19=-12684/0, 5-19=-12684/0, 5-6=-12684/0, 6-7=-5977/0, 7-8=-5977/0, 8-20=-5977/0, 9-20=-5977/0, 9-10=-1926/0 BOT CHORD 17-18=0/715, 16-17=0/10966, 15-16=0/10966,14-15=0/10966, 13-14=0/12684, 12-13=0/10951, 11 -1 2=0/1 0951, 10-11 =0/693 WEBS 1-17=0/5646, 2-17=-524/0, 3-17=-5105/0, 3-15=0/323, 3-14=0/1804, 4-14=-667/0, 5-13=-663/0, 6-13=0/1820, 6-12=0/350, 6-11=-5223/0, 8-11=-520/0, 9-11=0/5535 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.13VxY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 9-20=-60, 10-18=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-19=-230, 19=-230-to-20=-170 11-10 21-2-8 11-2 3-2-14 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 225 Ib FT = 10% rdq fl—tlergd, sie+tk'A I ioe.t rt tSutariuN,U.II:w9Ot:fflCrs(aslio,klEr;.tKW,DGMEW1"..ierniie;ipP.-W,Wrtilamerut sNs:)e-u.i,r+q(T[,lot N hilefi 15i,N ft. Id-I4,,im- udest 4W.Ae most to n, 1DO, aq ilitex aeenrjex w lilt inrtenOi rd. A e T test, E gae;i see df E - .., a s.d o!tOOrerresenserx:er eedMPd deg'ee+-re gntililaii n leipdntse}eIt's, el,1 n IDD Ir d IYI. t,etip p . ho< s na n oninl Anthony. Torr,bo itI, P.E. erd do I.r k nWin-t We P ldih 9fe It ne 0—'s ow H ed :In rdll e0espe '.x..unn d eu JKLor:: g/he Wrl kwk!;tk of K1 l q adlk ooW owfi t S 96 .inn ksd: zqE hlldn its W— lei slti psus:hd Y teter.ae. dta-rM. a w;neleaexi. onu as -W. t In r.aat ( r 30083 g;e i P r istnl Sella t—on t(r irli tee is In led SHA n. tda f. p a: o Au IF. I t - . ne re.pes t ne- lea hies x n..I et. Nuper.l ,,, 4s:p Essen end Ins Maselt... er. mess Yernte ddirsth dttit8eed ant wnnar h. dlier.!K-mc4d. Le T,,u ;o blie er.s dGi ^e ha da).e, taere 1. sSfs.a.girm ®fh IRg. lil ra ri:e ns me as delael in lPll. '.451 St. Lucie Blvd. o ri ht t 21II6 A-1 Raat Lusses Amhaa T.lombolll.PE Re roduaian of this tommeni, in as farm is prohibited without the -written permission horn A-1 Roof Tresses T. lomh. Fort P'erce, FL 349G6 PY 9 P P P P P aIII,P.f. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 e FL01 Floor 6 1 A0005989 Job Reference (optional) Al moor i cusses, ran F-ierce, t-L s4a4o, oesignraa I uuss.Gom 0-1-8 H1 2-6-0 4x8 = 9 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:23 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-zHF9NiM8WniGZihHMTJ91 iinPTzsx2wuHxJhXVzMTQ6 3x4 = 3x4 = 3x6 FP= A 5 R 7 8 0-8 Dead Load Deft. = 3/16 in 300 = 9 10 11 a IM 1 22: q 2 a 3x6 = 4x8 = 3xl2 MT20HS FP= 3x4 = 3x4 = 4x8 = 3x6 = 21-2-8 21-2-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-12,Edge], [10:0-3-0,Edge], [13:0-3-0,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-3-8,Edge], [19:0-1-8,0-0-12], [21:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 0 TC 0.94 Vert(LL) 0.46 13-14 544 360 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.64 13-14 391 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3712/0, 3-4=-3712/0, 4-5=-4887/0, 5-6=-4887/0, 6-7=-4887/0, 7-8=-3716/0, 8-9=-3716/0, 9-10=-3716/0 BOT CHORD 17-18=0/2159, 16-17=0/4616, 15-16=0/4616, 14-15=0/4887, 13-14=0/4613, 12-13=0/2166 WEBS 10-12=-2395/0, 2-18=-2387/0, 10-1 3=0/1 713, 2-17=0/1717, 3-17=-263/0, 7-13=-992/0,4-17=-1000/0, 7-14=-122/736,4-15=-89/796, 5-15=-476/26, 6-14=-281/3 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 Ib FT = 10%F, 10%E zt4edq linse tlw qmr,?"eetk'A 1151), Wstsi iErtrr AMR. M1, AW.-THAEn'Ixa•, Seril Msipp—ant vista sales. Cnslm:IN Aod.tl.la,01,H.Id—, Sim W.ar-s. us":Oe.". Jdd.de TOR' y di7a:..mrrse edi ,,I S. 1412D1 ,dii, is olrns Desip Eogae, ho, eae Di rod n a s.d.ay 1DOnepeudt rl-it its pdssrod reeve:. ¢ sllilur nsan fisud as ssp I. , y 7'I+d. as, IDD Wit Met Mi. 3ee ipns pi-Inti.q coinsists. 01.1itar Anthony T. TomIJa lTe, P.E. eN sedn:; 1. i !t'Irr"Ike sprlilinONI—,kO.i",sfi-. M.Is, Wiliq Desjas?: sutnONITT. m ,adtle We kAsy rat d Kl le¢e d lh TOO edmhli dfit stills darniod is r -raaoa ttrd ,: $0083 thr aruoes e^e WLsr. o Afl-i Ifd rtdig(snr.dSdeni 5r n i(51 St. LUCK Blvd. e'lnr ulefied tdo edrttl oiled a>ta rwrinq trdlprninurei Lein.'Is!. p"'sICTuse rz:dmd De,per,nle.s Srs:.m.gneer ear Wit, Ailtrai ue z Mad in III L Fort Rerce, FL 34946 opyrilhic17016A I Rddl Losses- Anthony 1. Tnmho 111, H. Reprodumon of this document, in any loan, is prohililed without the riineo permission hunts A-1 Rool TrossesAnthony T.Tomholll,R.T. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005990 WRCSUCL5 FL02 Floor 1 1 Job Reference (optional)' Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 0-1-8 H1 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:24 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-RTpXa2NmH5r7AsGTwArOavE_mtKBgW1 Wb3F3xzMTQS 1 1-0-0 I 21-0 1 10 8101-8 Dead Load Defl. = 118 in 3x6 = 3x8 = 3x12 MT20HS FP-- 3x3 = 3x4 = 3x8 = 3x6 = 44 = 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 FBC2017lFP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 2103/0-3-8 (min. 0-1-8) 20 = 1039/0-7-4 (min. 0-1-8) Max Grav 14 = 2103(LC 1) 20 = 1074(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-23=-884/0,23-24=-884/0, 12-24=-884/0, 2-3=-3412/0, 3-4=-3412/0, 4-5=-4296/0, 5-6=-4296/0, 6-7=-4296/0, 7-8=-3327/0, 8-9=-3327/0, 9-10=-3327/0, 10-11=0/758 BOT CHORD 19-20=0/2010, 18-19=0/4154, 17-18=0/4154,16-17=0/4296, 15-16=0/4120, 14-15=-138/1890, 13-14=-758/0 WEBS 11-14=-1064/0, 2-20=-2222/0, 10-14=-2321/0, 2-19=0/1550, 10-15=0/1672, 3-19=-257/0,9-15=-267/0, 4-19=-821/0, 7-15=-964/0, 4-17=-279/599, 5-17=-364/142, 6-16=-445/60, 11-13=0/1148, 7-16=-130/748 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. CSI. DEFL. in (loc) I/deft L/d TC 0.77 Vert(LL) 0.3516-17 686 360 BC 0.85 Vert(CT) 0.4616-17 512 240 WB 0.80 Horz(CT) 0.08 14 n/a n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3••) nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 12=-850 21-2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 108 Ib FT = 10%F, 10%E udqtler:rhu.yHr r?•rt+tu'S-I IDC-fl:iiiS iEtt(Pt 6?U:I:,1;IY58(hlilCSS(1SIUM3tT,1,.,(Mri=LNEM'txa_ir:Aylydp rxrad•rseal rn;InN=zulbzl evd'.ea)1.yrf%`ui lhrtdlusi.ixla.,li-Il errek+mrr ns Udeszrtkrrrisr udelndr iDD, a'p wirk oxamrl UI xOx tte1UD t-114. 4s Inns Dezip hpcers I I.Splllr iaar<a+q! 0llr!IDD'p@Srdt HF,)1r2:rdllr rrd?tSlBld Isr uF qrs lilnt x.0 les:. ttxs «e f. sl s's hr dr iPU IxIrFI. h '.g, ss pt -Irs aOn it, 1.U!} AnChOny T. Tomba•te,?.E. end sedusI'll Ir'll 1016F is lit r sr kilih rfhel a? tlr Owaisr^:a xredarx Winli Dulner,'trotddlu lR',e S(ad he lu«lateg ri TPI-I. Tie qpui due Till Wmfell Is, dh rosy n.l 8pk l:4 ^rq, mWifi. ek :a=,a$0083 ueC !' 1Des ea re (m:ute..:. is Ile IDD ea/ IArRdnrS ad pW s aft Shcpg(erzysmxe Sdm Wraxi SNP"MW q TA xd SRI.,rdu `xg e. area Its] htr,3?•e.tuaa:.th-.6&-.t1.1?N'. Drupx,ircs k:F apax al lres>dnwlar'e u, n.eu 4451 St. Lucie Blvd. etx+ ruldieNEpo:emrcd egrr4 epe nwi ngkdl ren:n ¢reset iaeLa;s ,..ngneer,101^aS.19g.n,:px,n LsSsti.rt-gia?erxoy5•U,Mng. All iee;*r>thrasxr es dd:nlin Rl t. Fort Pierce, FL 34946 Copyright 11DI6AIRoot Truszes-Anthony i. Tombo Ill, R.E. Repailuaian of this domment, in any form, is prohibited without the written permission from kl Roof flosses Anthony T.temholll,P.E. L Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 FL03 Floor 5 1 A0005991 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:24 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-RTpXa2NmH5r7AsGTwArOavEODtJpgUXl Wb3F3xzMTQ5 0-1-8 H 2-6-0 i t O 2-0-12 —I 11 0 1-5-4 1_ 3-0 -A-8 Dead Load Derl. = 1/8 in 3x6 = 9 3 3x4 = 4 5 3x4 = 7 3x6 FP= 4x8 = 8 9 10 3x3 II 11 3x4 = 3x3 = 12 13 14 3x6 = 3x8 = 30 = 3x8 MT20HS FP= 4x8 = 3x8 = 3x6 = 1.5x4 SP= 3x4 = 19-11-4 15-9-12 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-8,Edge], [12:0-1-8,Edge], [18:0-3-0,Edge], [19:0-2-12,Edge], [21:0-1-8,Edge], [23:0-3-8,Edge], [25:0-1-8,0-0-121, [27:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 40.0 Plate Grip DOL 1%0 TC 0.68 Vert(LL) 0.32 22-23 731 360 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.44 22-23 533 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 18 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) 'Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 24 = 990/0-7-4 (min. 0-1-8) 15 = 28/0-3-8 (min.0-1-8) 18 = 1830/0-3-8 (min.0-1-8) Max Uplift 15 = 215(LC 3) Max Grav 24 = 1001(LC 10) 15 = 180(LC 4) 18 = 1830(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3106/0, 3-4=-3106/0, 4-5=-3703/0, 5-6=-3703/0, 6-7=-3703/0, 7-8=-2465/0, 8-9=-2465/0, 9-10=-2465/0, 10-11=0/1560, 11-12=0/1560, 12-13=-112/480 BOT CHORD 23-24=0/1859, 22-23=0/3685, 21-22=0/3703, 20-21=0/3406, 19-20=0/3406, 18-19=0/872, 17-18=-480/112,16-17=-480/112, 15-16=-480/112 WEBS 2-24=-2055/0, 10-18=-2461/0, 2-23=0/1379, 10-19=0/1802, 3-23=-251/0, 8-19=-274/0,4-23=-641/0, 7-19=-1074/0, 4-22=-302/408, 5-22=-253/159, 6-21=-461/0, 13-15=-141/634, 12-18=-1346/0. 7-21=01766 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=215. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 130 Ib FT = 10%F, 10%E edrylLxr tkr gXlrmiratie';t IDD'r1.5SES,*SEtLEI"i 6tX=1;: TEN B[lR;rill[tlSC7410N3r1,i;l,ka[d:C;MfX"'Ixx. iefi de;p rxendm eair dexxatMSE h»iylt'ed lk dd4a11.rs.Se',l.E. tdxexek:e'.:rne. Dries: dFcrise ud:i eerie TOD, sn'r lhhkcm. rtres TOD h m 44. IS.1—D.nge6p-.6.0re-mhEeoeu1jns.0xmmo:epese9sxx.sn.x dmpdsdadea, ee.-n .slnsnDnt a e lesuN ne s,pe Imsse i.14. WOO mlr.,axM-1 't.e-ga n; np»K.hdnu a n.. sei DM Anthony T. Tombo lle, P.E. aJ s dnls 1. 4 e 6dlliee sIk es! l;Ifi dt5e 7wex. tke C.xi sedb an d :Ik tdlE pDes yer. a'u mhri ribs lt` A•'S: ItY bat ex ewe rxl l qm dri iDb wen belt se dh s Wiwi kAh.4'.1r.ptdld eme km.,Aill or ne wp.0.Ln,f t 80083 Ikt . e2n Desece nm @d. C4>.;!:mesa 114 TOD ewI Xsfcs 1 rkh, 0 th tlt Ciaruo so,q IKSr ltrsXM, m aw sl(Av. al.we h, t-1 nac. IPA ftm- rie,nptts,olw eM.nsdx.S.sS Desigex,t...7e: ga.agimn eml Le., eznde;:e:x,mess 4451 St. Lucie Blvd. eN' ISe Witml)a.tdmyald 9men'1lhlt tx dl rtll,f5.6e,.teL lyeTfl.i e,.a.nfnex:,1DT »k tx a,gee„g,xt.sc)s.a.aghax rimy 5.D9ry. ue>^a>d t.o:xeas XdaeX ,n-I. Fort Pierce, FL 34946 oppighle, P016AlRoof, 1;usses- Anthony 1.Tori11LP.E. Reporludiam of this document, in any form, is prohibited without the wifleopeforissionhomA.-I Roof Trusses- Anthony 1, Tomho 111, P.f. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005992 WRCSUCL5 FL04 Floor 1 1 Job Reference (optional) Al rcooT trusses, rori coerce, rL j4`J 4o, oesign(gaituss.com 0-1-8 H i 2-6-0 3x4 = 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:25 2018 Page 1 I D:?sOQvl IzBGko2hF pRYibzzzOpep-vgNvoOOP2Oz_o?rg U u Md67n9VGgOP22Bl FoocNzMTQ4 2-5-0 r 3x3 11 3x3 11 3 4 0148 Dead Load Defl. = 1/16 in 1.5x4 II 3x4 = 1.5x4 = 5 6 o' d,0 g 3x6 = 9 8 3x4 = 3x6 = 3x6 = Plate Offsets (X Y)-- f 1:Edge,0-0-12], f11.0-1-8,0-0-12] [13:0-1-8 0-0-12] 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 0.77 Vert(LL) 0.23 7-8 672 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.32 7-8 494 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 67 Ib 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 714/0-3-8 (min. 0-1-8) 10 = 721/0-7-4 (min.0-1-8) Max Grav 7 = 714(LC 1) 10 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1928/0, 3-4=-1928/0, 4-5=-1928/0 BOT CHORD 9-10=0/1263, 8-9=0/1928, 7-8=0/1284 WEBS 5-7=-1408/0, 2-10=-1396/0, 5-8=0/808, 2-9=0/825, 4-8=-255/0, 3-9=-263/0 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 W.iq elnae fi lxtNr rPt r+fx'A I IMF llnsE 'SEttEr, , 6,19;t1; M95 d 0F.ON (0001 e0; ; MEM iNA[V Ina. Aok.y I parts.:, l E. td—Aar hw nt Uw 6,*1, dad n & iDD, a dl}tt llaPrlet p E't ad.a:tp firth i?D tamnl. lsatrns Desigl hgrxE:i.<w ditrE[atPr 9stdnll!1DD epresars leIXin•Wttdlf[ppleffindfaEE:tErefptlfllaai2 it. ltsip e. ll£ fPer atB''1 it At TDD aft. tape TN. '1, kips nstmp a.,'(fna„tlltllly Anthony T. Tornbo'IT, P.E. ad Psednsts tuts lhl site respu lilihde0e IN Dui sEaA aE,eartee 6eilfn Des tee a;r ttn dta lk.'!: »d He b(d tafr:dt aCRl lPry. 1. dl eiWWn.h 11 serif! st. m.l 5a tadry ;•rryt st ldin aEk (r is l.a keut:lpd 30083 t tfild,Dr:g. Pa¢e ro n. en,e r.x co.dl tr ,®agPedts to t.Ixlte laansdgfi„ttn t rtNflsnr dsulPr da p a:s trla, ez,t.tPt.:.nt-nsaari.sdt.}n.oupnl-.st.:p aPlatra,rteP tt,azu 4451 St. Lucie Blvd. E4t< nst lNiltf lit earth 1prtl trul wrrDgkdlimPs is eml. Ge inns t,.ge.ryraer spCi Dx tmdop„t„gur,uTts S.,7g6arrar+Ydiry. 111 tm.>s=a e.a. nth lefael is N. Fort Pierce, FL 34916 opyrigMCa' t01dA1RnofTrussesAnthonyT.Tomhull,P.E. Repiodottiunoflhisiommtm,inanyform,isptohihileiwithoulthealitlenpermissionhomA-I Roof trusses-AnthonvT.Tomholll,P.L Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005993 WRCSUCL5 FL05G FLOOR GIRDER 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:25 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-vg NvoOOP2Oz_o?rgUuMd67nCDGIOP2gBIFoocNzMTQ4 3x611 1-3-0 4x611 1-1-8 4x611 3x611 i 3x6 = 3x6 = Plate Offsets (X Y)-- 2:0-3-0,Edge] [3:0-3-0,Edgej LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.01 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) 0.02 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 27 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 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1306/0-6-14 (min. 0-1-8) 5 = 1047/Mechanical Max Grav 8 = 1306(LC 1) 5 = 1047(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-345/0, 2-3=-1458/0 BOT CHORD 7-8=0/1458, 6-7=0/1458, 5-6=0/1458 WEBS 2-8=-1740/0, 3-5=-1740/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (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) 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: 3=-1028 9=-1032 vwa P::ase'u[e t'!!-e de l ICJr IUiSES; SE, r,.: S.ts. „Cu. C:CaD t:lN$ ;L11i;A, Gl!Etj SiCz it[DSUiAT `va. (ni: e4.ia 'eu!!&: al tnd uies ee itit 4ass De:gv Re'. q DF a! eseuae?.IasM D t.i. ideteee iun td rr. s!. Lt:!ss a5r-rise ta`H a at i"g,!alr w,ki—raps blh ,amx a n! i. m "diii.1r 7Uni Anthony T. Tumba III, P.E. ap a ta-Sy-ia7-,1• pms :.dIn N..to, .at;stft: ed e'a.lagt ud.!erx5eitref!IIXa tecdinf3:ee•atfMituupsaald3eli mr llsrE,R!ir.;s,a'ari.Pmdltuu eazrtiu:s knjsSsllieA.rsasul7d rgn083 n e m tD.,i ee ed.m in snw s i n r..mew t r,e;enp x kC ca . ¢ as r taai r €i. u n es6s d t ¢lyao. rud n ae ,>B al-!,a daraet t<...ay ess¢aa[e}m vd i, sam .x,x4ss 4451 St Lueie Blvd. dkrw, r dnbrd aP¢IwUxl ¢p!N qx rss a7o;te1's..icei'1ei,ass Dr,p,ei we i; x. Ii!Ididi¢C De,';en,a nsl!sicoE¢gu!erd e,t ldet,A:'egi..!i i!. u; a!es iefi rei.:t.. Pa_ tierce, fL 34946 UpysightC 2016 A Roof lusses- Ar.1hooyLlomball0d. Repiadn;fion of this do:omeot, is toy form,$piobibitedxrdoolthe., iiteo pemissiaa lie., A I Roof lio-'m Poaay l.lambo llt: R.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A000594 WRCSUCL5 FL06GE Floor Supported Gable Job Reference (optional) A KOOT I russes, ton tierce, rL J4y4o, oeslgnLa-Icruss.com 0-1A-8 3x3 = 3x6 FP= 1 2 3 4 5 6 7 8 9 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:26 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibz7zOpep-OswH?kO1 pi5rQ9Qs1 btsfKKV?gCn8bxKzuYL8gzMTQ3 01-8 3x3 = 10 11 12 13 14 15 16 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x3 = 3x6 FP= 3x3 = 19 9021 0 c'> 1 0 24 2322 24-7-0 24-7-0 Plate Offsets (X Y)-- [1:Edge 0-0-12]_[43:0-1-8,0-0-12], [45:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 22 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 111 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) 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. (Ib) 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 va -4P:ea;ethaez}alr t.t. rr•t'ICJr 1reS58,"S`:'..t ;..,?:t t .Ix; 6;,;ti0. DNS .CSipN; tU'EI :7l:3%:EU R:AP'ra 7d?. de;.a ra'rare: atuei vat;rids'r?s;Ue:i}o ae•i.g;'PO:z'a. ia'az±;.laaiWti i:. texeue Saret i:toe ,.:e,, saK-"is?sdes 4e 18, N1. M'. k to yld, sEaa uY m!M I4 tc It .tit Tsai r c: rj. r _v'r 3 , re s 1 D ge ce arrant!a xd- ,ya spa i3Mv to a y 19 sags .I siq .6a "n 71 h. xtrr `li- 1! its 5v s Baas iar 'it. Anthony T. Tombo III, P.E. era aai, u: iv ax& %''7' r"ii do C x Ix, n I 11.lie,eo'rrayritf deVuc t ad00.i:[<sai %I. (W.npsraidSxilude' ide s<a i aue i. aa' i..si eor x.z z:aroil aSzlsaelle r.p+sielkd T 8008: n E If,P-Wp:r#.aavr,Ia All Was IW Ari-:d9,p erswis` x'e Ws*%' rnaSOWldasr Ts p 'wii ryeri@( ;"adatrxdriaw, 111l' s'ae:rriafuil' sailair air -.: ,s!:atv!apeeeE#. gadec a, vales, 4451 St. L'JCie Blvd. ono;;:feeait.aCwhs:frpaei:pr Wv.ssser.W"i 4m.14tivs;DO, fgue-h-.'f@ Iaifgla;iprl,r rs S,sieaEWataadn,lidq,V.Fi lidIr sa, iloea i,:i!,. Fort. Pierce, FL 34946 I U ; 20ifi R-I Rcel Gusse; kefheor 1.Ismha III. P.'t. Re iodation of hi> dc;umsnt; is on fxm, is •mfiibiied clhol the.6"en elmissine Imm d-I Roof Imsae.- dnlhoo 1 lomho III; P.E, PYI 9 P- r r F Y A. Jeb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005995 WRCSUCL5 FL07 Floor 7 1 Job Reference o tional A I Koor trusses, rorr rierce, rL .wawo, oe5lgnLd ILIuss.IXJnl 0-1-8 H' 1.5x4 II 1.5x4 = 0 1 02 q 25 0 24a Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:26 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-OswH?kO1 pi5rQ9Qs1 btsfKKQeg2A8S2KzuYL8gzMTQ3 2-0-0 8-q 4x10 = 1.5x4 11 5x6 = 2 3 4 5_, 6 7 Sx6 = 3x6 FP= 8 9 10 11 12 23 22 21 20 19 18 4x8 = 3x12 MT20HS FP-- 1.5x4 11 1.5x4 11 3x6 WB- 1.5x4 II 4x10 = 13 r 14 17 4x8 = 0-A-8 Dead Load Defl. = 1/4 in 1.5x4 II 1.5x4 = 15 0 I 2 27 o Iov 16 3x8 = 24-7-0 Plate Offsets (X,Y)-- 11:Edge, 0-0-12], [5:0-3-0,Edge], [11:0-3-0,Edge], [17:0-2-4,Edge], [18:0-2-0,Edge], (21:0-2-8,Edge), [23:0-3-12,Edge], [25:0-1-8,0-0-12], [27:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) *Except` W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1335/0-7-4 (min.0-1-8) 16 = 1329/0-3-8 (min. 0-1-8) Max Grav 24 = 1335(LC 1) 16 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-4493/0, 3-4=-4493/0, 4-5=-4486/0, 5-6=-6935/0, 6-7=-6935/0, 7-8=-6977/0, 8-9=-6947/0, 9-10=-6947/0, 10-11=-6947/0, 11-12=-4526/0, 12-13=-4533/0, 13-14=-4533/0 BOT CHORD 23-24=0/2568, 22-23=0/5979, 21-22=0/5979, 20-21=0/6977, 19-20=0/6977, 18-19=0/6977, 17-18=0/6004, 16-17=0/2622 WEBS 2-24=-2840/0,2-23=0/2128, 5-23=-1628/0, 14-16=-2880/0, 14-17=0/2113, 11-17=-1611/0, 11-18=0/1035, 9-18=-537/146, 5-21=0/1047, 6-21=-530/152, 7-21=-717/504, 8-18=-703/519 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. CSI. DEFL. Iin (loc) I/deft TC 0.42 Vert(LL) 0.6019-20 486 BC 0.69 Vert(CT) 0.8319-20 353 WB 0.60 Horz(CT) 0.13 16 n/a Matrix-S 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard L/d PLATES GRIP 360 MT20 2441190 240 MT20HS 187/143 n/a Weight: 139 Ib FT = 10%F, 10%E noting nuteaaakklrr>•ir.fx'SIIDGIIBiiS( tkEriOr{itA'IrtNSd(DFC711CiI(IstxS:tail'j'iCdDii;i,dENiIxaieAyhsipy9mdescalm4edesal4si,cs:des;:'ha.iq;ir`a Mtlatkarl.r=zsa?rE.lelvexe9'a!ie4 ena.UdassdkerwisesMdectktTDD,ny 1Arek:nae:ni Ate.,ed:.sse[bs ih lDDtox.dil. 4: a'rns Desi{e kati e:. tK; ur far n..; 7e sed as n.Tao gresnlsnuaa!n:edne rrd=ssnd eq: E,esrnnanr a. ne {eruem:e t. .s ea''7•4.1,Msilr,abe t4l E< s7 tssanKea Ia:q <nitinns. nDd'ary Anthony T. Tombo III, P.E. dgs dnut. 4, { Itg is III sr kla.dye9 tF C. seaniw KdaIII tine cDs9ee "; trtdtielP ,s.:III tkel 6.1.1341, ondIN l qg: dIY .A acfili rdh W.64 W11,11.rnjr r the ant Eta snl, pasie;nd t80083 OIt, {-kgorSrnemars"N A:e,,eaa;afir, IDDaeliersouma1P'lefosalrktcidgr rndtdenM-fiI ntlrklSk4IsTAIII SKAal..d k'.Paw:VA_INftln_Q?.eSKfS9.n.niN..SdIt..I.sson;ler'T!"s Nsir,bpietl.lNis Ma,da;n.nosl 4451 St. Lucie Blvd. hence ldiuelte:ad td ageef aKcnvmiry let dE prn Fei lm lnss.e,.gfanr,,ine ra:dirCe,iy'u, tas<.rs.a>_aruvre®rs.aaq_lalcry 7 iT.es are ss adueriarn-I. Fort Pierce, FL 34946 cpyright CCr 2016 A I10.1 Lasses- Anlhoay T. Tombo III, P.I. Reproduction of this document, in any form, is prohibited without the - wince permission hrm A -I Roof Trusses AnthonyLTomholll,P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' WRCSUCL5 FL08 FLOOR 6 A00051996 Al Ronf Tndsses Fnrt PIPmP FI zeodR rlcc,.,.,/h r.,,.. Job Reference o tional 0-1-8 HI 2-6-0 4x12 = 5x6 = 5x6 = 1 u n. o. 1 cv b rvov ! z zu t r MI I eK inaustnes, Inc. t-n Apr 21 16:56:27 2018 Page 1 ID:?s0Qvl IzBG ko2hFpRYibzzzOpep-s2UgC4PfZODi 1 J?2bJ 05BYsYl4RhtsbTCYHvgGzMTQ2 2-0-0 2-3-4 Dead Load Derl. = 1/4 in 3x6 11 4x6 11 3x6 FP= 3x6 FP= 3x6 11 3x6 II 5x6 = 5x6 = 4x12 = 1.5x4 11 28 27 26 25 24 23 22 21 20 19 18 17 4x8 = 6x10 = 3x8 MT20HS FP-- 5x6 = 3x6 I I 3x12 MT20HS FP-- 6x10 = 4x8 3x6 11 5x6 = 26-7-12 26-7-12 Plate Offsets (X,Y)-- 1:Edge,0-0-12], [4:0-3-0,Edge], [5:0-3-0,Edge], [8:0-3-0,Edge], [12:0-3-0,Edge], [13:0-3-0,Edge], [17:Edge, 22:0-3-0 0-0-01, [24:0-2-12,Edgpl j26:0-4-8 Edge], 2[ 8:Edge,0-1-81, [29:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/dTCLL40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.65 22-23 487 360 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.89 22-23 354 240BCLL0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.12 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) NOTES - CHORD 2x4 SP 240 E WEWEBS 2x4 SP No.3(flat) Except` flat) *Except* 1) Unbalanced floor live loads have been considered W3: 2x4 SP No.2(flat) for this design. BRACING- 2) All plates are MT20 plates unless otherwise TOP CHORD indicated. Structural wood sheathing directly applied or 5-10-15 oc 3) Refer to girder(s) for truss to truss connections. purlins, except end verticals. 