Loading...
HomeMy WebLinkAbout3906 Crawley Down Lp 18-3971; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 BUILDING APPLICATION #: 18-10000849 BUILDING PERMIT'NUMBER: 18-10000849 DATE: October 17, 2018 IY- 3 q p-3oi b UNIT ADDRESS: CRAWLEY DOWN LOOP 3906 17-20-31-5VC-0000-1110 TRAFFIC ZONE:022 JURISDICTION:! /J V % 3 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: 3906 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 Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE op C 1 I 1 Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst#20181y30526 Book:9250 Page:763; (1 PAGES) RCD: 11/16/2018 10:44:50 AM REC FEE $10.00 CERTIRIED COPY GRANT I•AALOY - pr R ( ' SEiYill. }.,. it ttJiV 1 f I"Lliil l A Lr F THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes 8Y 6 0ZFIAQ LERK Address: 4307 Vineland Rd, Suite H-20 Date Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-3971 Parcel ID Number: 17-20-31-5VC-0000-1110 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 # 111 of Kensington Reserve 3906 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: ILIA Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 aridracc• 4307 Vineland Rd Suite H-20. Orlando FL 32811 8. In addition, Owner designates to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Sign re of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Oif ce) Au orized OfficeNINrector/Partner/Manager) State of Florida County of Orange 1 / The foregoing Instrument was acknowledged before me this _ day of [1 v .20 18 by Dayna Mitchell Who is personally known to me EX OR Name of person making statement who has produced Identification type of Identification produced: q:. WCogLIM il0FFMM ry Signature xye1r31 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: L7 Project Name: Kensington Reserve Project Address: ?J6 6 r-(k,,tO % Aj, 6nt,66 Building Permit #: 1 0- — I —) (, _ Electrical Pen -nit # 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 set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Na"fwnant Signature f r enant Scott James Faber - Ryan Homes Print Name of n for Signature f e ontractor CGC151715 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor I Signature of El. Contractor EC0003096 El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F UP 1 Application No: v 391 1 Documented Construction Value: $ -9 Job Address: 3906 Crawley Down Loop Historic District: Yes No R Parcel ID: 17-20-31-5VC-0000-1110 Residential0 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single FaMily Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application J7y OF SXNFO FlQRIOA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Tracy McDonald Frim NVR dba Ryan Homes 4307 Vineland Rd #H-20 Orlando 407-692-9820 Fax: State FL Property Address: 3906 Crawley Down Loop Property Owner: NVR dba Ryan Homes Parcel Identification Number: Phone: 407-692-9831 Zip Code: 32811 Email: 17-20-31-5 VC-0000-1110 Fax: The reason for the flood plain determination is: Email: trmcdona(a)nvrinc.com X New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition 1-1 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 4076) OFFICIAL USE ONLY . Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0090F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the Floodplain X The Parcel is not in the X Floodplain The Structure is in the Floodplain The Structure is not in the Floodplain Map Date September 28, 2007 Floodway Floodway Floodway Floodway 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# 18-3971 Reviewed by: lfftc%a l u4aeX, 641ff - Michael Cash, C F M Date: 10/18/2018 T:\Engr-Files\Elevation Certificate\C\Crawley Down Loop\3906-FZD Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 J Y Fti°$ 7- Landscaping in Right -of -Way www.santordfl.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 c jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beforeyoudig Project Location/Address: 3906 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: 4. Brief Description of Work This application is Property Owner. Signature: Address: 430 it Phone: (407) 692- X Driveway Walkway Start Date Completion Date Construction of New Single Family Home by- H-20 Orlando, FL 32811 Fax: Other: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 09/19/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said 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 perrnitlee 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 Requester's expense and, if necessary, file a lien on the Requester'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: 09/19/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use Ddveway.pdf 9/19/2018 SCPA Parcel View: 17-20-31-5VC-0000-0070 Ua ld ,blmson, CFA SE ECowry Ftgt mw Legal Description LOT 7 — KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property. Record Card Parcel: 17-20-31-5VC-0000-0070 Property Address: 3772 HANWORTH LOOP SANFORD, FL 32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value 78,000 14,000LandValue (Market) Land Value Ag Just/Market Value " 78,000 0 14,000 0 Portability Adj Save Our Homes Adj — Amendment 1 Adj "__.._. 0 o__..__..__.____.-. P&G Adj — ------ 0---------- 0 ---- -- ----- Assessed Value 78,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 78,000 j $0 $78,000 Schools 78,000 0 $78,000 City Sanford 78,000 0 I $78,000 SJWM(Saint Johns Water Management) 78,000 fi- 78,0000-1 $78 000 County Bonds 78,000 0 $78,000 Sales -- Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparabb Ses Land _--- Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 78,000.00 78,000 Building Information Permits -^--- -- - Permit # 1 Description Agency Amount -- CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000070 1/2 r: t3 `1Vi`+j CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g 3°-11 Documented Construction Value: $ 99,111 Job Address: 3906 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-1110 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CGC1517157 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A I Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 C' { 7Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com a ce with all applicable laws regulating construction and z ng. 9/19/2018 9/19/2018 Sign t O er/Agen Date Signature on cto nt Date Tracy McDonald Tracy McDonald Print Owne Agent's Name 9/19/2018 Signature of Notary -State of Florida Date i,,gv Pt,,e MEAGAN LYNNE FOWLER 4c, j MY COMMISSION GG M253 EXPIRES: January 17, 2021 rFo; F.,? Bonded Thru Budget Notary SeNices Owner/Agent is _x Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 9/19/2018 Signature of Notary -State of Florida Date guar Pz ,^ MEAGAN LYNNE FOWLER g t w COMMISSION # GG 063253 Nr o` EXPIRES: January 17, 2021 0 of F``O Bonded Thru Budget Notary Services Contractor/Agent is _X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire-Sprinkler Permit:--Y-es -No---#-of-Heads----- --Fire Alarm Permit: —Yes-— No- ---- APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 1 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. be done in k, Tracy McDonald Print Owne Agent's Name T: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating construction and z 'ng. 9/19/2018 9/19/2018 Date Signature ontr cto nt Date Tracy McDonald 9/19/2018 Signature of Notary -State of Florida Date rp1,,µy at/ezc MEAGAN LYNNE FOWLER J MY COMMISSION # GG 063253 NT r EXPIRES: January 17, N21 Bonded Thru Budget Notary Setvices Print Contractor/Agent's Name 9/19/2018 Signature of Notary -State of Florida Date gy pu,,. MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 r EXPIRES. January 17, 2021 FoF F Bonded Thry Budget Notary SeMm 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 Q Electrical© Mechanical© Plumbing0 Gas[] Roof Construction Type: Vt3 Occupancy Use: 1'.3 Flood Zone Total Sq Ft of Bldg: 3o 1 $ Min. Occupancy Load: k (. # of Stories: 2- New Construction: Electric - # of Amps 2,pa Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No R # of Heads APPROVALS: ZONING: !i2T UTILITIES: COMMENTS: ENGINEERING: _ V&XC 10-1$- Jf FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 28. 