4) Required 2x6 strongbacks, on edge, spaced at BOT CHORD 10-0-0 oc and fastened to each truss with 3-1 Od Rigid ceiling directly applied or 10-0-0 oc bracing. 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. REACTIONS. (lb/size) 5) CAUTION, Do not erect truss backwards. 28 = 1452/0-7-4 (min.0-1-8) 17 = 1452/Mechanical Max Grav LOAD CASE(S) 28 = 1452(LC 1) Standard 17 = 1452(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5259/0, 3-4=-5238/0, 4-5=-5259/0, 5-6=-8361 /0, 6-7=-8361 /0, 7-8=-8361 /0, 8-9=-8708/0, 9-10=-8336/0, 10-11=-8336/0, 11-12=-8336/0, 12-13=-5242/0, 13-14=-5194/0, 14-15=-5242/0 BOT CHORD 27-28=012745, 26-27=0/2740, 25-26=077277, 24-25=0/7277, 23-24=0/8708, 22-23=0/8708, 21-22=0/8708, 20-21=0/8708, 19-20=0/7282, 18-19=0/2738, 17-18=0/2746 WEBS 15-17=-3052/0, 2-28=-3051/0, 15-19=0/2722, 2-26=0/2741, 12-19=-2215/0, 5-26=-2192/0, 12-20=0/1144, 5-24=0/1177, 6-24=-272/64, 9-20=-1090/297, 8-24=-1050/331, 9-22=-215/267 Edge], PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 187 lb FT = 10%F, 10%E Rena Mw 'roa<yair t t tle S. IQf IUSSEc c r^ JEljll tle L CmOtm airgm tirri 46 wo gantr W'ni saes ntR' t .&sip 0'- DC; salzat'Aa i.["'4 r;'fi tef eM' t am^.ea tide teile sx I I!e i.3 it v ` df xn-u aadae s wesi msi tsziN m'kiDadyTtton.eta.y=. he ed ¢ti3 Ye ems pexca>r. ra y:.vei+y stare .,.n bs .^<. Gsg+d s tbl !i et xzP3eal., mm'&, rai Nt es sd's, .ntq 'in.:4yer! a4 " c sM 1 1Id Anthony T. Toml o III, P.E. het 1!u N.All. u3 qpe tidi•11 as rle ddei ;u::eaht bsdr t slnwe. ,u Ana wd:niy s><Aa a r uU'/atperndcamas »es !M i as p r wpa a§rt ,nmq aSa1.Id .rnT rpw.. it liexed.da .a N s d dt eer,e. 'xa >3 ;punl; ts!l.ra,a,•t s.<:ar.:. vast:: arr ssdaaermer,u m 80083 aZtlia»,: hued lretnnaa rgxed h- ,@t a: retl., is d.N. h.sa DuipE y'en: !!. hrt idng fle.pn,e ; S, f d eybdVe4, t.ea; hC,:l lx.+. rr es ufian it,fl,. p, flte 4451 SC Lurie Blvd. FL (spy;igGt ; 2016 A final frusu; Artbanr T. tcm6e III. P.E. tepisrinlinn of Ihis dcwment; i n on} is;m, is prohiliftd a ilEaui the wrtlen perm<sian Irem AI Foci i;ustet Who" 1.Iombn III: P.E. Fo, Pierce, 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND 1 A0005997 WRCSUCL5 FL09G FLOOR Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 HI 22 3x3 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:28 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-KF22QQQHKJI ZfTaE9OvKkIPINUkwr-JOdRC1 SCizMTQ1 i 1-8-0 ' 2 12 i F1 4x6 11 5x6 = 3x6 FP= 3x6 FP- Dead Load Defl. = 1/4 in 24 23 22 21 20 19 18 17 16 15 5x8 = 5x10 = 302 MT20HS FP-- 3x8 MT20HS FP-- 500 = 5x8 = 5x8 = 1.5x4 SP= 5x8 = 26-7-12 26-7-12 Plate Offsets (X,Y)-- [2:0-5-0,Edge], [4:0-3-0,Edge], [7:0-3-0,Edge], [8:0-1-8,Edge], [11:0-3-0,Edge], [13:0-7-0,Edge], [15:Edge,0-3-0], [16:0-4-8,Edge], [17:04-0,Edge], 19:0-3-0 0-0-0], [22:0-4-0,Edge] [23:0-5-0 Edge] [24: Edge, 0-3-01[25:0-1-8 0-0-12] LOADING(psf) SPACING- 14-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.63 17-19 >499 360' MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.87 17-19 >361 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.09 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 222 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(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) 24 = 1213/0-7-4 (min.0-1-8) 15 = 1720/0-3-8 (min.0-1-8) Max Grav 24 = 1213(LC 1) 15 = 1720(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4780/0, 3-4=-4796/0, 4-5=-7794/0, 5-6=-7794/0, 6-7=-7794/0, 7-8=-8815/0, 8-9=-9214/0, 9-10=-9214/0, 10-11=-9214/0, 11-12=-7103/0, 12-13=-7085/0 BOT CHORD 23-24=0/2652, 22-23=0/6558, 21-22=0/8815, 20-21=0/8815, 19-20=0/8815, 18-19=0/8815, 17-18=0/8815,16-17=0/8799, 15-16=0/3916 WEBS 13-15=4237/0, 2-24=-2879/0, 13-16=0/3472, 2-23=0/2325, 11-16=-2115/0, 4-23=-1903/0, 11-17=0/451, 4-22=0/1342, 10-17=-305/0, 8-17=0/1026, 7-22=-1646/0, 7-20=0/396, 8-19=-293/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1038 lb down at 20-3-4 on top 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=-7, 1-14=-67 Concentrated Loads (Ib) Vert: 11=-1002(F) ctldq nE,:etlnlryHEaeiEane'setaen_nirsuttfti6rA9t:t;rasa(ae:monnnor,'3t7i';S.(C?ICk::":H4f INR.IF'Aydet191rtl10Jttii3e(MIINf5Ee111SI!E!:)fG1I1ix1ArfrI4:EMIEfRdIHj1.If65)Ilf.r.I.edY[RFU4!Hi'rEct.UdeS:Ellt!+'IftUdEI1E1IfIDD,6Ery dllFl:lleEdll r[Y Bal.a Esel M1l de lDD ie ht Edil. 1!t rns Desip fEpne r En tDt Eldnt. ». std ll nr lDD:epeudt Ee x:ena;edlh pal.ssilEd tn. gretrMSiIlI1111 MifsEn :dFS I. SE tnN ll tlt lPD 811 Etftrl 1. E tB EtfeOptlE IlFetj td9H! Shcdllf,} Anthony T. Tornbo Ile, P.E. W s duistns-it.1 tolGuis In rest !ibDry 9",e1 &e Denis t;eatuet ErA r th WWI Destee.-:'x'Ema d tit ItE, R= IK ni ae end h- .1 drM 5, qpui dlk IN"i mfi it 0 It, Ns. uJdef.-W as'EllEl ad k":12 ad.ot L. 5p.Es: :nd .: 30083 rhE a EJtsgar re [ecEm-:. rE es sea; a MM Ellh Focas odpM s01h tlilnq(.P.M Sdepi r din t(v, teH-sheen li misN n :el Ertl Breed arm il'Itrin•.2z.r.pxC1: ties ed 4a.sdi.1 s. Desipm lams lerp upnn and trE,M dle'ef.t: a 4451 St. Lucie Blvd. 6-i"idim by. .ld;nt.?,AE11is"ur hrdlprEs imund. rueirE;sf,lad,Epar Is lDLi."udtl.l.14itfeuN!s Sts4a tgworf! y00,1ni. All ra L;1,,Itral rtnleratto TH I Fort Pierce, FL 34946 oppilhi02DI6 AI Root Trusses- Anthony 1. Tomho ell, P.E. Reproduclion of document, in any form, is prohibited without the written permission Mom A-1 Roof Trusses- Anthony 1. Tombo ell, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 FL10 Floor 2 1 A0005998 I fJobReference (optional) 0-1-8 1 2-6-0 3x8 = 1.5x4 11 2 3 mun: MIZU s rvov 12 zUt r runt: b.12U s NOV 12 2U1 i MI left Industries, Inc. Fn Apr 27 16:56:28 2018 Pagel ID:?sOQvilzBGko2hFpRYibzzzOpep-KF22QQQHKJLZf raE9OvKkIPgeUgycK7dRC1 SCizMTQt 1-3-0 „ 1-8-8 1-3-0 Dead Load Deft. = 1/8 in 3x4 = 3x6 FP= 1.5x4 II 3x4 = 1.5x4 II 3x6 = 3x6 II 6x6 — 4 5 6 7 a q to 11 19 19 Y 3x6 = 3x8 = 3x6 = 1.5x4 11 3x6 = 3x8 MT20HS FP-- 4x8 = J 11-9-0 20-1-0 2 - 0 11-9-0 8-4-0 4-0 Plate Offsets (X -12] [2:0-3-12Y)-- [1:Edge,0-0 Edge] [7:0-1-8 EdgeL[9:0-2-4 Edge] [12:0-1-4,Edge], [16:0-1-8 Edge], [19:0-3-12,Edge], [21:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.43 17-18 >553 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.59 17-18 >407 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr , YES WB 0.76 Horz(CT) 0.02 12 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 102 lb FT = IO%F, 1 O%E LUMBER - TOP CHORD 2x4 No.2(flat) 'Except' T2: 2xx 4 SP M 30(flat) 4) Gap between inside of top chord bearing and first BOT CHORD 2x4 SP 2400E 2.OE(flat) 'Except' diagonal or vertical web shall not exceed 0.500in. 132: 2x4 SP No.2(flat) 5) CAUTION, Do not erect truss backwards. WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 5-4-14 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17. 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=-4559/0, 5-6=-4559/0, 6-7=-4559/0, 7-8=-4134/0, 8-9=-4134/0, 9-10=-1185/0, 10-11=-1091/0, 11-12=-1185/0 BOT CHORD 19-20=0/2054, 18-19=0/4296, 17-18=0/4134, 16-17=0/4134, 15-16=0/2848, 14-15=0/2848 WEBS 12-14=0/1574, 2-20=-2271/0, 2-19=0/1588, 9-14=-1838/0, 9-16=0/1462, 4-19=-891/0, 8-16=-426/0, 4-18=0/402, 6-18=-379/0, 7-18=-176/824, 7-17=-339/3 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. airy llel;e halyd _6 SlnCr fi?titsj SIIIE116E1,1 ltwd[1!i chs(]luN "imr; iU,"AL!"h,a lndf irfpp 4 'd Is L ltv)e1A—gjrV,.4N AA fllnl9 i. n. Id 4:h.4 ,e .Ud :ihef 'r Id lake iPU, txp lillte(Mf'Intrt At: li,fel)h11-4.1. 'nsUesili.iitifp', (4P-tY(pn..,75.d11 NU.prtdfltaifdpl:tdlMl,dflidtt:lfiE 4i1u4ilafif1tirSpu,1. Fl.f;fiep'lei.1,MD Wr,qTrO. The e4prst p IME, t"emus, fleii1m rpnthony. T mIiolTi,P.E.coldh iss•4 nwit' e- finpl wiry dhe Jw nor sidRi a pd :Ik idli eU 'pt '.:wfndlu IN h. :; al frl xE :,;1! xS r21 :le rp; et dl U6 id u. fieli dh st :16 tc4' . 4:ryr hlld eft rd s• I:atia .rid hE{er fit' W(ft'u'e_ :reY f N.'iffl t IA i id 5d11.pllkv (aF MSdfI»rpNnt(A' dfk:4Flflo,i iT.11.'dn tdEn IFpd»(.IF'.Ik.R.'k"t. +30083 r piwppnirnr:ti.a.:•:d.1. f. h.ipn,l .le.p,$xnairr ,xi di+:l:a ,; 4451 St. Lucie Blvd. i!lensrIdnuIle -19:M Ipeti irli a wnhy 1. dl ra!:rf itfie£ Tleifs, Lr,ia iryieen s iV11e tai. 7 ,,.pn, p to s sfr.p cyilru [ r aalSy. it (a x:T?f i:hs of es idael h tll I. opyri9ht It016AlRoafTtosset Amhony1.Tomb. III, P.I. Repwiludio, of this doroarent, in any form, is prohibited without the wFineo permission hoor A-1 Roof Tresses - Aphoriv T. Tombo III, p.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0005999 WRCSUCL5 FL11GE Floor Supported Gable 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:29 2018 Page 1 ID:?sOQvlIzBGko2hFpRYib7zzOpep-oRcQdmRv5dTQHd9Rj QZHzyO7uETLyfmfsm?18zMTQO 01-8 O-8 3x6 FP= 3x3 = 0 1 2 3 T1 4 5 6 7 8 9 10 11 T?12 13 14 15 16 17 0 d 35 O I A! I 1 I I I I 1 I I I I I • I 1 1 I 1 I 1 I I I I I I I A 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP= 3x3 = 20-1-8 Plate Offsets (X,Y)-- [1:Edge,0-0-121, [35:0-1-8 0-0-121, [37:0-1-8 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 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL . 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 18 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 89 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) 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 joints) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Y§tL'AI -fiWSt 39 2 }ii(.HF.ti<idf'6rC)i USES y"G.:r } ..b.GE .tP` 2:GX0'+:tNi:6i`9# ql .r ...J31EbE#:41 `Ye. rn`+<d{a pt • Se'k: ekd led ta1t5 tt IAiS'(a55 Ut.ljl (rFs ig S DGxad %L'S j T i3a§9I -P,.. t,{f kts iktfl ltl P '. dot?14 at`w't{ SRdeLe 13b: nlr k ee§§Cr IE§d kll sri Ece;k C hk a !s§t - t ce s}:ve!r 1 t ja i.tt cwa t )i #t tti+e rn9f§at, 'r pd 'ee§; ty*a q e+twee l+h d^ i}ada. ,ia31t i di acr Yti 7o-f nEr fl- ra deiy esserp:es. ma u..a ce+.i1r Anthony T. Tonibo Ill, P.E. na { Ei +r i§ic96;.d }:,'dr µro di to h arstnt d r t }+ . ki§ ee'{rc Mot dk6.Be a n§Ioaais}.as+s'r# §I1. i6 t)}snl' +t 4ed ri 3t H tr s.. }Ndi'r}- M{p ax.rtkcedYri§}lazllt'N.t araui'sa T 80083 n 6 Er dD.5i"k9d.k#rack, aiE w E v:e.p r egg d k rsrrrrr r 5 w s: d! nwct,l,r K d E Ey rndr titi.pa.aal.Saddau r.r,,,k,_ §it,}k.kyktH§M.i u##a n ceie5 4451 St Lune 811d. mkt{., tdr dfartk+§tg eedep ,§±sec'nel tia kt-§ssn }§,§,,1,.nr:adi9y6w}Mi,K vsydt r i§Mlac9y.k.egd;.dL.t&ts,r:fixa:ri. Po":<Eerce<^L 3A9a6 epyifgbl : Yglb+il Rp3I tN5iti-kntbapy TAtaiba1II,P.E. Rtpiohlio,adWsdafampt: in any d63D1e;5 pdDbiblrtd wdont lbt Mi ii. a ptiDli<w 5pm A RDDI1tD1m Aiilhar:y 1. TambD lll, F.