5% w`P• u niwLrlulnd k , CD z Fire Alarm Permit: Yes No WASTE WATER: BUILDING: -. f^F— Revised: June 30, 2015 Permit Application SQ.FT. CALC.'S I5T FLR LIVING IAA SQ FT. 2ND FLR LIVING 1,386 5GL FT. TOTAL LIVING 2,416 5a FT. ENTRY 35 SGL Fr. GARAGE 45-3 5Q Ft TOTAL 2,510 SQ FT. PATIO 48 5Q FT. CO&MME T MD CIADDHO WIND LOAM MW YRD E2'OURE FOR 8 8eCO1D OUBIB CALL 6 9OUAFEFOOTAGE OE90RA110N a0wm TED 6PH wrD 1 112 Ib _0 OWW 5 24W/-30J6 2 24 30 DR08 4 30M-32.18 3 n 25-S4 4 28.45/-3146 3A Il 25-514 5 28A5/-30.95 4 50 6080 SGD 5 26.12/-33.99 5 49 6080 SGD 4 26.12/-3L30 6 33 2) 25-6H 5 21J3/-34E0 25-SFI 1 m EGRESS 4 1 28A5/-30.35 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT•150 / VASD•116 MPH B. INTERJAL F'RESSUFM COEFFICENT.. JS C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 6 CLADDING PRESSURE ARE BASED ON THE Vu1t DESIGN LU ND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANIFACTURER5. NOIEr " L PRIOR TO DRYWALL MSTALLATICN ON ALL FR"4G M615ERS 2'-O' FPZM TVE FN514 FLOOR WLL 15E SPRAYED AND TREATED W 'BORATE' A TEWITE TFEATED SPRAY 3 1/2' DEL TO' PLATE e m 2x4 WOD RN4IED 16. OL. A CABINET SECTION 14'-4- PATIOPATIO 6080 SW 6080 SGD i0 HB O O e CIR/T v DINETTE 12'-4'xI0'-0' O IQ e I e GREAT ROOM Ib'-O'xl9'_4• I 4' CLfi9I' - 2 I/2'I II ` I 6'- 0' 3'-10' 3'-2' 6'L51/2' I V-4' 4 J I j OIe eCAP D RR cIJ 1CITCHEN 9 4 OLG I I i I vm UP f H -- - I 65 r, LBW. POST 4X4 F' Y25r IR 5H 4- O v r B v FOYER SN I•I RrtIC m B STUDY 12'- 4'xl0'-6' v PWDR• e'- s a.& 0 a STUD 9 STUD 0 O i0 e x I FOST6, 8, 2 2'- 0' Nt ENTRY 2 CAR GARAGE e t a e 81- 81C-S, — — — — — — LIP!£ OF 2FO FLOOR A80VE fl I6'-0' X I T- 0' 014W O I_ 4. 1'- 4' 2'-8' 16'-0' 2'-8' 21'- 4' 30'- 0' FIRST FLOOR PLAN SCALE: 1/4 - I'-0' A R C H I T E C T S Desisn Grou ' 2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327M PH: 407-774-6078 FAX : 40T-TT4d0T8 www. e btl eslgngrou v.com af AA p: 0003328 0 4 W A Q 9UBDIV. & LOT: KENSINGTON RESERVE LOT # 111) MODEL- SUMMERLAND VERSION# 01) PROJECT*: R2065. 111 00001 PAGE: FIRST FLOOR PLAN Nft ARCHITECT' STATE & FLORA DATE: 9 /6 /16 9OALE: 1/4"= l'—O" SFMET 3 OF 9 COI'FCIB/T AND CLAMM WIND LOADS BABC WIND EIP=W FCR 3 GE0010 0L CALL • AM meE mo left wro cTwhmEN I I5 3M SH5 28b5/-31M 2 15 3M- W 5 2865/-3785 2A 12 F 5 2508/-3b.10 13"r. 28 15 55 5 28b5/-3785 3 15 5 28b5/-37E5 EGRESS4 15 40 5 2343/-3340 TEMP 5 15 55 SH 4 28b5/-3114 b Fi 4 28b5/-3114 KG#- 7 IS 4 28b5/-3U4 EG3050SS- TSH WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT- 150 / VASD"116 MPH B. INTERNAL FRE55URE COEFFICENT-15 C, RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE WIt DE51GN WIND SPEED. FBCR 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTUFMR5. NOTE: LPRIOR To DRriIALL NSTALLATiCN CN ALL FRN'1NG MSEERS 2'-0' R14M THE FRU514 FLOOR WILL. BE SPRATED AN BEWV 730RATE' A TEFMITE TREATED SPRAY IS'- 8 3/4' 2ND2ND. _ SLR B2:s. HT. 1' 10- 8 3/4' 2ND. _ R V- 4' 6R3. HT. o 0'- 0' FIN. STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING AND RAIL \ 2a0 LANDNG r \ DROP CEILMG B'- e• nAx sn 2) 2XS HEADERS AS ` 10, Lij SHGVN ON 84-EE7 6 \\ \ MAIL 42' NIGH 3 WALL W/ WALL CAP I PWDR. I z I 2> 0 BYP. TREAD ` `\ £ ROOM7x4 RE-RFORCING . EA ` \ \ 7x17 STRINGER \ 3) 7.12 SYP 5TRINGER SECURED W/ 12d 6•-e' OL. i' KICKPLATE \ 2- LANPM GLUED 4 "LED 2. 6-24'OZ. MAX---------- 2. 4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.O. MAX STAIR SECTION: 9'-4" BRG. 1 SCALE: 316 = I'-0' 20'- 8' 6'-2' O O 00 Ff. EGRESS TE"l H 5EAT I— rc v I- s 2Es R I Y OWNER' S SUITE '? 15'- 6•XI3'-0' 9iER'S BATH w tiDBL DTUD e - 0'- 0 DBL a: STUD C LAVOLAVa r I ® 9I e 4. B I 10' 2'-4' .9 11_6• 158ti 4. 3 8 e 0 I I WI•C' 8' ATH v 1 I I g BEDROOM 2 II'- TxIO'-0• t e'- 0' CLG. IR F5FI I'- 10' o tib 4'_ 2. 4'_0. 14'-4' C '? v m m g s s o BEDROOM 3 O v 1168m 10cl.c'0.' s s E f2Tx3S— ti cI I ATTIC ILA RY I ° II f I Ieo==° I s B IR- ISH IELHfit==__=i - v 2x8 DBL. STUD W/ 24'- 6 tC.C. 4'_2' 4'_0' 4- 0 BF 3'_ 8: 6._10' 3? ROUSRED STAGGERED3'-10' 4 2L. BEDROOM r 10'- 2'xll'-2' 5'- 0' CLG 0 STUD 10'- I0' LOFT- 10'- 2'xIS'-2' I I LME GF IST n BL. r FLOOR BELOW V-0• C -r- STUD v DBL. STUD DO r- c1 LAV BATH 2 ti V-0• CLG TLI 0 I O I I L------- LM OF 15T FLOOR BE.OW 1 1V- 10' 4'-4' 4'-4' 21'- 4' 30'- 0' SECOND FLOOR PLAN SCALE: 1/4 - I'-0' A R C H IT E C T 3 Design Grou '. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32T50 PH: 40777T GD78 FAX : 407-1144018 www.abtle 0003325 0003325 com AA N: 0 Q, waQ F sUBDIV. & L07- KENSINGTON RESERVE LOT # 111) MODEL- SUMMERLAND VERSION# 01) PROTECT# R2065. 111 00001 PAGE: SECOND FLOOR PLAN ARCHnr= cT- STATE OF FL. ORD DATE: 9/6/1B SCATM: 1/4"=1'—O" SHEET 4 or 9 9/19/2018 o lupp ppmlu,,,, c ayyPPIi;11SER SGn Cx.0 COurary F.Oawn SCPA Parcel View: 17-20-31-5VC-0000-1110 Property Record Card Parcel: 17-20-31-5VC-0000-1110 Property Address: 3906 CRAWLEY DOWN LOOP SANFORD, FL 32773 Legal Description - —--------------------------- -- ----- ---- LOT Ill111 — --- -- KENSINGTON RESERVE PB 81 PGS 86-92 IeS Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 1 $0 j $52,000 Schools 52,000 0 f. 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 52,000CountyBonds52,000 0 i Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Fired Compar Saks Land Method Frontage Depth Units Units Price Land Value LOT ' 0.00 0.00 , 1 52,000.00 I $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=l720315VC00001110 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: qb9lig I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located Street Address) Expiration Date for This Limited Power of Attorney License Holder Name: Scott James Faber State License Number: CGC1517157 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 12/31 /2019 The foregoing instrument was acknowledged before me this ffday of ' 20018 , by Scott James Faber who is ix personally known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) MFAGAN LYNNE FOWLER MYCOMMISSION # GG 063253 0P' z EXPIRES. January 17, 2021 F© F FED &,NQ<j ihru BudgetNOL-qSernces Rev. 08. 12) Signature IUIC" AV f O'' Print or type name Notary Public - State of Commission No. My Commission Expires: FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lott 11 Kensington ReserveSummerlandKGRSE Builder Name: RYAN HOMES Street: 3906 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1384.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1384.00 ft2 6. Conditioned floor area above grade (ft2) 2476 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(298.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 197.94 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.321 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 ft2 b. Conservation features b. Floor over Garage R=11.0 291.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 70.95 Glass/Floor Area: 0.121 f1PASSTotalBaselineLoads: 71.25 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance h the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: '`'" '•"''-- Before construction is completed u DATE: 9-10-1R Sett Pratt this building will be inspected for compliance with Section 553.908 fj,a I hereby certify that this building, as esig ed 'n compliance Florida Statutes. with the Florida Energy Code. 41r COD We OWNER/AGENT: BUILDING OFFICIAL: DATE: 9/10/2 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 9/10/2018 4:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot7KensingtonReserveSeasideBGR Builder Name: RYAN HOMES Street: 3772 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number:# 1 8 3 9 7 1 Owner: Jurisdiction: 691500 S9 OZ Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) m y Zv O 71. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 192 b. Frame - Wood, Adjacent R=13.0 420.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2635.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2539.00 ft2 6. Conditioned floor area above grade (ft2) 2539 b. Knee Wall (Vented) R=19.0 96.00 ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(276.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor: Dbl, U=0.35 208.42 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 44.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 3.75 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.206 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2539.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 70.17 Glass/ Floor Area: 0.109 P Total Baseline Loads: 70.72 11 7 7ASS 1 hereby certify that the plans and specifications covered by Review of the plans and ST,q?F this calculation are in compliance wit the Florida Energy specifications covered by this 00TkIE Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: ''""- Before construction is completed a DATE: q-1 f)-18 Srott Pratt this building will be inspected for compliance with Section 553.908 y hereby certify that this building, as desi n is in compliance Florida Statutes. CDD withtheFloridaEnergyCode. T¢J OWNER/ AGENT: BUILDING OFFICIAL: DATE: 911012018 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 9/10/2018 11:50 AM EnergyGauge@) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot7KensingtonReserveSeasi Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2539 Lot # 7 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3772 HANWORTH LO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 2539 23612.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2539 23612.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 2539 ft2 ---- 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2750 ft2 528 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2539 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 36 ft2 0.1 Wood 2 Knee Wall (Vented) Main 19 Batt 17 ft2 0.1 Wood 3 Knee Wall (Vented) Main 19 Batt 26 ft2 0.1 Wood 4 Knee Wall (Vented) Main 19 Batt 17 ft2 0.1 Wood 5 Under Attic (Vented) Main 38 Blown 2539 ft2 0.11 Wood 9/10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoOrntToWallTypeSpace 1 N Exterior Concrete Block - Int Insul Main 4.1 65 6 9 4 611.3 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 34 5 9 4 321.2 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 45 0 9 4 420.0 ft2 0 0.23 0.3 0 6 E Exterior Concrete Block - Int Insul Main 4.1 15 6 9 4 144.7 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 2 6 9 4 23.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 2 W 9 Vinyl Low-E Double Yes 0.35 0.29 N 8.0 ft2 6 ft 10 in 0 ft 6 in Drapes/blinds None 3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 3.8 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 6 S 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 15 ft 8 in 0 ft 2 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 8 E 6 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 11 ft 0 in 0 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 599 ft2 599 ft2 56 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2754.8 151.24 284.42 302 7 9/10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 46.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 44.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 507.8 ft Attic 126.95 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ Jan ] Feb Mar A r Ma X] Jun Jul Au X Se Oct Nov Dec HeatinlX Jan f X] Feb Mar XjApr May ]Jun XjJul Aug rjSeP Oct Nov Dec Ventin [ jj Jan (] Feb X Mar X Apr [ Ma [ ]Jun Jul Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 .66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/ 10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 3772 HANWORTH LOOP, SANFORD, FL, 32773 New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft2 Single-family b. Frame - Wood, Adjacent R=13.0 420.00 ft2 1 c. N/A R= ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 2539.00 ft2 2539 b. Knee Wall (Vented) R=19.0 96.00 ft2 c. N/A R= ft2 Area 11. Ducts R ft2 208.42Area ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 3.75 ft2 a. Central Unit 44.5 SEER:15.00 ft2 5.206 ft. 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwis anew EPL Display Card will be completed based on installed Code compliant fea re . Builder Signature: Date: 9/10/2018 Address of New Home: 377 an o Loop City/FL Zip: 32773 kBtu/hr Efficiency 46.5 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat TgE Sr r°+ 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. 9/10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3772 HANWORTH LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 9/10/2018 11:50 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 (1 YC) 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. 9/10/2018 11:50 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 9/10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/10/2018 11:50 AM EnergyGauge(D 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 (Mandatory 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. 9/10/2018 11:50 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form H405 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 9/10/2018 11:49:39 AM Page 1 of 1 For: RYAN HOMES 3772 HANWORTH LOOP, SANFORD, FL 32773 o e o 0 0 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 35335 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5295 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 40631 Btuh Indoor RH: 50% Estimated airflow: 1483 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Sensible capacity: 38002 Btuh 108% of load Latent capacity: 6869 Btuh 130% of load Total capacity: 44871 Btuh 110% of load SHR: 85% I I I I M o o- e Design Conditions Outdoor design DB: 42.3°F Heat loss: 31456 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Output capacity: 46500 Btuh 148% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1483 cfm Output capacity: 9.9 kW 107% of load Temp. rise: 50 IF Meets all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 IF Economic balance: -99 OF Wrightsoft" 2018-Sep-1011:20:09 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCP.... eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W Component Constructions Job: Lot7KensingtonReserve WB' llgilt8®i® Y4Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM ro ec „ n orma long For: HOMES 3772 HANWORTH LOOP, SANFORD, Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (IF) 28 18 Latitude: 281N 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 ( OF) - 76 Construction quality Average Wind speed ( mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btu h/ft-F ft2-0F/Btuh Btu hV Btu In BtuhM Btuh Walls 13A- 2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board intfnsh 16A- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board intfnsh Partitions 12B- Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c stud Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang ( 5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 1.33 ft window ht, 1.33 ft sep.); 6.67 ft head ht n 672 0.201 4.1 5.57 3740 5.29 3557 e 337 0.201 4.1 5.57 1877 5.29 1785 s 490 0.201 4.1 5.57 2731 5.29 2597 w 120 0.201 4.1 5.57 670 5.29 638 all 1620 0.201 4.1 5.57 9018 5.29 8576 n 36 0.049 19.0 1.36 49 3.64 131 e 18 0.049 19.0 1.36 25 3.64 67 s 36 0.049 19.0 1.36 49 3.64 131 W 18 0.049 19.0 1.36 25 3.64 67 all 109 0.049 19.0 1.36 147 3.64 396 196 0. 