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006000 WRCSUCL5 HJ5C Roof Special Girder 1 1 t Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 1-5-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc., Fri Apr 27 16:56:30 2018 Page 1 I D:?sOQvIlzBGko2h FpRYi bzzzOpep-GdAor6RXsxbHvn kdGRxopAU4pH U H4Pnwu W WZHbzMTQ? 7-0-0 1.5x4 II 2x4 = 1.5x4 II Dead Load Defl. = 1/16 in 6-B-7 6-6-7 17-0-01 0-5-9' Plate Offsets (X,Y)-- [2:Edge 0-0-61 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 0.54 Vert(LL) 0.14 6-9 536 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14 6-9 536 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No-2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 342/0-10-15 (min.0-1-8) 6 = 327/0-11-5 (min. 0-1-8) Max Horz 2 = 114(LC 19) Max Uplift 2 = 238(LC 4) 6 = 187(LC 4) Max Grav 2 = 342(LC 1) 6 = 327(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 2 and 187 lb uplift at joint 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9) Yrty-Ples,U,gkly r>'eM'AI3DCR_>!S'iRlirl,6th'r,. TEAMS&(4MICXSt9ft5MS3tT.I,uxXC'W:..%MEX"t-. Ur4 Mip prat®eleoWrent aalznNsI,sih=3-i"T Pere lb ld.fLiczkc _i, Pi Id— %.1 ,,, adt—"..ise ddd a A, TOD, w'e Cesoe Ni pE•e W edi tEr i7Dt d,€L. Dej[ urdi <pX-Etc h d 'ADD pr ed f:gx d m pra'4s tl eq e f Idir. M€ pd IM sg tr. st Bid. A, iDD.11, It t.-l.'tz -p.a Ft., Id tm ti MI.r An`1tOny T. Tonbo1I's, 7E, edrE'il e- Ix p lalm ON 1 .tkt a-'s a..a [e qed v sh, r l€ [D t .ntndla lP.S rAl 1 [p dtk.DD s.M n•h II s dfi . s - 11 tad: t m: t - 09l 1r €kter gx a 'M I,d « 80083 m[E e[as;em, L^"t R. w: the iDDdNp o.1 pdthn, 0ttfif€€Cpem Shc it®. [t E[r p Nike' T1 nd SlUl r.. fftmef. fit pl aTP-1 ft*i X:e h"e Mon vt_ I;- D';Ptr7 tes. hsp. E'?...1 iro., Xaeo". yctss GQSi St. Lucie Blvd. tE'.iseldlu ksoak'M aped tHt it ihtr 1p tllitr s' <yel is,irt., ,a.:tjteer:,X4;i.vts€ap,.e,.tax, trits[tr aay t=.errar g:iLn;.Allt.t>...I.. eas rra „s iei,ad is Rl I. Fort?erce, FL 34946 Copyright C. 2016 A Roof flosses -Anthony U mb IIl: N. Repmdudiog Df this domment, in ngy form, is pmhihited withaut the written permisien hom A-1 Renf Trusses - Anthony f.lomhg lll, P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006001 WRCSUCL5 HJ6P Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com 1-5-0 2 6 3x4 = Run: 8.120 s Nov 12 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc- Fri Apr 27 16:56:31 2018 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-kpkA2RS9d Ej8WwJpg8T1 M01 Gmhggpsg37AF6p 1 zMTQ_ 7-8-9 2.83 F12 10 iil 12 13 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 115 TIC 0.46 Vert(LL) 0.24 4-9 380 360 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.23 4-9 400 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL , 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 190/Mechanical 4 = 97/Mechanical 2 = 42310-4-4 (min.0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 121(LC 4) 4 = 84(LC 5) 2 = 301(LC 4) Max Grav 3 = 190(LC 1) 4 = 134(LC 3) 2 = 423(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); cantilever left and right exposed ; end vertical left 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 121 lb uplift at joint 3, 84 lb uplift at joint 4 and 301 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 17 lb up at 2-1-0, 17 lb down and 17 lb up at 2-1-0, and 40 lb down and 52 lb up at 4-10-15, and 40 Ib down and 52 lb up at 4-10-15 on top chord, and 50 Ib down and 12 lb up at 2-1-0, 50 lb down and 12 lb up at 2-1-0, and 18 lb down and 48 lb up at 4-10-15, and 18 lb down and 48 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 (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 13=-13(F=-6, B=-6) DeFl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 26lb FT = 10% 5'etwg BtestM IagH, r-:e_1Se' IL1D_6-a.S'"iEttEd"t 6EKJk: TEN BE NaliDVs MIA p7J;..kaDA ED;MfR"bin Verify deuge Pluetis ell rxd uhs a I% I!.ssU :.a Vag Jt.; slh dMFlil-henu.t Lttl ego- 4s:oe-ext<t. UdsFFaewet orld.m. IV TDD, sir blojik uncuun., Fir's stufifu the T7Df I'i. Is t 1— Drule Fgi s IbE T.. h .d n buy TDD eprnetli lF..":t Fl lm F' isiud eeg. F sp sM10 w th I. k'.Itr '.io T pl! or TDD I, do Mi I. TzF 'ga _s mpr . lie Mbin S mars An`halty T. Tomb ile, P.E. A bse0 of s or, !Wiuq 1, I P Frard .t1 fire0sFI.Wizudr ct r Ike trill sD"iffs, IIc:wtexdluIf'.our .1it, W 1'4eo;a!oriTkl Th eptn d fice DD bA anehell If to T s. e subj al.g Vr gt fnoirj,,aiir 'rA:ru .epass tyI loft Ge. Dtsete lrh . s taa:'x. Mx iDD ail: g dgtil Itl tli-g( gc rnidrytn:amna t(rP lTs&d FVT IFaI Sd(lmrzly <w `n 3t a-pim 1F.lee:x_ten.PFasanr Fa.'::.s(M..las. De,-glnl .7e_eagia.e iTrt., Mamll:'t .i. w'er :;451 St. Lucie Blvd. F1e•ise lFfiltilPF.eANsveFI In, wall if dl Imiss od,,i rat Tr- a.yI 101tx ta,deg„t,}fer.ui's,SIs:.sn:agntfrcaP a+ildiy. Allca:. xta i'ns lrt ns iJm.l ra TPI I. Fort Pierce, FL 34946 opyrighlCrr7DIbA-I Roof Losses- Anthony T.Tombolll,PA. Reproduction of this document, in 40Y form, is prohibited without the written pecinis sion from A- I Roof Tresses-AnthonyT.TomhoIII, Pi. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006p02 WRCSUCL5 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:32 2018 Page 1 I D:?sOQvl IzBGko2hFpRYi bzzzOpep-COIZGnToOYr?84uOOs_Gu baQ557kYDOCMq?gKTzMTPz 1-5-0 4-11-6 9-10-1 1-5-0 4-11-0 4-11-0 4x4 11 1.5x4 11 3x4 =b 4-11-0 4-11-0 9-10-1 4-11-0 Plate Offsets (X Y)-- 2:Edge 0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Welt L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1_25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 = 232(LC 4) 6 = 68(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-299/58,3-10=-269/66, 3-13=-755/158,4-13=-699/165 BOT CHORD 11-15=-257/697, 15-16=-257/697, 8-16=-257/697, 8-17=-257/697, 7-17=-257/697 WEBS 4-8=0/255, 4-7=-749/276, 2-9=-344/174, 10-12=-24/338, 3-12=-604/161 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 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at. 7-0-7, and 33 lb down, at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) Nemlq-rlea.e hue.ahrre4entx'd 193G. 'iiS 11fri GfUL HNS 8 UA.4rICks IJSIDN stTJ; aCW'FD,AIEr hua.ItA, aesip fr mew,Mre.aoA,,xtNsNsD:o5..hI[r.pee Rt Aek.rLfsc4s,ILWeraxe 4whe`ase Ness 'A-s' ddei re he TDD.W glei[—I"r .d,-A a abr One r)D h ae 44. a. rs h,ip f fl .I! sd n Its TDO:egresut, ee a!f .e ak fdsm d "i. ¢ spei Wflo i; he iss F rtde si T. w Ise ae he IDD odr. aerI -I. he C.on s Idilry Anthony T. TDm6a lIe, P.E. H eA.:5Nis ro Wtiq 1161 mfusMd,d^x7 &0 Ee,xa:the rdlieDesfae 'x'eNdatolf<hK Wte E'fraat.,M_I 1 Er dtae,DDair.tell uedh rss' ukdiy amf hllsr etre[ dd' n Fuc.hef FgQC83 IIsFE . Desire n(catrCa..:rtesear,!e.1kTDDrilaefrt .Ip4-0 fhi.tdlff f wShcylaarne.e.tlrflis&:.fMWSa( rdv Mp a,daA .iPIGn-ll.rrprsanes!s;..+.sa'i.1.s!De:ip.xls,)a.2^ayiaenmitre„4z..it^ad,a:,e!s 4-451 St. Lucie Blvd. elcw¢ efd1H l,.adrstl rfreei s>.urxttAq lydlrrl Esi r,..t.a. tSe Bess ,t.eeer_iOi.mEadnf.t,fner,mL sSs,.m>aahxra pr:atamf. Als.ax e.-os rresad>aei inlrbl_ Fort Pierce, FL 34946 fopyfighi0t2016A- IRoof Twsses-AnIbuyT.Tomb III, P1 hpsodudio-fthis domment,inonyform, isprohibiled.itheutthe .title.permissienhomA-IE.ofTracerAnthony T.Tomb Ill,P.I. Zh Jab Truss Truss Type Qty Ply I RYAN HOMES / SUMMERLAND A0006003 WRCSUCL5 J3A Jack -Open 10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:33 2018 Page 1 I D:?sOQv1IzBGko2hFpRYibzzzOpep-gCrxT7UQ9szsmESCyZVVRp6i?Va8H19MaUkDtwzMTPy 1-0-0 3-0-0 1-0-0 3-0-0 3-0-0 3-0-0 J 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) 0.01 4-7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 60(LC 8) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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 43 lb uplift at joint 3 and 60 lb uplift at joint 2. adry tinse dwtghr t>•iea ne'i 117[f I1LSS3 i1LL4r's0114iTINSt(r,'RTIBY5051DMi"'Er,"I"ACi:E"s"agFp=.' Ihm. ierpp Grip yntoders tdr intn nl%hos DesaAl.ig'iP;eGM loaf1.Iwhul,t.E.tdr..xt'!:t!wire est. goes ethnic ddel '04e160.etq flirti tneeNtgr ;liiwtsed nr rhlDDuwrdiL leirxs Desip Et¢neye<Sn.itpf 6dn>r;,Mstd tt nr 1pp egresmsurezro:e a tit F'Cl. well Ul-rtg ietplAil4f N.th fe!;t'P'.N Snot r'e!s burnt it the txtheTDOW!,vdm MI.':pa m!mpleesits M, u:.:mdarf Anthony T. Tombo Hi, P.E. J tseda,s rn:s4'nf kihhisl p blin dne7 rlhC isea's-nytdn lhpolp epipe,-:a;tdtddlG lC., 9e Il: sire I xk t'es iG et, I?il'4egRt dlh iDp dn:lieli s dhe inss. iJ t7 lad.ry^rryF. tfhllppn M4ttfA, Sidi Y. rs'N{aur:hd 80083 swmiYIh IDDHInpo sadr l tine uaagc VmWen, enn'a,r pdr!4ron TI ea Sulne:d xe Fedaa._v.{Ga_ae.e,pMi:.Te:wmn-,r'e.1.!:las p.1'Qz:le:p,xn rAarrt!, r, ft: e,..e:; 44515t. Lucie Blvd. tntnin Toni 4i o.tded sped om twring hr 4 patsi 4d mytnristCie e Tres! v,a.`e pm.i7p.t, gare.niisSyi.a:yitnrd3f l+i18ry. llle 1'f .eras ntnddhdia Rfl. Fort Pierce, FL 34946 Coprrighl V 7pld A -I Roof Trusses Anthuyi, Tombo Ill, P.f. Ieprodudion of this dotoment in anyTorm, is prohibited without the written permission hem A-1 Roof trusses Anthony T,Tombolll,Pd. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 J3E Jack -Open Supported Gable 2 A0006()04 t Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:33 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-gCrxT7UQ9szsm ESCyZVVRp6hH Va6H19MaU kDtwzMTPy 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 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 No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 104/3-0-0 (min.0-1-8) 2 = 185/3-0-0 (min.0-1-8) Max Horz 2 = 66(LC 12) Max Uplift 4 = 40(LC 12) 2 = 60(LC 8) Max Grav 4 = 104(LC 1) 2 = 185(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 ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 3) 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 40 lb uplift at joint 4 and 60 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10 iupti:v4th'A 10i1IUSES,"Si::C,..b.Ut fiw1 0k0-11ukS OiiCN,^tUEt::kE.:EO£1'51'4n. N*tosm fr.m.9 A Wts Ia Th,",,S Uryf h fj'M ml:u WWI T. 5.14II? E ,r !Nff if..... ':cars1dn.ts<vga.N IN, .1, NFdf ' x'tlas W' tx t 'M' t 4fsitre a. V 4i,'04h.s mtg', N saq fe, t s J!Jw!01i M— Mm Hgdro>ryl ivi:'Nce, toll, mr:.%I. rh1v >at1as iuk Anthony T. Tomtbo Ili, P.E. m Nros?mIxirqsaeaxttdlxNn ", qw Y a n,4r0*fN 4f[N. tot to Nn i ed„n«. 11 ar 1 a ie r.: aei aw p i }. r C .iia.axtu Sda: kif„caf Ti - i i, N w s&i x i turd tntaR . pl i i' .: }ie f.klssnil: f, N lmfs a'x f _ frls tenp Ogaeu ad "rxu Nadar sr re;fss 80083 Ov-, Mod k!.