097 11.0 2.69 526 1.75 343 203 0. 091 13.0 2.52 511 1.45 294 n 33 0.350 0 9.69 317 10.5 342 e 65 0.350 0 9.69 634 29.0 1893 s 33 0.350 0 9.69 317 10.8 353 all 131 0.350 0 9.69 1267 19.8 2588 e 64 0.620 0 17.2 1099 16.9 1083 s 4 0.340 0 9.42 38 10.6 42 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 33 0.350 0 9.69 317 10.5 342 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 15.67 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht Fk wrightsoft® m„mRight -Suite® 2018-Sep- 10 11:20:09 Universal 2018 18.0.27 RSU23828 Page 1 CCA ... eSeasideBGR\ LotMensington Res erveSeasideBGR.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 8 0.350 0 9.69 78 20.0 160 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 6.8 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 39 0.350 0 9.69 377 29.0 1125 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2540 0.026 38.0 0.72 1829 1.41 3590 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 206 0.989 0 27.4 5643 0 0 Wrlghtsoft. 2018-Sep-1011:20:09 1 Right-SuiteC Universal 2018 18.0.27 RSU23828 Page 2 ZtAi...eSea,sideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W For: RYAN HOMES 3772 HANWORTH LOOP, SANFORD, FL 32773 esi` lii llnforrri6tion .. r . Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 IF Inside db 70 IF Inside db 75 OF Design TD 28 OF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 25177 Btuh Ducts 6279 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 31456 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2539 2539 23701 23701 0.32 0.16 126 63 Sensible Cooling Equipment Load Sizing Structure 24445 Btuh Ducts 10890 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 35335 Btuh Latent Cooling Equipment Load Sizing Structure 2960 Btuh Ducts 2335 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5295 Btuh Equipment Total Load (Sen+Lat) 40631 Btuh Req. total capacity at 0.75 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN- JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ160481 B Cond GSZ160481 B AHRI ref 8331292 Coil ASPT47C14A AHRI ref 8331292 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 IF Backup: 8.5 HSPF 46500 Btuh @ 470F 29 OF 1483 cfm 0.047 cfm/Btuh 0.30 in H2O Input = 10 kW, Output = 33753 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 33375 Btuh 11125 Btuh 44500 Btuh 1483 cfm 0.042 cfm/Btuh 0.30 in H2O 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF•tsoft® 2018-Sep-1011:20:09 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCti...eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoft, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot7Kensing ton ReserveSea... Date: 1 /14/2016 By: FJF 1 Room name Entire House MASTER BED 2 Exposed wall 206.0 ft 44.0 ft 3 Room height 9.3 If 9.3 ft heat/cool 4 Room dimensions 1.0 x 284.0 ft 5 Room area 2540.3 ft2 284.0 ft2 Ty Construction Ll-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 704 672 3740 3557 93 93 519 494 G 2A72om 0.350 n 9.69 10.46 33 0 317 342 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 36 36 49 131 13 13 18 47 1/ 13A-2ocsBlkwall,s 0.201 e 5.57 5.29 466 337 1877 1785 149 117 649 617 11 T 2A-2om 0.350 e 9.69 28.96 65 0 634 1893 33 0 317 947 2A- 2omd 0.620 e. 17.17 16.92 64 64 1099 1083 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 18 18 25 67 10 10 14 38 13A 2ocs Blk wall, s 0.201 s 5.57 5.29 560 490 2731 2597 168 152 844 803 2A 2om 0.340 s 9.42 10.58 4 4 38 42 0 0 0 0 2A 2om 0.350 s 9.69 10.80 33 25 317 353 16 13 158 176 2A- 2om 0.350 s 9.69 10,46 33 33 317 342 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 36 36 49 131 13 13 18 47 13A- 2ocs Blk wall, s 0.201 w 5.57 5.29 191 120 670 638 0 0 0 0 2A- 2om 0 350 w 9.69 19.97 8 5 78 160 0 0 0 0 2A 2om 0.350 w " 9.69 28.96 39 0 377 1125 0 0 0 0 11 D0 0.390 w _ 10.86 12.03 24 24 259 289 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 18 18 25 67 10 10 14 38 P 1213-0sw 0.097 2.69 1.75 196 196 526 343 0 0 0 0 12C- Osw 0.091 2.52 1.45 224 203 511 294 0 0 0 0 11 DO 0.390 n 10.80 12.03 21 21 230 257 0 0 0 0 C 168-38ad 0.026 0,72 1.41 2540 2540 1829 3590 284 284 205 401 F 22A-tpl 0.989 27.40 0.00 2540 206 5643 0 284 44 1205 0 6 c) AED excursion 0 20 Envelope loss/gain 21341 19083 3961 3589 12 a) Infiltration 3837 1212 864 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 3000 600 Subtotal ( lines 6 to 13) 25177 24445 4825 4691 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25177 24445 4825 4691 15 Duct loads 125% 45 % 6279 10890 25 % 45 % 1203 2090 Total room load 31456 35335 6028 6781 Air required (cfm) 1483 1483 284 285 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f{. t wrigF tsoTrt^ A - ^•- ---, Right - Suite® Universal 2018 18.0.27 RSU23828 2018- Sep-1011:20:09 Page 1 eSeasideBGR\ Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoi:t, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7KensingitonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name DINETTE KITCHEN 2 Exposed wall 39.5 ft 16.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 18.5 x 11.0 ft 1.0 x 269.6 ft 5 Room area 203.5 ft2 269.6 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 13A-2ocs BIk wall, s 0.201 n 5,57 5:29 103 103 571 W154 154 857 815 C 2A-2om 0.350 n, 9.69 10.46 0 0 0 0 0 0 0 0. W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 173 140 776 741 0 0 6 0 11 G 2A 2om 0.350 e 9.69 28.96 33 0 317 947 0 0 0 0 I 2A-2omd, . 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 1.6A-1gad, 0.049. e 1.36 3.64 0 0 0 0 0 0 0 0 13A 2ocs Blk wall, s 0.201 s 5.57 5.29 93 61 337 321 6 0 0 0 2A-2om 0.340 s 9.42 10.58 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 33 33 317 342 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 b 0 0 0 0 0 0 2A 2om - 0.350 w 9.69 19.97 0 0 0 0 0 0 0 0 2A 2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A719ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.76 0 0 0- 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 2(54 204 147 288 270 270 194 381 F 22A-tpl 0.989 27.40 0.00 204 40 1082 0 270 17 452 0 6 c) AED excursion 40 115 Envelope loss/gain 3550 3141 1503 1081 12 a) Infiltration 696 220 291 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1 4247 3591 17941 2373 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4247 3591 1794 2373 15 Duct loads 25 % 45 % 1059 1600 25 % 451% 447 1057 Total room load 5306 5191 2242 3430 Air required (cfm) 250 2181 106 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wrigF tsoft- 2018-Sep-10 11:20:09 Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 2 eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W 9- wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DFL-AIR.COM Job: Lot7Kensing ton ReserveSea... Date: 1 /14/2016 By: FJF 1 Room name BED 4 BATH 1 2 Exposed wall 10.5 ft 5.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 10.5 ft 11.5 x 5.5 ft 5 Room area 157.5 ft2 63.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2°F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 13A-2ocs Blk wall; s 0.201 n 5.57 5.29 98 82 454 432 51 51 286 272 I- G 2A 2om 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11V13A- 2ocs 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.626 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.42 10.58 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A- 19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A 2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 19.97 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 11DO 0. 390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A- 19ad. 0.049 w 1.36 0 0 0 0 0 0 0 0 P 12B- Osw 0.097 2.69 3,64 1.75 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 161338ad 0.026 0.72 1.41 158 158 113 223 63 63 46 89 F 22A-tpl 0.989 27.40 0.00 158 11 288 0 63 6 151 0 6 c) AED excursion 41 18 Envelope loss/gain 1014 785 482 343 12 a) Infiltration 185 58 97 31 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1199 643 579 374 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1199 843 579 374 15 Duct loads 25 % 45 % 299 376 25 % 45 % 144 166 Total room load 1498 1219 723 540 Air required (cfm) 71 51 34 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r- wrightsoft 2018- Sep-10 11:20:09 AC F.- - --- Right- SuiteCN Universal 2018 18.0.27 RSU23828 Page 3 eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoft® Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7KensingtonReserveSea... Date: 1 /14/2016 By: FJF i Room name BED 3 STUDY 2 Exposed wall 10.0 ft 31.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 10.0 ft 1.0 x 182.3 ft 5 Room area 150.0 ft2 182.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat C001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 93 77 428 407 112 112 623 3 G 2A-2om 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 2A-2om 0.350 e 9.,69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e> 17.17 16.92 0 0 0 0 0 0 0 0 W 16A 19ad 0.049 e 3..64 0 0 0 0 0 0 0 0 13A 2ocs Blk wall, s 0.201 s 1.36 5.57 5.29 0 0 6 0 37 37 208 198 2A-2om 0.340 s 9.42 10.58 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wa11, s 0.201 w 5.57 5.29 0 0 0 0 145 106 589 560 2A-2om 0,350 w 9.69 19.97 0 0 0 0 0 0 0 0 2A-20m 0.350 w 9.69 28.96 0 0 0 0 39 0 377 1125 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 150 150 108 212 182 182 131 258 F 22A-tpl 0.989 27.40 0.00 150 10 274 0 182 32 863 0 6 c) AED excursion 39 483 Envelope loss/gain 969 751 2791 3216 12 a) Infiltration 176 56 555 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1145 807 3346 3391 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1145 807 3346 3391 15 Duct loads 25 % 45% 286 360 25% 45 % 835 1511 Total room load 1431 1167 4181 4902 Air required (cfm) 67 49 197 206 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft^ 2018-Sep-10 11:20:09 A-- -^ - •• •-•-- Right-SuiteC Universal 2018 18.0.27 RSU23828 Page 4 eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7KensingtonReserveSea... Date: 1 /14/2016 By: HE 1 Room name MASTER BATH MAST WC 2 Exposed wall 11.0 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 139.0 ft 5.5 x 4.0 ft 5 Room area 139.0 ft2 22.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A-2ocs Blk wall, s 0.201 n- 5.57 5.'29 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0- 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Bilk wall, s 6.201 e 5.57 5.29 0 0 6 0 0 0 0 0 11 2A-20m 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 l13A-2ocs Blk wal, s 0.201 s 5.57 5.29 103 99 549 522 6 0 0 0 2A-2om 0.340 s 9.42 10.58 4 4 38 42 0 0 0 0 2A 2om 0.350 s 9.69 10.60 0 0 0 0 0 0 0 0 2A-2om . 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Bilk wall, s 0.201 w 5.57 5.20 0 0 0 0 0 0 0 0 2A 2om 0.350 w 9.69 19.97 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.15 0 0 0 0 0 0 0 0 0.091 2.52 1.45 0 0 0 0 0 0 0 0L-D12C-Osw 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 139 139 100 196 22 22 16 31 F 22A-tol 0.989 27.40 0.00 139 11 301 0 22 0 0 0 6 c) AED excursion 38 1 Envelope loss/gain 988 723 16 30 12 a) Infiltration 194 61 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants t7a 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1182 784 16 30 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1182 784 16 30 15 Duct loads 25 % 45 % 295 349 25 % 45 % 4 13 Total room load 1477 1134 20 43 Air required (cfm) 70 48 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsottw 2018-Sep-10 11:20:09 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 5 4C A...eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W g f wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7KensingtonReserveSea... Date: 1 /14/2016 By: FJF 1 Room name MASTER WIC BED 2 2 Exposed wall 7.0 It 10.0 It 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 118.0 It 1.0 x 177.0 ft 5 Room area 118.0 ft2 177.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A-2ocs Blk wall, s 0.201 ri 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A 19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 yl 13A-2ocs Blk wall, s 6.201 e 5.57 5.29 6 0 0 0 6 0 0 0 11 2A 2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 II-G 2A 2omd ._ 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A-19ad. 0.049 e. 1,.36 3,64 0 0 0 0, 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 557 5.29 65 65 364 346 93 77 428 407 2A-2om 0.340 s 0.42 10.58 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.80 0 0 0 0 16 13 158 176 2A-2om 0.350 s 9.69 10.46 0 0 0 0-. 0 0 0 0 W 16A-19ad 0.049 s 1,36, 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 19.97 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-Osw 0:097 2.69 1.75 0 0 0 0 146 1916 526 343 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 I--D 11 DO 0.390 n 10.80 1.2.03 0 0 0 0 0 0 0 0 C 1613-38acl 0.026 0.n 1.41 118 118 85 167 177 177 127 250 F 22A-tpl 0.989 27.40 0.00 118 7 192 0 177 10 274 0 6 c) AED excursion 25 34 Envelope loss/gain 640 487 1515 1143 12 a) Infiltration 123 39 176 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 764 526 1691 1199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 764 526 1691 1199 15 Duct loads 25% 45% 190 234 25% 1451% 422 534 Total room load 954 760 2113 1733 Air required (cfm) 451 32 100 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-Sep-10 11:20:09 A - • • - --• Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 6 eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoft^ Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7Kensing ton ReserveSea... Date: 1 /14/2016 By: FJF 1 Room name BATH 2 LAUNDRY 2 Exposed wall 0 it 0 ft 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 9.0 ft 6.0 x 9.0 ft 5 Room area 49.5 ft2 54.