(. nl Wp .wa x91, r. pies make. Drip lane: 40 of inikt Ni*".—S!0"fgwof a ,W&Je L.fltihl'gJt artsirfinei011, 4451 $C, Lude Blvd. opyrigb?C10?6R-?hot Gasszs LrtkanyCtsnbcIll, P.t, iPpi[dtl:i109 GI N{Sd^{p .rpipf; IE 6tif?9ffi, fS pmhihited wflbour lEe wflita permission tram Al toai Twin -Anlhory l.lombo lll, P.E. Fort Pier.e, 91, 34946 J©b Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006005 WRCSUCL5 J5C Monopitch 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:34 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-9OPJgTV2w95iNO1 OV HOkzOfrTvuAOB E Vp8UmPMzMTPx 1-0-0 4-11-15 1-0-0 4-11-15 1.5x4 II 1.5x4 II 12 0-6-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 6-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 2 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 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 236/0-8-0 (min.0-1-8) 6 = 223/0-3-8 (min.0-1-8) Max Horz 2 = 102(LC 12) Max Uplift 2 = 58(LC 8) 6 = 79(LC 12) Max Grav 2 = 236(LC 1) 6 = 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-154/255 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 79 lb uplift at joint 6. PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10% Ru-rq tiros tl turey r-.-N d1 IN, 6.+S8t"Srllft"16fNrt:; T;eg58 UF.A71m rJSIDRi um;..ea0d r;N[R" Ixz I'd, dts7p pslad=a Esd rood soles a Fk, Ps: 5'-lte3 ',jJNI, Ice the Adluty L kf.4o'. ttEtdMemE Ufst tn-',s Udets ethr+w Islel. A, IDD, WT N11EY:mltfllfpre.,ld...9ild In l&llol o[*Ilil. l:tSl Ri gtSijA [IgIkFE spe: dir (tpfhu! Ilea}IUO'pt S¢df It Hie M.td1lfpdt idrPE yt1ti11N( MrFS F: k tt e:$Fl.SFp:'11 R11e Tagal. YadN Tx[.FlF :pf el3 aN lti fa Em lldltl4l S1pllry Anthony T. Tointio ITT, P.E. nd s rfn:s [: !1, rWd,"l! p lim d;z7 1E 11 C" ,mdwEe ;'rt sEe 6441g fot F' hd d la lC a :1i dt4 1 E fr:NE.1TI-1 It fq-4 f. dl' IMW rhill do rss al gLrd.q. ,, sTffd dk ad µa6s nd « 80083 o- 1 ax Jrse e ..i .:,tt Ton Uxpxrn dpol s fn sEldgc r MSOINI fn x[ptufW.hrlArass[s1,-dd w5,p mxu. E_llik t.'kr*e.gns.m n[_-,asra.Txs.gtsport..Je. np-nod 4-+s4,dtftmitiess .1451 St Lucie Blvd. it me lm(luE?o e4 sm rpitEd apnuctillag lydliRn Es metes ratlre.,4,_uspiAeeEs GT`a Wong ksipsr, Ttir'is.a.ga.nay P0.4 All 6)a]°d R:os tress detad., T41-1. Fort Pierce, FL 34946 CoptTfight( SiP01dA-IRrmfl:uses-AnihonyT.TomheIII, P.E Reptridortion of this ifouumenn, in any form, is prohibited withoul the w6hen permission lines A-1 Roof Tresses- Anthony T.TnmboIII, H. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006906 WRCSUCL5 J6P Jack -Open 4 1 Job Reference (optional) I Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:34 2018 Page 1 I D:?sOQvl IzBGko2h FpRYibzzzOpep-9OPJgTV2w95iNO1 OVHOkzOfm3vg00CPVp8UmPMzMTPx LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 10.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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 pur ins. 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 = 132/Mechanical 4 = 64/Mechanical 2 = 299/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 86(LC 8) 4 = 55(LC 8) 2 = 201(LC 8) Max Grav 3 = 132(LC 1) 4 = 94(LC 3) 2 = 299(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 ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5-6-0 d DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.13 4-9 >505 360 MT20 2441190 Vert(CT) 0.11 4-9 >596 240 Horz(CT) -0.01 3 n/a n/a Weight: 19 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3, 55 lb uplift at joint 4 and 201 lb uplift at joint 2. LOAD CASE(S) Standard W-911e 6 1H!,,-aih'AIIOUR:ISES!, EltErT,ED,k, films W LiTI0.{i'-IX- :l`A.'0CV--T`SkEN" imm. l't tlp h,p?ueseen.siresl d,. his 1.s,s7s l'0, iIJHE:, era th, IAmi 1, la uo...,tE ll axe Sirs3' +=_Rdersdl w;rstddsrdeiRlt, wl? N Tee; uce[UrPee.,.d,..a,ei hr t[e TJD tazsdil.Sse'rns Denf. hnrxE<r-sr.DP&dv-k xd .1DOg fs n.e:ax.:e [{IMpai sSawl eri '¢sr sil'Inp Ial'..IF s.e ei y'i1.rd lPD aqt ader i?>I 't2. -pnsF Ira cti- f.l;l'r't An`hony T.TO nb^lIi W dn: str k, RE. se0' Ir. th sP b1o0t"7 w hn xu", ee $d .t WtsD !,Oedtol?`,h udn ,1, z 3 a^;.le k- : ;1 K1dih PR.h shI! do rss mlaxk rzmr Ilea tkr ad.' _P sr nd 0083 IN Px:,e;Dsssx 6rCa. T Is ssi.i,slDD.I to, F losnl Vkho, fte k1tq(rsV sdnlax h tC rPd kr . M W SKAu..d r `a[n a. 1TP1d.u_ke.s.pns..fies.1&;1sa'1.1sstksig.eri )'s FlEooen.1 T,rss tlmdett:.a mess L451 St. Lucie Blvd. fE:»ise lsfi.eeE zsdal syxsd ap awritiy 1. ell P.rns ira. ad. tee irrs ..a_?..a9.e.r 1C1 e€n.laA s,:gaer rTa s[R.a a;i.m as mt ilRnP. dlitq:a a os sreaslJ.viniPl1. Fort P:erce, FL 34946 Copyright CCr 204 A -I Roef Tauzser-Anthony 1. Tomho III, F.E. Reproduction of this dammenf, in nay for., is prohihiteol mtheof the writlee parmissionfrom A -I Ruof lmsses-Anthony lA mbo llij.f. Jab Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006007 WRCSUCL5 J7 Jack -Open 10 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 . 4x6 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:35 2018 Page 1 I D:?sOQvI IzBGko2h FpRYi bzzzOpep-dbzhu pVghTDZ?Ycb3_XzW EBrCIAI Ifff2oDKxozMTPw 7-0-0 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.21 5-8 394 360 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.21 5-8 393 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD 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) 4 = 179/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 94/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 131(LC 12) 2 = 92(LC 12) 5 = 2(LC 12) Max Grav 4 = 179(LC 1) 2 = 342(LC 1) 5 = 131(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-757/192, 3-7=-618/107 BOT CHORD 6-8=-650/340 WEBS 2-6=-269/80, 8-9=-159/477, 7-9=-253/369, 2-9=-168/566, 6-9=-267/465, 3-9=-171 /516 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & 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 131 lb uplift at joint 4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in 0 M PLATES GRIP MT20 244/190 Weight: 26 lb FT = 10% YfudaFnee;eh lapdp r.f+w ba A130L'ra'+iSjiillEPR &R3ki tirMSd [9haiIL9'.7DSiuk a i.1,.,,itlD4=_;,,AtEbr lnz, Fund 9tvpA pwladels and r¢!dnm.:aspi,lF<:i¢-c IAVLy rC:,; lld lhs adlwsl.leai':.rLtdaPaee slPe..a: h_uds. Ftls.f.¢nded ¢tYP iUa w7 diFEi:elrFmvpridss4t..?esttS,0115D1i,1111,.{s¢`!'nsh1up 110.11, Sy<.Idt.I Is 51i MD'!pf¢SedS lF IXrol..:e d thInta"ind ni . p IhIrt, fr laeMgO N51eV,T.SSaeplzi1,11TDDI.Ir Ats ir"%1inp¢ xstnpsl{r. lmg 01"s."uti1ryad Ise dnr, T. n1n WINgis tx esp lilhrd^:e] tIEO uI;Aa le aped l.tn rud AD sj IM rtdlie if(h:: oed tee lel lkeap d r. 1. 3¢q nE dIAe DD al nph ld dp ns,al ar!-x'.§ rags shlldha ekn +I', ,. esp :h el sic k01IDD . d iu PAIL, 1 ?&t., IfII k1s"I M4.4 sdtnt d. fn:6fl pdr w411I'd SKA ?rd4 'aE.h pe n!n R.l f, H..i? t.prs.a_TESa I93l..Sd'E.1i,,i D,i;,.,Ii. sD,s ¢r Gpn:n and flFS, aaxll:h:K: uass ftf'YS!/[{- 1HdtA 911hCtl @ tF dd AitillliAr l)6D jM N.ei¢IA¢Fit,.Ei¢l.lj RtF(:,r4T„t{.'iPj..Ps 9Pf,ITi Se7S.t Arll.tt0',Hr BFidlAr. dffq m: FE ].951fECi d¢t9¢d IA TpFI Copyright Gel 2016 A-IRoofTimes- Anthony T. Tombo 111, P.J. Reprodudion of this dorument,innnyform, is prohibited without the w i"en peiroksien horn A-1Roof Tames Anthonq T. Tnmho Ill, P.[. Anthony T. Tornbo TIT, P.E. x 80083 A451 St. Lucie Blvd, Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCL5 L01 Hip Girder 1 1 A0006P08 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:36 2018 Page 1 I D:?sOQvl lzBGk02h FpRYi bzzzOpep-5nX359W ISn Lodi Bndi2C3Rk?4iQ8U4ToGSztTEzMTPv 1-0-0 , 5-6-0 10-6-0 16-0-0 17-0-0 1-0-0 5-6-0 ' 5-0-0 5-6-0 1-0-0 Dead Load Defl. = 1/8 in 1A O 3x4 - 3 5-6-0 10-6-0 15-8-8 1 -0 0 3-8 5-2-8 5-0-0 5-2-8 -3-8 Plate Offsets (X,Y)-- 2:0-2-6 Edgy, [3:0-5-0.0-1-13], [5:0-1-14 Edge] 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 1.00 Vert(LL) 0.23 7-8 846 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.22 7-8 863 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 64 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. BOT CHORD Rigid ceiling directly applied or 4-3-3 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 = 1085/0-3-0 (min.0-1-8) 5 = 1126/0-3-0 (min.0-1-8) Max Horz 2 = 35(LC 12) Max Uplift 2 = 782(LC 4) 5 = 810(LC 5) Max Grav 2 = 1085(LC 1) 5 = 1126(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-841/595, 3-10=-2602/1866, 3-17=-2365/1747, 17-18=-2365/1747, 4-18=-2365/1747, 4-15=-2522/1798, 13-15=-656/496 BOT CHORD 9-11=-532/761,8-11=-1733/2439, 8-19=-1753/2461, 19-20=-1753/2461, 7-20=-1753/2461, 7-16=-1648/2345, 14-16=-435/594 WEBS 3-8=-259/411, 4-7=-243/391, 2-9=-611 /444, 10-11=-266/239, 9-10=-779/550, 2-11=-499/709, 13-14=-467/324,15-16=-336/295, 14-15=-610/434, 13-16=-373/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 810 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 238 lb up at 5-6-0, 72 lb down and 99 lb up at 7-6-12, and 72 lb down and 99 lb up at 8-5-4, and 224 lb down and 238 lb up at 10-6-0 on top chord and 131 lb down and 192 lb up at 5-6-0, 54 lb down and 78 lb up at 7-6-12, and 54 lb down and 78 lb up at 8-5-4, and 131 lb down and 192 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, 9-12=-20 Concentrated Loads (lb) Vert: 3=-177(B) 4=-177(B) 8=-113(B) 7=-113(B) 17=-72(B) 18=-72(B) 19=-44(B) 20=-44(B) 4'uuq flnx flw xlHrreriew tu" -13JC 6- >rs isLtEd x b.F'ik: [aM,lS B OMENSm[ t fJAOKi KT.I ;.. k90'd -.SNV J."'. 10f b¢iy rulm_tlrnMJe'p J 'i+t [G' In IL ACYu7L ie z ri tE ldel'rxf U t `ire e f. p l s utfsrvlc¢ Ua4 kq df IDO,m!y N'1'. mis. aill a fhr tte T)Dlae el/ i c D E <,r,yn-E d.f. ti tl TDD Irerekh tl etfk;n:e Nlhld d ! Insiiai'sn dsf. .M T j71 @s tDP I, Nu i. 1. hk p. smNks Ikr qn .s iltMar Anthony T. Tamba ili, R.E. eri edts.,T.u; ! l6affk- Pe 1 Gla.ela7xkf the ee - rt q,nls.l 61d eD 1 _, 'ut l 0 tq It'. 1 T W tis I hk 'A' .:I 111I l!R J In, HID III mI liif slsfhe! s'..I ! A-.1-yf stlipukathtlr &. psn hd r 80083IhlEk7fsrfrCa'-na. A'—! E 1ihiDDellNrfut dell 1tt Bldq(.f.4S&II, II- 0 t(I14hwmIl 1 KAn.,An m 4fp 74 IF.Iskieu*.agkn4 h! sStInmet II,Ns'pn'.I!< J'sr,h —andTre.,Nnaft^N.r;xe:s. %;-051 Sk. LUCI2 6IVd. kF•wlse Yfitf6F:'Iftlaped ark x,nnq ly :1 links lo,,4A Tnelass:r!wxjkfl1,10T„e 4nlda7..,igw,N ssts. mcgleer 1. f 71Gny All mp*r.s e as rtens id"d.a TFI 1, Fort re Luci Blvd. repyrigln LLt 7816A-I Rool Basses-Anihaey i. Tombo 116 P.f. Replofinon d1h4domment,inanyhrm,lsprohihited onhaatth, wnen permis'imf-a A-1R.Tresses-Artponq T.T(Imh III, PJ. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND f r A0006009 WRCSUC L02 Hip Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com 1-0-0 7-6-0 1-0-0 7-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:37 2018 Page 1 1 D:?sOQvilzBGko2h FpRYib=Opep-Zz5SJ VXwD4TH ErmzBPaRbfH9G6nLDYlyV6i ROhzMTPu 8-6-0 16-0-0 17-0-0 1-0-0 7-6-0 1-0-0 4x6 % 4x6 3x4 — -1 AX4 11 1.5x4 II 8-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) 0.37 8-11 516 360 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.30 8-11 630 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT), 0.03 5 n/a n/a BCDL 10.0 Code FBC2017ffP12014 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. BOT CHORD Rigid ceiling directly applied or 2-9-9 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 = 687/0-3-0 (min.0-1-8) 5 = 713/0-3-0 (min.0-1-8) Max Horz 2 = 45(LC 16) Max Uplift 2 = 451(LC 8) 5 = 467(LC 9) Max Grav 2 = 687(LC 1) 5 = 713(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-448/770, 3-10=-1169/1874, 3-4=-1071/1877, 4-15=-1 185/1879, 13-15=-293/576 BOT CHORD 9-11=-674/413, 8-11=-1661/1065, 7-8=-1679/1071,7-16=-1659/1064, 14-16=-510/310 WEBS 3-8=-317/214, 4-7=-358/237, 2-9=-416/651, 9-10=-418/710, 2-11=-619/389, 13-14=-264/451, 15-16=-384/294,14-15=-299/516, 13-16=-439/284 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 451 Ib uplift at joint 2 and 467 Ib uplift at joint 5. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in 3x4 = PLATES GRIP MT20 244/190 Weight: 59 Ib FT = 10% d> N I"' 0 Unit tlnaa tl ratkd, r.nly P. A -I Off n" s! 'HarP a At INS i .'U'ACA: "; NT, tort'. V ly fisip uradrra nd NiN,s3Fs'.w tkl Wmrs T-hTt, l.E. We — sty' w, — Orins dkrrlu 004ln4e TDD .1 p'Tlauraentts„td. grill fn@xT)D laxnlll. AlaBass Dnlr Eranut-,. .s 'dtr udrE>•?)M sldnux 7P0: tresedtr x ..,atedlktrafassind erE:n+.lt i.stusilditr'r. If Insac IN'1q, i, % 1pAre & 111) ally, radlr It'll. T.1x F.s'.pn nsrnttirr k1:4'tion-"allo7f d-s "sfasiltfo 01x7 - Ik0 .rA Ftr M :trltalf FD P*.. ; nat atu t<! $_ dtl l k : r. HE dIN, Th ipp,,C 0111 TDD ad mhll dlia rst al rxt Ahl .-efs. - talldinptla, ealt 'ant re5psst:Ltirt De6't,h'" cv"' 41 n1*1 th.lID) .1 ft,tat .rodrkl slWtlk,r WeSanjet, It.t(I. pttlre dr nt ralt(A re;n dilpot.' AA—ltIft.w lsspsrsr fiR l254ai stt_lns.CRat er.t ss.le, re 3pxn and rte., #sMr.. .! e a' et;+.rise ldirH lyF 9mageFl ann rumdad tr dl ray.lr,aei Tie Trrea ::a. rnr ,$CT.x W.t,.F, 3au; er T.rc sf re.x E .!"a: stir kd64. All e.y4.ras rtFnde Ala TPld. aptTightEa2D16A-IRoafhasses- AnthonyT.Lembo III, P.I. RepTod9diort of this document, in oily farm, is prohibited withcul the written permission fiom A-1 Roof TressesAnthonyLlomboIIIJ1. - Anthony T. Tornbo IIi, P.E. 30083 4451 St. Lucie Blvd. Fort Pierce, FL 334946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006,p10WRCSUCL5L03Common11t 0 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 1-0-0 8-0-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:38 2018 Page 1 I D:?sOQvl IzBGko2hFpRYib=Opep-1 Afq WrYY_Ob8S?L9k65g8spQtW 6yy_H5kmS_Y7zMTPt 5x6 = 8-0-0 1-0-0 Dead Load Defl. = 1/8 in U4 = q-3 8 8-0-0 15-8-8 16-Or0 d-3-'8 7-8-8 7-8-8 -3-8 Plate Offsets (X,Y)-- [2:0-2-6 Edge), [4:0-2-6 Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 687/0-3-0 (min.0-1-8) 4 = 713/0-3-0 (min.0-1-8) Max Horz 2 = 48(LC 13) Max Uplift 2 = 448(LC 8) 4 = 464(LC 9) Max Grav 2 = 687(LC 1) 4 = 713(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-494/847, 3-8=-1152/1859, 3-13=-1170/1866, 11-13=-317/628 BOT CHORD 7-9=-675/416, 6-9=-164411047, 6-14=- 1644/1047, 12-14=-508/313 WEBS 3- 6=- 665/355, 2-7=-433/684, 7-8=- 380/643, 2-9=-623/393, 11 - 1 2=-277/481, 13-14=-387/323, 12-13=- 280/477,11-14=-446/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. I 0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0. 60 Vert(LL) 0.36 6-9 529 360 MT20 244/190 BC 0. 82 Vert(CT) 0.30 6-9 645 240 WB 0. 14 Horz(CT) -0.03 4 n/a n/a Matrix -MS Weight: 56 lb FT = 10% 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)' and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) 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 448 [b uplift at joint 2 and 464 lb uplift at joint 4. LOAD CASE( S) Standard r: dg Rtmfl ryNr rr lw to"Al'96; JsSi'sf€€€rI 6EI-MT£tN58t pATIoK tJToA',*f?_t,. ilcr-ESNFN I-V"k desittir Wll,.11 reed Ides s4%Im!)1s;.D-11Jl4; ere Ra kdutl. fFms>, 11 tellsm _' : ss-udn: d.-m stdtd 4e 8t M, er ui E71rter 4d,t'. edbtlEeTtDUm 04 4 e. nsDesjr d e s ft hp d 1 TDD f is v taedfl tdss dent tt sgxclliffm n,dtsc,. ft i j d tltTW I rdert? 1. Wes}sns nf44 lad xdd ItliNrr Anthony T. T rr ili, P.E. td sedn.: Ins z tdlf - t& t FilUr t"x]' tF P z^ H 4 t' t'Id cU IT, "nindM It` *» .adh b t d 'f3L Thorp dt 'DU A .h Id dh s rel4unR:d'. m: to hlld dG 1st i. y '.I nd « 90083 tME! Jtscsrn€. 11"FM_ nos a: leltTDDmdf g-1 1g11 s1nWINNI p. Sony laeatnr46(rgt€sF.'rTNod5101 rely 1. renne pA T?.1dt: 14t'Iprtis4ww.d2.Irs.Dt,itwI .hs.g,s;p-nor4r!sI-hrtsv,e:ess 4451St. Lucie Blvd, Zt cE*%WadtroA:on gnssf agu v'fl.1 t. dt gut H-rrred Thl.s, t a. rcv-. y,T..e €-'I'J e>:gln,"ir.s Srv..r.yt.er r.af h.ii II kllr9-gals, us ne4s dd:4dis T11I. fort P.erCe, FL ;»9»6 opyrigh1C170l6AIReotTsyssts-AnihonyT.TomboIII, P. E. Rtprodooionofthisdmument,inany form, isp;ohhiiedwithoidthtwrittenpermissionf:amA-) RoofTmsses AnthonyT.TemboIII, P.E. Jctb Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006011 WRCSUCL5 M6A HALF HIP 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:38 2018 Page 1 I D:?sOQvilzBGko2h FpRYibzzzOpep-1 Afq WrYY_Ob8s?L9k65g8spUaW DHy?z5kmS_Y7zMTPt 1-0-0 5-0-0 5-11-4 1-0-0 5-0-0 0-11-4 3x4 = 1.5x4 11 1.5x4 II 1.5x4 II 4-8-0 4-8-0 0- 4- 5-1 " 0-11-4 Plate Offsets (X Y)-- 2:0-0-10 Edge] [4:0-2-0 0-2-11 ] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 7-10 916 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 7-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 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 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) 2 = 221/0-8-0 (min.0-1-8) 7 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 = 116(LC 8) 7 = 132(LC 8) Max Grav 2 = 221(LC 1) 7 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-179/307. 2-8=-168/278 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 116 lb uplift at joint 2 and 132 lb uplift at joint 7. LOAD CASE(S) Standard 6k:dg Plead gH, rz!irztx'A] 13F i' sSt'iEttFR'", r,101 TftHs B t u,I71GNSUIUk. AIR",, VKIOkEIRrI",. iero lop pi der, ek rent adet nt iNss 5,-.;s +i ap Et!es lk da4.y I, ka65 :., P.E. td-Sm"+ Ss.e- peleu&...", noti Ar Tplrm Mls yr I- ad- dttr thenet It tit ASt3n D p Fp IH EecT<?• ti sd IN p & amx&tMpalt- d ep g ilRi'a tlt Ictr,tarsq T al./ 1, Nhal M T.. 1. III 'p npte IU stints dlri Anthony T. TOSitFiO III, P.E. d & n'., T. 4 e-titlkp 0w sp blur 91,N I.O aersek» s sd rhn Nama pro,a :WW0h It' h..i kn b.a 6: : .edeu IFI Y ap '. dta ph ,I .held se&6e .al wk dr : xqc stollrtn eka.it sA pra! nei 8tJp83 tk! k, aesga e[c4'tCa .isx eaa.athxihDMltpastes.alpktesdtlt(Idg( p didtpia'>rn[ne BC'rpkfskenl'IandSlGar..rd> M .aS e_1P.Ike-ta,.'Fr.e,gkrsafi.[: :i>.stti s*De:ipaerins)e_aspiaenmalrt,>4aaslt^.«u.ereu 4451St. Lucie Blvd. Ilkawite kdiek Ils. 11a&apmdee nxri9g 1. dl pC:E mche£ie H Tas a_.;m. 1m Is ILI-w SulliT„r:peer, rT4s. Zt .t.s .mgieIf. MIMI 111 o,.Ga>e k. as seas dd!ad la Tfl.L Fort Pierce, FL 34946 opyghlV2h16A-IRoof T3usses-AnthonyT. Tom6o III, P.E. Reprodudionofthis document, inany Ivan, isprohibited without the writtenpelmisionhomA-IP.onfTtusses- Anthony T.Tomhe111,P_t. Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND A0006Q12 WRCSUCL5 M6B Monopitch 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:39 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-VM DCkBYBlik?U9wM Igcvg4MgJwZxhRdEzQBX4ZzMTPs 1-0-0 5-11-4 1-0-0 5-11-4 4 1.5x4 II 4-4-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.06 6-9 886 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.05 6-9 998 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 23 Ib 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 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 217/0-8-0 (min.0-1-8) 6 = 318/0-8-0 (min.0-1-8) Max Horz 2 = 116(LC 12) Max Uplift 2 = 117(LC 8) 6 = 118(LC 9) Max Grav 2 = 217(LC 1) 6 = 318(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-229/435, 2-7=-162/254 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 118 lb uplift at joint 6. Unity-flnst nu k4r r..lr=fie'I-1IDC Cliicst'ittHrr UK 11 TftASa(.a.ftlC,(Js 20VIFiDD,.1 q i'rrthtrte W 'tn IN 1JDh @_Ise xs De 3@ ,nrxe tx my Be x nsd iDD f d t.tdfhrrxxs du [ sr@tsliDra t@t tes e•<frh st<_e i. sep.Nv*TDD hrd Tkl. tz 'p @s pt I[[ -trn dhii An`hony T. Tombo;1i, P1. st dn':, Nsi `tr "t Ift liq istk i s'" Wrly ifN9 ft 7k rt» I. Wit, ) I N:rtrt d N lP ti. I: .1 tit I I' ,!ri aT 1.7'qsr a r,, :DD W url li do nkad q-t:si - nIIN tN t t>f F. nr( z 30083 net. e -1',rn 4Ca--"A_ .ae tw to, TDPWI'm tx dptl f& kid"I r.psmsdnW—oh." 61,041"1.5@' M H',ICVF—Fl TH ftnrtk.m6"s.sV1,0-Dup.,Ix.5,:F:.@D;r...1T,.,ar,ar:ns: 4451St, Lucie Blvd. edtwst ldnet krrd;etti an elr wrmq lr dl rm'ts lc.rei T@elr_, ta@.@9ater s7Gi .R IARaD .@x, iL s57fm yl.erc al Da2ry-kll ty.,..... xms rrentdnet In TPl-I. Fort Pierce, FL 34986 opyri; hlDN16A-IRoof Imsis- Anthony 1.Tomb@III, P.E. Reprodndionofthisdommet,innnyform,isprohibited rithoutthewrittenpermissmfromA-IRoofTimes-Anthony1.Tomholli,P.i. J* Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0006013 WRCSUCL5 MG7 Jack -Closed Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:39 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-V M DCkBYBI ik?U9wM Igcvg4Mi0wRthKnEzQBX4zzMTPs 3-5-13 7-0-0 3-5-13 3-6-3 6x6 = Offsets 1.5x4 II LOADING (psf) SPACING- -' 2-0-0 CSL DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood, sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-3 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 = 1716/0-3-8 (min.0-2-0) 4 = 1329/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 504(LC 8) 4 = 454(LC 8) Max Grav 1 = 1716(LC 1) 4 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-822/204, 2-7=-2066/586 BOT CHORD 6-8=-247/420, 8-9=-639/1875, 9-10=-639/1875, 5-10=-639/1875, 5-11 =-639/1875, 4-11 =-639/1875 WEBS 2-5=-417/1526, 2-4=-2108/719, 1-6=-831/208, 7-8=-147/413, 6-7=-888/235, 1-8=-188/699 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 504 lb uplift at joint 1 and 454 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 833 lb down and 264 lb up at 0-10-12, and 832 lb down and 265 lb up at 2-10-12, and 832 lb down and 265 lb up at 4-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert:9=-833(F)10=-832(F) 11=-832(F) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 10% nxq P>Sze'ta a!gYg.tint.2e'i Pt7F;lUSSES"Sc.3',_.