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 IL 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 yJ 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 IL__ 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 GG2A-2omd 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 13A- 2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.42 10.58 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A- 2ocs Blk wall, s 0.201 w 5. 5. 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.6969 19.9797 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 11DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 q--- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 50 50 36 70 54 54 39 76 F 22A-tpl 0.989 27.40 0.00 50 0 0 0 54 0 0 0 6 c) AED excursion 3 31 Envelope loss/gain 36 67 39 45 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 36 67 39 645 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 36 67 39 645 15 Duct loads 25% 45% 9 30 25 % 45 % 10 287 Total room load 45 96 49 933 Air required (cfm) 2 4 2 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tso1'[ 2018-Sep-1011:20:09 A -^ - -- Right - Suite® Universal 2018 18.0.27 RSU23828 Page 7 eSeasideBGR\ Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7Kensington ReserveSea... Date: 1 /14/2016 By: FJF 1 Room name GREAT FOYER 2 Exposed wall 15.5 ft 5.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 494.9 It 1.0 x 175.8 ft 5 Room area 494.9 ft2 175.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IR/ 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 LG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 n 1.36 3.64 23 23 31 84 0 0 0 0 Blk wall, s 0.201 e 5.57 5.29 145 81 449 427 0 0 0 0 11 G13A-2ocs 2A- 2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 LL_ 2A-2omd 0.620 e 17.17 16.92 64 64 1099 1083 0 0 0 0 W 16A-19ad 13A- 2ocs Blk wall, s 0. 049 0. 201 e s 1. 36 5. 57 3. 64 5. 29 8 0 8 0 11 0 29 0 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.42 10.58 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 23 23 31 84 0 0 0 0 13A- 2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 47 15 82 78 2A- 2om 0.350 w 9.69 19.97 0 0 0 0 8 5 78 160 2A- 2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 12.03 0 0 0 0 24 24 259 289 W 16A-19ad 0.049 w 1.36 3.64 8 8 11 29 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 f 12C-Osw 0.091 2.52 1.45 0 0 0 0 224 203 511 294 11 DO 0.390 n 10.80 12.03 0 0 0 0 21 21 230 257 C 1613-38ad 0.026 0.72 1.41 495 495 356 699 176 176 127 248 F 22A-tpl 0.989 27.40 0.00 495 16 425 0 176 5 137 0 6 c) AED excursion 177 100 Envelope loss/gain 2413 2257 1423 1425 12 a) Infiltration 390 123 88 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 2804 3671 1511 1453 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2804 3671 1511 1453 15 Duct loads 25 % 45 % 699 1635 2506 45 % 377 647 Total room load 3503 5306 1888 2100 Air required (cfm) 165 223 1891 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft . A - e -- • • Right -Suite® Universal 2018 18.0.27 RSU23828 2018- Sep-1011:20:09 Page 8 eSeasideBGR\ Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W Duct System Summary Job: Lot7KensingtonReserve... wrightsoft® Date: 1/1412016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3772 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.204 in/100ft 1483 cfm 118 ft Cooling 0. 30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H 20 0.204 in/ 100ft 1483 cfm 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 1 h 723 34 23 0.204 4.0 Ox 0 VIFx 32.5 85.0 st3 BATH 2 c 96 2 4 0.311 4.0 Ox 0 VIFx 7.1 70.0 BED 2 h 2113 100 73 0.280 6.0 Ox 0 VIFx 15.7 70.0 BED 3 h 1431 67 49 0.218 6.0 Ox 0 VIFx 25.2 85.0 st3 BED 4 h 1498 71 51 0.271 6.0 Ox 0 VIFx 18.5 70.0 DINETTE h 5306 250 218 0.205 9.0 Ox 0 VIFx 32.3 85.0 st1 FOYER h 1888 89 88 0.207 6.0 Ox 0 VIFx 30.9 85.0 st3 GREAT c 2653 83 111 0.230 7.0 Ox 0 VIFx 19.4 85.0 SO GREAT -A c 2653 83 111 0.295 7.0 Ox 0 VIFx 11.2 70.0 KITCHEN c 3430 106 144 0.220 7.0 Ox 0 VIFx 24.0 85.0 sti LAUNDRY c 933 2 39 0.316 4.0 Ox0 VIFx 6.0 70.0 MAST WC c 43 1 2 0.235 4.0 Ox 0 VIFx 17.0 85.0 st2 MASTER BATH h 1477 70 48 0.226 5.0 Ox0 VIFx 21.2 85.0 st2 MASTER BED c 3391 142 142 0.210 7.0 Ox0 VIFx 29.4 85.0 st2 MASTER BED - A c 3391 142 142 0.213 7.0 Ox0 VIFx 27.5 85.0 st2 MASTER WIC h 954 45 32 0.219 4.0 Ox0 VIFx 24.8 85.0 st2 STUDY c 4902 197 206 0.204 8.0 Ox0 VIFx 32.9 85.0 st3 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 438 473 0,205 602 12.0 0 x 0 VinlFlx st2 Peak AVF 400 366 0.210 509 12.0 0 x 0 VinlFlx st3 Peak AVF 388 365 0.204 494 12.0 0 x 0 VinlFlx 4„ * Wright50ft* 2018-Sep-1011:20:10 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCl>`...eSeasideBGR\ Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1483 1483 0 0 0 0 Ox 0 VIFx Wrlght5Oft, 2018-Sep-1011:20:10 Right-Suite6 Universal 2018 18.0.27 RSU23828 Page 2 ACCA...eSeasideBGR\Lot7KensingtonReserveSeasideBGR.rup Calc = MJ8 House faces: W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot7KensingtonReserveSeasideBGR Builder Name: RYAN HOMES Street: 3772 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 p shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 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 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 sQr'nkler cover plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9/10/2018 11:51 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 v s s 0 4.0 TON W/8KW @240V 1PH 18x16 plen platform by bldr scale i1/8'=1'0' NCID CZ 12x6 Iwcd L1NAI 0 1?II)S 140 o s O8 7, U U 14x8 Iwcd 0WlfID 1fNBe•S Safimj II II 9' I I II 12x6 lwcd S II 140 II I e I I 7'1 12x6 lwcd 1Bx18 rag 16' 18x18 rag o' II IIIrrcm 1 110 5' 3" bath duct lOx6 lwcd to roof cap I I 12x6 lwcd 2' GREAT ROOM W / f a nhutone145696RNB 12, Z m OLIL-__ ___ 5 12 lwcd x4 lwcd N Co 110 I 7' 4' -----, w W o 8x4 lwcd Q30 lOx6 lwcd 4 lw L— J Q 50 I I I I 20x6 wall ra 3' bath duct II i i aoI=t `-= to roof cap w` I , w/fan m II I 1 4 y 4 -- 42X42 A/C SLAB Nutone 696RNB i12 0' 10x61wcd BY BLDR MIN LX19 rag II wall rag 2' FROM WALL L 20x6 wall rag 6• HDB1Lg 6, r l 4' dryer duct OP1Ox6lwc1 1 IM Iwcd to roof cap1w/dryer W 50 g0 vent box I I I I 1 ILI v l I I l__—J I Transfer ducts/grilles sized In 2 I 1 I compliance with Florida Residential r49 I Building Code - M1602.4 Balanced 8, Return Air, exceptions 1-3. Builder 1 Inch zmustprovideunrestricted 14x 14x lwcd I SCAR GAIIIM undercut on doors to habitable W EJ P- 1L 1 I I I I rooms. I ILI a a--j 71 17L off l=' &L z Q d z LL- fy 76 111 ENTRY C-0' X T•d OItlD LIJ li•X T-V owO' ri LL Rating o Z— w z 0 z p LU J Q F- m Q 1 O Q D Must have a rllnImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value, m EL I C/) C-) Q Wvantage Plumbing, inc, . 0,-7b'75 eAM yam.O i,gnature 7L6. u a 0 0 0 u ff A 100 Homes I-,O-r .'7 LIti1Ie'ti.jivJtJ pQ/lhl/wC 1 1 vVl-ni 4W 2if fAll-- DESCRIPTION AS FURNISHED: Lot 1 11, KENSINGTON RESERVE, as recorded in Plot. Book 81, Pages 86 I-hrough 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc -RECORD COPY TRACT I RECREATION AREA TRACT H (CONSERVATION AREA) to i Ok to construct single family home with setbacks and impervious area 3 shown on plan. 2&- 5% l(vW- I_,OT 111 ? SumiLv e and- K , &L 110.61' 93.93' w ICJ th Ln30.0 PROPOSED RESIDENCE b SUMMERLAND-K ci 2 CAR v GARAGE RIGHT , a O C 5.00' co LOT 110 5.00 8.7' F --- ENTRY 5 00, XJ D 3 21.3' 5.00' DRIVE I 25,20 _ _ 25.20' U77L. ESAZ o r- 183.36----- 4 5' C ONE. WALK S 40613'15" W 40.00' CRAWLEY DOWN LOOP 50' PRIVATE R/W) L7VILLJIIVI) JCrUr\t. PLOT PLAN ONLY NOT A SURVEY F'ROPOSE'D _ FINSHEO SPOT GRADE ELEVATIONS FRONT 25' PrR ORAWAGE.: PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' IMPERVIOUS COVERAGE - 2,094.t SQUARE FEET OR 28.57 SIDE = 5' FOR 40' LOTS i PROPOSED D AINAGC FLOW \c eO F LOT CON'1AINS 7,358t SQUARE.: FEET SIDE. = 7.5' FOR 60' LOTS 1-OT GRADING TYPE A !$ Q LIVING AREA CONTAINS 1,090t SQUARE FEET SIDE -- 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS .31.4' Q CONC/LANAI/PORCH CONTAINS 547t SQUARE FEET SIDE STREET 25' - - _... ....... ...... Cs'1L tISTAWT.YF,R—SCOTT Nc 14 SSDC., INC. — LA.N_D 51 L l I -YN,.. ' LCiiCttll - LEGEND - 4UD L. COLONIAL DR. ORIANUO, FL.. 32807 (407)-277--3232 FAX 407)••-65 -- 74,36 p a PLAT P.OL. • POINT ON LINE F FIELD 7TP. • TYPICALrFIELPIP[ TYP. PDIIIT OF REVERS[ f•URVATURECURVATURE NOTE]: ." 1, IIiE' UNf1Ef7SIGNEU DOES HEREBY CERTIFY TIi47 TI{IS SURVEY MEETS THE S'fAN(LWOS OF PRACTICE ``ET F'0ltl'H BY 'I}IE FI.GRIDA BOAI(fJ (? IN CHAPTER 6J-17 FLORIN ADMINISTRATIVE CODE SECTION 472.027, FLORIDA SV TIiE:.S LR. = IIRONRON ROD P.C.C. - P INT OF COMPOUND C.H. CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS AP OR COPIES2. UNLESS EMBOSSED MTN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE. NOT VALfO. TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS SET I.V. = 1/2' I.R. /11.9 4596 MR. NON -RADIAL REI;. = RECOVERED VR VITNESS PORLT J. THIS SURVEY WAS PREPARED FROM TREE INFORMATION FURNISHED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.'. = POINT OF BEGINNINU CALL LALCUL.ATE D P,LLC. s P[I1NT 11F' CONHENI'I:MF:NT PAR • PERMANENT REFERENCE MONUMENT FINISHED FLOOR ELEVATION S. NO UNDERCROf/NU IMPFOYI:MEN75 kLt1'£ BEEN LOCATED UNLESS OTHERWISE CERTIFIEDSURVEYISGREPAREOFORTHESOLE4ENEFlTOFTHOSECERTIFIED TO AND SHOULD NOT BE RELIED UPON B'f AM' OTHER ENTITI': CENTERLINE FF. • NRD = CEN1 L DISK D.S.L. • BUILDING SETBACK LINE L D.M. • BENCHMARK 5. THIS6. DIMENSION,,' SHOWN FOR TmE LOCATION OF -IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LIN.S. AND ON THE LINE SHOWN AS BASE BEARING (B:O.) fait/ RIGHT-OF-VAY EWT. EASEMENT B.B. BASE BEARING 7, DENtINGA ARE BASED ASSUMED DATUM B. ELEYATIUri5, IF SHOWN, ARE. flASED^pN NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. Dp.;dN. DRAINAGE UTTI.. UTILITY .. 9. CERTIFICATE OF AUTHORIZATION No, 4506. _.__........_.............................. .. CLFC, CHAIN LINK FENCE VD.FC:. WOOD FENCE ,; s LE I— 1" - 30 — DR9WN BY: C./U_ ,:GNC2E1'C BLOCK p,f',' • POINT OF CURVATURE P.1. POINT OFTANGENCY _ PATE OR 'ER TJU. CERTIFIED BY:' _..—_.,.--....._. _............__. .. - . 5888- 78 uL:sE. VESCRIPTION PLOT PLAN 00--10-2018 RADIUSARCLENGTH S( U = BECHORDL CHORD BEARING NORTH GRUSEN YER, R..S. ,'4714100410i . THIS NUILDING /PROPERTY DUES' NUT LIE WITHIN YEARF"f.00D PLANE AS PER "FIRM' P!. SCOT' , R,LS If 48U1 70Nf: "X" MAP I12117C0090F (09-28-07) RECORD COPY 5', 1City of Sanford Building and Fire Prevention Product Approval Specification Form gUILp c Permit # # 18-3971 SAnrr- a,np Project Location Address -3 -11 Z 4 0, - t Lo As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 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 As halt Shingles CertainTeed Corp. Certain -Feed 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 - 26 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 rn o m z a co 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES 0 PROJECT: KENSINGTON RESERVE Q w COUNTY: SEMINOLE LOT/BLK/MODEL: LOT.7 / MODEL:SEASIDE V1 / ELEV:B / GAR R JOB#: 73409 MASTER#: W RCSS 1 B. OPTIONS: STANDARD A-1 ROOF TRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job WRCSS1B JOB #73409 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SEASIDE v1 Address: LOT #7 Subdivision: City: County: Orange 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 0.0 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 37 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0121738 A01 G 9/4/18 13 A0121750 Al2B 9/4/18 25 A0121762 CA 9/4/18 2 A0121739 A02 9/4/18 14 A0121751 A14B 9/4/18 26 A0121763 CJ3 9/4/18 3 A0121740 A03 9/4/18 15 1 A0121752 A15B 9/4/18 27 A0121764 CJ5 9/4/18 14 A0121741 A04 9/4/18 16 A0121753 A16B 9/4/18 28 A0121765 D01GE 9/4/18 5 A0121742 A05 9/4/18 17 A0121754 B01 G 9/4/18 29 A0121766 D02 9/4/18 6 A0121743 A06 9/4/18 18 A0121755 B02 9/4/18 30 A0121767 E03GE 9/4/18 7 A0121744 A07 9/4/18 19 A0121756 B03 9/4/18 31 A0121768 E04 9/4/18 8 A0121745 A08 9/4/18 20 A0121757 B04 9/4/18 32 A0121769 HP 9/4/18 9 A0121746 A08T 9/4/18 21 A0121758 C01 B 9/4/18 33 A0121770 J7 9/4/18 10 A0121747 A09 9/4/18 22 A0121759 CO2B 9/4/18 34 A0121771 RG 9/4/18 11 A0121748 A10 9/4/18 23 A0121760 CO3B 9/4/18 35 A0121772 RL 9/4/18 12 A0121749 All 9/4/18 24 A0121761 C04B 9/4/18 36 A0121773 VM3 9/4/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Root I russes, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and 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 partof the project' s deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professionals engineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDAWh4RifT. 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. tet< aEa>ar i ; F- N t @ No $ p4 M stJ P' E4d36b989999e20a51 b6cde8e Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 RUM These truss designs rely on lumber values established by others. A6#==TRUSSES A FLORIDA CORPORATION RE: Job WRCSS1 B No. Seal # Truss Name Date 37 A0121774 VM5 9/4/18 38 STDL01 STD. DETAIL 9/4/18 39 STDL02 STD. DETAIL 9/4/18 40 STDL03 STD. DETAIL 9/4/18 41 STDL04 STD. DETAIL 9/4/18 42 STDL05 STD. DETAIL 9/4118 43 STDL06 STD. DETAIL 9/4/18 44 STDL07 STD. DETAIL 9/4/18 45 STDL08 STD. DETAIL 9/4/18 46 STDL09 STD. DETAIL 9/4/18 47 STDL10 STD. DETAIL 9/4/18 48 STDL11 STD. DETAIL 9/4/18 49 STDL12 STD. DETAIL 9/4/18 50 STDL13 STD. DETAIL 9/4/18 51 STDL14 STD. DETAIL 9/4/18 52 1 STDL15 STD. DETAIL 9/4/18 53 1 STDL16 STD. DETAIL 1 9/4/18 rr Page 2 of 2 Job , Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 A0121738 WRCSSIB, A01G Hip Girder 1 1 Job Reference (optional) I1-4-14 15-84 4-4-14 4-3-2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:10 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-MPToeznXuvcsZ5JMj942h?EEn3nHRVCMuKOTOryh?Gp 21-1-5 26-6-11 32-0-0 37-5-2 43-0-0 50-0-0 51-0 0 5-5-5 5-5-5 5-5-5 5-5-2 5-6-14 7-0-0 -0- Dead Load Defl. = 118 in TRUSS NOT SYMMETRICAL 5.00 12 5x6 - x10 33 34 5 2;I 5 6 36 7 3 J3 x10 qg 40 10 1 2 5x6 - 43 5 12 1 2 1 t%sM 13 4 o tob 25 46 24 47 23 4822 49 50 51 52 21 53 54 20 19 55 56 57 18 5958 60 17 16 61 62 63 15 4x6 = 46 410 = 3x8 = 3x10 46 = 114-14 15-8-0 21-1-5 26-6-11 32-0-0 37-5-2 43-0-0 50-0-0 7-0-0 4-14 4-3-2 5-5-5 5-5-5 5-5-5 5-5-2 5-6-14 7-0-0 Plate Offsets (X Y)- [3:0-3-0 0-2-4] [12:0-3-0,0-2-4],[16:0-3-8 0-1-8],[20:0-3-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(ILL) 0.14 20-21 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.20 15-31 999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 243 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W304: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. WEBS 1 Row at midpt 5-21, 10-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= 53(LC 31) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-211(LC 8), 22=-1629(LC 5), 18=-1709(LC 4), 13=-285(LC 9) Max Grav All reactions 250 Ib or less at joint(s) except 2=917(LC 1), 22=3125(LC 19), 18=3415(LC 20), 