¢Si:cWt.6'tD..,Xias'DM,Pg,EI":S:Br9 l[Ot4:XT"ro.feihb'rapxcns sae rxad airs to nisi"s anf1,.'q JlA101, Aul—T bth 111! ll'*m Seeotkb :'.ties e'rr.'s S,i0:nlvD; W. MiTek ca aeMa}tales da i Po-vtezrn.`G:n4txeug, Asni e•<Dcz:¢z[a¢ixi;s-s¢rm'h :rdwan;ne cxcpi 9rti"essrs as tagitmun:#ttxstaa'»4ea+tast-n}aa siFh ter:at dtnip sl a>ax¢le"rsskpYen ta i}aeir, reee Et(.Ta.¢siga es;ssp=eez ei9d¢-a.",ae:, •a :atr Anthony T. Tombo IL, P.E. eae auni;:'sslnaatf!'.-:l¢k'z }Cs3:2dnee» ,fie,;uass'sa[Ik algal SaSi3q ga*iah;ctrp INib214taa'MaaiYlld'¢:424m!'%I. (A }prai$3ti;9aNW3dt urexizz:- gnaadtg..Slirw eaarSregsleil) Wdil^im' 4800830M ¢lA¢Dexigeeatiw,oaar Ails ffAd'xUliu A,,rcti xN rasa'+Pa' e® } aiSket,Idn r (t3 ;:'Paid! "%xaetct ! ¢ 6V'&Yf%13'd•s F.Aaarld_':s inwsa(bii§•.^.e:aax: a:ev¢a.ngtx a/ rsSiacrh-e,naeass 4451 SC Lure Blvd. nar»>a#5xt liaiw€,xta¢+eet q eai''r np e psh n.al,as. .ke ats, [dnp.eaxaa *!. ire inifa¢@.,tgn, ruS!s(imfgke, sin,2'tting, ¢'cnpea6,.l it. e, ae es tdki eei., For, tierce, FL. 34946 C pyrigbi c 2016 A -I Beat [fusses-Anfhony T. tsmbu ill, N1, Beymdertion of i.".is downeent: is any {c:m, < of ohibiied w lhout the xtstlea permnsia¢ (re. A too! basses Aathens L lambn Eli; P.E. ' Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND s WRCSUCL5 VM3 Valley 1 1 A0006014 Job Reference o tional r vn 0 2x4 Run: o. Ezu s NOV -Ez zu 1 r F-nnu a.Izu s NOV 1Z zu1 r ME I ek Industries, Inc. Fri Apr 27 16:56:40 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-zYnaxWZpW?ss5JVYsX78DHvu8J SQwuOB4x5cOzMTPr 3-0-0 3-0-0 snn1 -1-)- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) - n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10 fl 9; p-H.6p1t a# dt A;I J tU SE{ t-: i BEB Ej-itl S' `eOT JN' C P Bq (1 faJf [0 'kl i 'G IB>;TiSNC !leaf ItSMRli Ue;je E# -t U(• .'I t W-113 311.( 8.,tbt'ul'1t1 3 Et 0"X'e' {1-T-4 "^eJU, NIrlasE$ (! ePmr? t G 1 e a5 e , e i+ az aj i; t p a; eay:. tS ¢ IN 3- ea a;, euu. u v tt` xca one a§ pat is n hi f p at + ;le Pq et te'M t.. I xaf{r'fl i r f ;a es ;^ta ::and 3 eti -1c gin. am s iti Triad - a:t t r: w'm uxor h sni4x ft e'kzS. - - Anthony T. Tombo IIi, P.E. cl r{ s lit ete lfi a€¢'lx n It id ; M [I€ ie qp .aids i fa; TI[ al#{i .;. di t;q qs- e r t'Se.wg s51ID p t tl^a of $nC}ti3atItg[ pitad n Ye{-kil ants tta 5S _tat; ua:"rx i m E us . t rStFt M sm p>' 3t fi eM tF t f ; Igelaae (11 f z.,:Ta.itl .. a3 faits a( S ..{, ea- { ix, }a,yiae esa as 4lmefa{a.er.aa.tts b M-ilje{ 1'FA 't x;eta:get", i [ k ru,.(> pE ,t..:lleE lire;6a,yaa,a' S I ER ....ale sa14e¢INupkl qlv'.! teivtma N 4451 St, L=.r_in Blvd. For, Pierce, =L 34946I511yi9h1. iidiE,iliiCU),IellSSC-AB3hJU, i, I,C1bC dIl, P.€, ;Pt.dll.fiDU Cf 1.]S d:{UMfUI; if Cilr {U; m_ Sy3UfiiEtled%'.iuCUntf wr iiES UPItli.S SC itUm A -I tUU{tfUii'i dpEhUAy t. ttlTUA Ill; P.1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND a A0006015 WRCSUCL5 VM5 Valley 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:41 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-RIKy8saRGJJjT4kQFeN mV R_ijHG9N8XQkge9SzMTPq 4n 0 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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 FBC2017/TP12014 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 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 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 Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 2-070 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 Ib uplift at joint 1 and 75 lb uplift, at joint 3. PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10%t, Me mg-fl."I'xnam} "".t"'Al ICO IF56,"SL r eK4tI tM t COO 95 6s DM N I*;1f UW1ID-Y:RT'ta tnhaK: ezeseiunehwd Ees to td ss &syt 6:e•eg DDszM nadFinaj t. temeNi. P(. t?fo-rrea: itett Stlue- - e,oM t'M sn'hti:0.»I. di:aiuox:M tides sh4lo- o:t£ is h, n }e idle is_ ({ es:a tagutn,i a Sterrn,a3ixn,<Me sed ea¢s i,J?e>•e;ems ae enl a'te F'desner ttgiveidM esgws,a::i'ry M t #sipw d 8±riaglems depL^etw 4eS:i eelr, tvea'tl l Cu desfga n; sy'bns .wing:a.:::r'cl:n. Anthany T. Tomta III, P.E. m ri:it sI.w s peesr: dh t - J.0-a .a lged wl*'+g't',a.>:. oM ca'tr y.lt{ 14eIK t# Half-diy:¢d xd ME. ru pedal3ei JtNsrSd! rdnth s,' ms;: dl'ag sM era W!. apstilllsa.•asrasroil^gd gf)083 e n t w" r; " mi.aeewn. ail aak s I q 5e t2 ;x peexn ea rs 'k la tq ea;tu d Sehg Mer a• {Xir partaed h .fl na cxd !:r n! x gme I ( iss . n41 !' .s sae +,p+sni6_ts ad lrl- s d ae t s...a,:me u.e, p.tgneti as! m Madacrer, ruees Hie xst td.1 p p(aha:l equn xph e: 1•a '41-0" E siu it 14. N; S,sltn(". dta! hiw An iWA M-s ae is«Met a,!r?- 4451 St. Lilil2 }:fvd. eP'-r_ penrnq 9e tiKtr7 q pn,e.ns; , 4 r fa'E: Pierce, 'L 34946 a ibi.w201bA-I Rest Ar: wyT.Combe111,P.t.letedunionelIN5dcmmrnt.inao-1olm,is lohibiiedx;Iheutthewiigea eemissieehemAIloaf Nms AnshoeyLTnmho111,P.E. Pr19D r P P JAN UARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 0 ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Nsi-.,M!1,k« 7: EDT IWWIS;'5rIff7iMi e.•; Iiw t fewl3:4— m n; 1.i[ b*nes; ..'s s=_e.E_#4 ss:kxrf h7 <.. s{si.n_srea:a.lt ml;.- 0 uf& IT'li s*4'd terckuf st f 2le.eal F-t'n deI N+. el S1goll Nw' 01 le4.,°ewd mx.tk4`a ., C. ta( nfsikar lm of 4.ry za t4+s jle S[ry ~ I, bFA am r,I l6eles i.srafluni.ldytali i53 5'@;4Sr ARthCrp [. lorib0 S.I. 3.E atAas;ros lum tnryreuat a neu is I§r a d+C nrsrahn d9i^7xIMEaIfn35+xxt,aMs nr IMm N:¢xCubexlwlt 3;z!mt 9 3t.i e•dRrEr1 padre,--.: Cmrl ss rse vim.. i-laye:ran ..e K wwshB n. ttaa 9 4 80083 txElhEbeswadae^o-aat: sns a s++o'+a G m.bs # of r sltt , mx a 3 Anq Pa„ ,dF+use +nu'K l pb+'tet a. n md..# ar csarar J'as i x® )sttrm:. 3a 1 <rso- A ,zsuna.:ee. aM arsin e-e l +si be5 3wi., 3r. s z.y: asaees zd sr .s sit 1ti i+I.Pf3re aar ran,hd: ra+s,; -,s.na In l±+rs le #s. .x :sEl?c8 a,px+w zrss „a mpmcig ,b ltat ;, srya%-,£w a;i: w! #u[.1 - 4i 1 j W[I?:VU:. Fort ? ier.F,FL 34946 opie g6E 6=Yd 18kk Ft t `:itsstt 4ntlnpp F_iarl6a lii. P1 keptsdb:rloa ofitss dnmmem0nzn;'fora.ap4ikhed.44,4 tat -gin pfwwoe from A too; Twesv. FEBRUARY 17,2017 I ALTERNATE GABLE END BRACING DETAIL 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/ARCF TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST) OUT OF PLANE LOADS THAT MAY RESULT FI THE BRACING OF THE GABLE ENDS. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (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. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 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. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKAL TRUSS cn in 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 STANDARDCONNECTION DETAILTRUSS I STpTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. ffi ra-gc f k iW'ie C ni 1';a3 { y, mae iPr+dh .; fiu f 7[S.} smr.a A:Edh y xr>tlutr: } p"sasriskxA q i }e ftlHmikl u' itt3. f"- a{q %s'9mr-:ad A wi h A;,Nu.yq T. TomtC.,q ).E, ma uat0f ft arm B & <sa esys msis r rk( !rsz4*a eiy:tnd;Biala t .fir r',»re+ firolM,l l mil a s'miaui[t nu P T.uxaa ri4 i,..,Ja..-_1a n tl :i:diwtsE s uy..x ri s¢er'3re cx ars z a>f 3s,r.h>t s>80083`.. hi u s,v a4la+bklm S- a e Aa xt,4.ar9t47 Floe a'dfi ViiW T t 2a>j[ wstrt C-P'aN 3fi i. oA,! K! Ix d mzalK m z {rmet43' [ ii de'zst.AK.Y,M',JsrtatsxCgnu-,rtwt m<.3z,Faf,j 4,Oe, menu 4 r.,whrAax•sz... -, 4.. 1 Zt i j.'o Llad.. ra-a. renn-u rnn,w paiA.. it dsxd ,M 3fas. ..ea, x_t4ri mm [wem_;"I S axe}ry;Wram b le>'e z8 cryfib.,e ,., ar a; as#sxe .P1 -. o yt 9 1'a'2I4QbEFina(ituises A tt ny;Eim telJ%.f..&e,icdsti as m'td"r..duzuaraaE is anros;rak;67tmd w2tacitp¢.wiirtnpeta'usrba itamE-1 fee iiestea-Snshnny l.IsmsnjN-F.ES J,ULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 li GENERAL SPECIFICATIONS: A-1 ROOF TRUSSES 44.' eT i urlr ox vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (114" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET . ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ax a} 1=ws urnit a+t`f-i l uC'ill4j w g, AC i 1 it m,- -.q a sTu db eE€d a sae ud tahi, S m r aux En s. as+w ,e c. rr.€nvx w=rek tawee xkr xi 411.n ki Pn ITr. aa..-dnxim W, e=xds i to 3, sa puu ve'xd m p3 §raa F1 md,E a ',nar E+[gym t[a-RI 77 rasx A.'f}ddns adits Nlh3 3h. ;as,Y€um u u i, ds k'73 up ,eo- rs; +sixr, [ug erdm=4ilru xD,;l'.a, ,ma e. da,vim,hf i Qon.nader r aHk:cdnrreMw.aE ivrm. r.n nh s,er-aaann: Eh i,-ncrxec— in. 4.1 in.i fi vzxn: 1.m—C T..m,T A1_ A41ionv T. Tomb. S'.I, RE- fiV S3 . E45 S FC,2 01 <. Fat Pimp, F_ 36946 FEBRUARY 5, 2018 ( TRUSSED VALLEY SET DETAIL I STDTLOG. 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" it 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/C VALLEY TRUSS y II I II II II VASE TRUSSES TYPICAL) Jill" GABLE END, COMMON TRUSS, OR GIRDER P r 12 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. NO SHEATHING) N.T.S. d,,,.0 ny Cyo L-y Ill, P...E. t F .,;if &,d t9 ?Ls>yphpdrtil'IurwM is dN Hdx9N@tl.i .v' 3+aM .? iM if 9+16, mSP tr bENx+j 41 tti3h i'a'eip%f $Yatl i .qt It dhl k VmSaf btj .. v9 hWA: d#dv ,n ill C'M Q r+kilo rta1(mnai 7 aaxs a rah i z2ft ft aMii m6rr lsrc aw if`4 am ai:m'1 tr t# #di cef i,+t r 5m .. 3it,E< h.rs:pu.s .ar,a amrtd»z ,3„!r.a . ..m >a .M3 .ruN,_ .j..i53 S7 d 6iVC.: mQ-a; ld ,-0ry m^aras+ei 9pps Ma{b _errs f,d M1 z Gisq%."3F sa,i2u 4+'.prg ac, T-.n;r r,.z frvm«3 ,b ins ak ca,dG„o. i,[ - .. fort Pierce,FL .-4946 ttprv;hi all6b i aad TFzxxes daiSagq I1'kv a.II'p1. tcpiednYio-,11t, riutu :at ;r asy laim. sp-o E tztl +r h.uE 4c r;tfee pz?a >a.>fi „o md iRci Stassec. ],etkarrT Tcskz tEl T'a• J6ULY 17, 2017 HIGH WIND VELOCITY) ~' L STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PS MAX SPACING = 24" O.C. (BASE AND V/ SUPPORTING TRUSSES DIRECTLY UNDER VALLEY I RUSSES MUS I tit DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD u I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) pYrazq 7v.rtasd gey re nx 'e i k..#'Ul4f ,>t.EE,t; >b iAt IkSi(9N"iIiG4=N '&'!.fC iJt<aa'-'W'.(9i tca t rh d,.yr.om ss m€,etdata4 as d%iogbsgs San mt QS. i.'b i t;naer iti 4i¢ wt Sh'ef bFb do sa$s estm asaDO pl, X gfi.ame ag.ss:s'sed ks,el6: m. :abuirW l; tUe sfk .qx cc.:.n.,:tgauai'r trgit••r;. h+ada ae AP iN. sa iirysrsy.atsfia1. is dorm d'H".p tiessdeia.d.6i.:i ar, mai RF 7 des.assxatfw; h rnil mi"s:,r liti ,1;c,it ny T. 1 ombo I:1,: Pl. ad stdrshatsfamiQ ;f sher?s7cgsjdmtft6ti.ne,d+ ae sa :aie3rdrdx#3iid;.i&swn atMeinlaldafK. ixlk-ode4a?tatNie;ndepeiFl:i>aqueruaft6eiNaHm*alevtdhetrss ikidrwzn n. s(sige:a sfirucMitags6t_:aewrr,ia;3:.ha' - 80083 t WdCpc +zyiEs a+t:eanoaa >H aaa ;aiamm mgGJaee'ce grttme v9p:Csliea: risk Basaa lttgamsfCeh 6dug im K a+# k!t st iw mad re'x.ne:;af Pr gr['nia-fleet. Rk tem.'Ba:€;fsr EMaasarl sm,go., Imss Wslgmr. vats Ct=ia bpw: nk:mss amas_.uei; mks: 4451 Si. Lurie Blvdq U3e% x se kq al m fa:i;ua i¢teE'rW+, 'rii=aq tr rs)rars'a 6?reF a6r:»ts 4cuF-t*9mm s ddlak innfa Q ..pr m hs. a ,tra.agmm? 41 c• bn4 a (d e>q6 !t 3 . ms:s a:t;ai m aal. s._-. r r...._.. rc i Fierce, FL 1nGaG FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STD'TLO8 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO 1 SHEATHINGI- 2X4 STD SPF BLOCK v DIAGONAL BRACING ** L - BRACING REFER I v n REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. 2. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN BOTTOM 2) - 10d 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 @ 24' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4SP431STUD 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 5A-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 1 3-11-3 1 6-2-9 9-3-13 DIAGONAL BRACES OVER G' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 11. A 12017 11 T-BRACE / I -BRACE DETAIL FEBRI STDTL09 WITH 2X BRACE ONLY e s A- 1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946' 772-409- 1010 gOTES: f— BRACING / I —BRACING. TO BE USED WHEN CONTINUOUS LATERAL BRACINI S IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90% OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TI ONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE ( OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I - BRACE NAILS WEB T- BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I 5TDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NABS (0131' X 3') ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') 2X6 STRONGBACK 4' - TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 0' WALL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS)' THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUAR'Y 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 a'. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SIR OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 vi 128 74.2 67.9 58.9 57.6 50.3 c Z0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X B4.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60• 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW 2X4) 3 NAILS (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.00' 0° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL S'I DTt12• v e' A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. 162 72 58 39 37 25 FEBRUAR"i.A, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTL14 1i *-,r, J A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 kf aaxae p.m k >;e h H 1 D P .p 5p h : » ! DD xn N xR d! ! '9 4'A' - _ A hI h5 N M vey i ap .s '» f D ! tx31 br ! tui aY ak l,r s s+t.:xi,+ - Anthony T. Tom—H1, J.E: fN N S I , W p fwi ± x x t d l'e qa . wh t 13.Ii 9 h N kJx { d W A I ik U xN .ed i h.+tx a k piltl -f Z« tied ,SC xu ai IAW -: 01+1, •t?¢ w. .l.f —v 36 idNwx»t tWI w,.evi '—I "i— t IcA Mrrspt W.r; xm,i i,'R t ,. Ge,4G'_r ,. n.:y M n W7as5tlMe+.0 l p90o3s "E n'" +a +xxv 8!,d. - w io= Na,e, FIL 349=6 fD tt kV 2,46A 11W Dvssn ,katgang(. tashrs(iiP,6 kpaod.d-on sl t+u dc;xm•; 1. q enptyrm splo-bia€,d erthout Ene wl+ni-peeshsionuDa d 195w ['axsa Wfieoy T, tsabe ill, P.P. e` x STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBROAR ` 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 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 48' 3657 5485 3346 5019 2829 4243 2898 1 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' 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 TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY f THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF lod COMMON WIRE NAILS (.148' OIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE ISTANCE, 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 5r-- 3 5/8"T----------- 5 5/8"1 30' 0" INd 4 A I CJ3 Cl I A5i A02 AU? A04 b A05 y 0_ i 3 A05 5. ry 03 v; At E AU7 1 I tiai c7 Y ` iNi i N sr RU3 I t;L'. b 803 ci B171 S' 8 888 21' 4 F Y HATCH LEGEND °O 4 8- - 8" A.F.F. 1 fit j 18' -1 7/8' A.F.F.. NOTE: Trusses are designed for SHINGLE material Truss I.D. g Gravity (> 5A00#) / Uplift (> - Notifv truss manufacturer if material is other than shingle. Hodzontat (> 350#1 NUPE: ALL THUSS IU WALL AND,/UH IHUSS'10 LEDGER CONNECTIONS BY BUILDER = o g E -- UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE e - m - BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW - TRUSS I.D. AND TRUSS LOCATION-OY1JY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. = m REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING &ERECTION DETAILS REFER " a = TO BCSI-03 AAN" DD// O'RR ENGINEER a % REPRESENTS THE LEFT SIDE OF mvEACHTRUSSDRAWING A) JUS24 6 .JUS26 JjMSH422 C? THD26 iS; MUS26 ;- D; THD28 L--- THD26-2 THD28-2 HBB, HANGER BY BUILDER BEAM BY BUILDER NOTE: UPLIFT CONNECTIONS FOR ALL COMMON _ -- - '- TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 0 - - STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD - - o LIVE LOAD 20 40 ASCE 7-10 m - - d K E zo csi DEAD LOAD SO 10 1,50 MPH EXP C - - 0 LIVE LOAD 10' 0 CATEGORY 11 _ m c=i DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FEC-2017 m DURATION FACTOR 125 1.00 TPI-2014 REV DATE BY REMARKS 01 IO2/20/2018 IT CODE UPDATE a a i( is understood that above conditions have been reviewed APPROVED s are acceptable for the 3 g - _ fabrication at trusses, APPROVED AS NOTED elevationspitches, overhangs, rasclas,ceiling REV SE AND RESLBM:T eleval4onsJ?itches, bearing conditions & all dREJECTEDetail pertaining I „ = Z. - L.to this truss placement plan. No = _ back charges will -be accepted m - - without urevious Wn.tan DATE approval from: an .A-<. Roof Trusses representative. REVIEWED BY a _ PLAN DATE ARCH: - - - STRUCT:- I CUSTOMER RYAN HOMES - _ - - - 100 NAME i SUMMERLANO "C" GARAGE RIGHT - - - OPTION( S) LANAI/ BRS -BATH 2 17 a' _ COMMNTY ; _ LOT 136 0 - j LOT K - a CITY - m m = COUNTY VARIES BLDG BLDG _ v E > - - TYPE If E JOB# 72248 ;MASTER INRCSUCLS - DRAWN SCALE o - DATE 06/0/2017 --- ` _ - ECC NLS. A- 9 ROOF e E ` TRUSSES = A- L R. A .rC :ATION s _ Ph 772404 1010 Fax 772409 1015 IN CITY OF SANFORD BUILDING & FIRE PREVENTION 4 PERMIT r • XAppfication No: Documented Construction value: $ Li L4 ! Job Address:37M Crav*A,.4 r0 Historic District: Yes 0 No Parcel ID: ResidentialO Commercial Type of Work: New Addition Alteration Repair Demo El Change of Use Move 0 Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name u of-) ry} t's Phone: 14 L Street: t `Resident of property? s;1 _ City, State Zip Q j <1 f 1 Contractor Information Nam l C CoPhone: Vr f t)qlp Street: C% 1 Fax: City, State Zip: I r4 EP2Y-k c G n 1 O State License: No.ff. Arch itectlEnginee r 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 OR 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 pernui 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 I05.3. Shall be Inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised; June 3'0, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at.the time of permit submittal. A. copy of the executed contract is required in order to calculate ,a plan review charge and will be considered the estimated construction value of the,job at.the time of submittal: The actual construction value will be figured based on -the' current ICC Valuation Table in effect at the time the'permit is issued,. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the, actual construction value, credit will be applied to your permit fees When the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating; construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Ngtary•State of Florida Date Owner/Agent is Personally' Known to.Me or Produced ID Type=of ID. x ignature of Contractor/Agent Date nt's Name Commission;# GG 110622 Expires August 7, 20,21 Sc tWsd nm SueW ttatary Services 81,3bl)9 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical[] Plumbing Construction Type: Occupancy Use: Gas n Roof 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: COMMENTS: FIRE: Fire Alarm Permit: Yes NoFj WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application f CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J Documented Construction Value: $ "1 I D 00 Job Address: Historic District: Yes N g Parcel ID: Residenti)avCommercial Type of Work: Ne Addition Alteration Repair Demo El Change of Use El move [I Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 _ Email: infog api-orlando.com Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fag: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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. 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: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N TIC : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name SigaabueofNotiry`-StateofFlorida bate Owner/Agent is Personally Known to Me or Produced ID Type of ID y 5 1 y Sipatwe of ConuacWAVmt Datm t A. 7bomas Smith Print Contractor/Agent's Name / rbit Signs rc o .rotary_'ato'off arf>ttkSutll Date R Merede NOTARY PUBLIC o 'STATE OF FLORIDA Coria, GG136M E)ires &2112021 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: Occupancy Use: Flood Zone: Total Sq Ft of 131dg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps... Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: _ UTILITIES: WASTE WATER ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application op r8 2,7Qs 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, j 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2,017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R- 80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy ` Stni" th 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage re e in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to t e complian method selected above. Signature of Tester: Date of Test: Z 1Y Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: I Permit #: tg-- Z- q5-- Builder: 1eS Community: jilte.15-1 _Serve Lot: Address: 370'? Unit: City: q,,.y( State: 6:7 Zip: 32-7-7 3 System 1 3et+ cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the c iance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority:- RFSNFT Copy of License / Certificate of the tester must be attached) Certificate of Achievemeniff-, THIS ACKNOWLEDGES THAT HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 RFI # 2GNAB7 Tim Smith, RESNET Quality Assurance Designee