13=1127(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1627/312, 3-32=-1437/322, 32-33=-1437/322, 4-33=-1437/322, 4-34=-573/0, 34-35=-573/0, 5-35=-573/0, 5-36=-437/795, 6-36=-437f795, 6-7=-437/795, 7-37=437/795, 37-38=437/795, 8-38=-437/795, 8-39=-358/789, 39-40=-358/789, 9-40=-358/789, 9-10=-358/789, 10-41=-1119/155, 4142=-1119/155, 42-43=-1119/155, 1143=-1119/155, 11-44=-1951/499, 4445=-1951/499, 12-45=-1951/499,12-13=-2175/500 BOT CHORD 2-25=-246/1437, 2546=0/573, Continued on page 2 BOT CHORD 2-25=-246/1437, 2546=0/573, 46-47=01573, 24-47=0/573, 24-48=-1268/702, 23-48=-1268/702, 23-49=-12681702, 22-49=-12681702, 22-50=-1268/702,50-51=-1268/702, 51-52=-12681702,21-52=-12681702, 21-53=-678/358, 53-54=-678/358, 20-54=-678/358,20-55=-1479/733, 19-55=-1479(733, 19-56=-1479/733, 56-57=-1479/733,57-58=-1479/733, 18-58=-1479/733, 18-59=-1479/733, 59-60=-1479/733, 17-60=-1479/733, 17-61=-1479/733, 16-61=-1479/733, 16-62=-48/1119, 62-63=-48/1119, 15-63=-48/1119, 13-15=-368/1943 WEBS 4-25=-447/1053, 4-24=-1105/539, 5-24=-673/2240, 5-22=-2785/1491, 5-21=-1574/1929, 7-21=-591/368, 8-20=-626/365,10-20=-1603/2077, 10-18=-3048/1577, 10-16=-886/2958, 11-16=-1148/596, 11-15=-398/949, 12-15=0/342 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; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) 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 211 Ib uplift at joint 2, 1629 Ib uplift at joint 22, 1709 Ib uplift at joint 18 and 285 Ib uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 Ib down and 240 Ib up at 7-0-0, 123 Ib down and 123 Ib up at 9-0-12, 123 Ib down and 123 Ib up at 11-0-12 123 Ib down and 123 Ib up at 13-0-12, 123 Ib down and 123 Ib up at 15-0-12, 96 Ib down and 112 Ib up at 17-0-12, 96 Ib down and 112 Ib up at 19-0-12, 96 Ib down and 112 Ib up at 21-0-12, 96 Ib down and 112 Ib up at 23-0-12, 96 Ib down and 112 Ib up at 25-0-0, 96 Ib down and 112 Ib up at 26-11-4, 96 Ib down and 112 Ib up at 28-11-4, 96 Ib down and 112 Ib up at 30-11-4 123 Ib down and 123 Ib up at 32-11-4, 123 Ib down and 123 Ib up at 34-11-4, 123 lb down arid 123 Ib up at 36-11-4, 123 Ib down and 123 Ib up at 38-11-4, and 123 Ib down and 123 Ib up at 40-11-4, and 248 lb down and 240 Ib up at 43-0-0 on top chord, and 383 Ib down and 73 Ib up at 7-0-0, 88 Ib down at 9-0-12, 88 Ib down at 11-0-12, 88 Ib down at 13-0-12, 88 Ib down at 15-0-12, 107 Ib down and 109 Ib up at 17-0-12, 107 Ib down and 109 lb up at 19-0-12, 107 Ib down and 109 Ib up at 21-0-12, 107 Ib down and 109 Ib up at 23-0-12, 107 Ib down and 109 Ib up at 25-0-0 107 Ib down and 109 Ib up at 26-11-4, 107 Ib down and 109 Ib up at 28-11-4, 107 Ib down and 109 Ib up at 30-114, 88 Ib down at 32-114, 88 Ib down at 34-11-4, 88 Ib down at 36-11-4, 88 Ib down at 38-11-4, and 88 Ib down at 40-114, and 383 Ib down and 73 Ib up at 42-114 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 (pin Vert: 1-3=-60, 3-12=-60, 12-14=-60, 26-29=-20 Concentrated Loads (Ib) t•eiq PleruhaeryNr rr!itr Me'. I10V TrhscSS'SEt((Ct 6RR1( TENTS d(^PTIIIS asunt ail; kAN,Fs"Iffn I.. Y,rdy hup primer, WreSeNzs a llis Nis its F.)invty MD, tree lht Aehuy 1. T,xnn ,P.F tdetme Simi nr`rt tm. Weis trier. m trid it TOD, w"t Nilrxueee:uejrs.,S9;2•tsee Tx tMl)Dmx*dli.isei-Drip Epee'.}e<stedM hoim•;.r.0 a nr IDD-epeseds ee erx aNDie primsind eel-igmtemildis, it he termMfie s:not Tttss hi7N it he TDD uh,eMd T?N"k im.r mstophn leing nelmee. simide, Anthony T. Tombo TIT, P.E. ml is dnisT 4 tet lalinis th spt kilihrfis Jwu rteC iseay re yza e; tM tall uDe inx,a'>. emn dhe lY n !; iH I z! iq •Me r21 Teen}N it nit too on en hdi me dh W.d' iv" Al", whiner. ue karree AeV str •'tpriwo_M0 z 80083 net a o"V. Ce"(ie!. All tees Sir bTDDtitI ",I's,w riel"e, oemlelftel (copermotsee,Hi ue Nsr, N ItTit mi r(a me•d h,Fine?a , trlh ,ttiNn. rt.T s.DN;wT!n hep6pim.1Tns+„dr a,.:ru 4451 St. Lucie Blvd. e9e.istidntho. emMeyreta:neh.raylydlPmm.retlnetries ,..yerm,tetD*s,a,gcis're<.e ttsSts:.x_oytwereryoUrr.InrNsu.dt nsneosadaeiitlPll_ Fort Pierce, FL 34946 opy-tille0 2016A I Roof buses- Anthony 1. Tomlin III, N. Reproduction of this dommeni, in any form, is prohibited without the written permission bom A-1 Roof Tresses -Anthony 1. Tombo 111, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSIB A01G Hip Girder 1 1 A0121738 Job Reference o tional Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 1424.10 2018 Page 2 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-MPToeznXuvcsZ5JMj942h?EEn3nH RV CMuKOTOrytv?G p LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-201(B) 6=-96(B) 12=-201(B) 25=-383(B) 21=-97(B) 7=-96(B) 15=-383(B) 9=-96(B) 32=-1 23(B) 33=-123(B) 34=-123(B)35=-123(B) 36=-96(8) 37=-96(B) 38=-96(B) 39=-96(B) 40=-96(B) 41=-123(B) 42=-123(B) 43=-1 23(B) 44=-1 23(B) 45=-123(B) 46=-71(B)47=-71(B)48=-71(B)49=-71(13)51=-97(B) 52=-97(B) 53=-97(B) 54=-97(B) 55=-97(B) 56=-97(B) 57=-97(B) 59=-71 (B) 60=-71 (B) 61 =-71 (B) 62=-71(B) 63=-71(8) Serag nN:r ax yu.r,rl,«Ix'AIlot! ntKsastuErIs[Aea_rlgSae.^..ME90STak{":rr;t;AAca:=sata Ixs.. iertlp tedppgeadxs eal rtd ndasxi4s L•[s: firsmDrovigjf(^;ari de AdAxy1ix» M p.E.tdx Rx!?snrene. Ddessdkx-rise dd4xtle IDD, seh ksTrs xrrtd jn la 2• I'd hi t&TOD tax 04 i e x D .A ipxn; II [ex.; A sdn iDD epesadsdx¢tt.n:e dlk prat i a gee ln agxsl fat a. Ite In aa<aas « T. st A IxIk TDD i.rdx i?f i. 'ki 'pans s4 le4 x.< an s9oitDy dAnthonyAT. Tamba iIi, P.E. o I': iont'Ii n fe sp aln dtieew a lF O xrsssm xn ne tletali n0 px ahe adddlulY.;=!'aaiBebra6 € ,el FIR 11g,:aa ale DDad.nthis dt d6alad"s a gr W10 elrnr na'. a '.41;nd 80083 m€ a oDsSrxxcat! x s dm eTGDailapix tsxip l sdx tuagte y wsdnrINnt,tud.,dx ":p<maaa,x INOw.te upa r Trsa s esd l c.a:px,les e. E.F...' fTra.,dsda..r xess 4451 5t. Lucie Blvd. rU'-I. Idxx 1, ld'adrped ape il-1t., ly di par:as nxrd Tx iaess:e,'a. —ii ACT`- Ax A-p Sr:,xa,xI syi.a_4.1. e. 0y bdldg. An4—.:m aids xe as Mind 4THs Fort Pierce, FL 34946 ZI (opyrighiC, 2016 AtootCusses- Anthony T. Tombo 111, P.t. P.eprododion of This kument, in any farm, is prohibited without the written permission Lem A-1 Raoi Trusses- Anthony T. Tomb 111, P.E. Job * Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121739 WRCSS1 B .• A02 Hip 1 1 Job Reference optional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:10 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-MPToeznXuvcsZ5JMj942h?EHJ3nYRbYMuKOTOryh?Gp 0 9-0-0 15-8-0 23-10-0 32-0-0 41-0-0 50-0-0 5.1-0 0 o- s-o-o s-8-o 8-2-0 8-2-o s-o 0 9-0-0 -o- TRUSS NOT SYMMETRICAL 5x6 5.00 12 3x8 = 2x4 II 3x8 = 4 T2 5 6 T2 5x6 I/ 8 Dead Load Defl. = 1/4 in 3 3 4 61 6 18 17 16 15 14 13 12 11 4x6 = 3x8 = 4x6 = 1- 580 23-10-0 3-0-0 I 40 50-0-09-0-0 i 9-0-0 8-2-0 0-0 9-0-0 Plate Offsets (X Y)-- 3:0-3-0 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) 0.29 11-24 741 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.43 18-21 437 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 231 Ib FT = 10% 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 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 7-14, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2= -67(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-144(LC 12), 16=-838(LC 9), 13=-868(LC 8), 9=-174(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=609(LC 23), 16=1350(LC 1), 13=1458(LC 24), 9=705(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659/338, 3-4=-576/405, 4-5=-468/909, 5-6=-468/909, 6-7=-468/909, 7-8=-777/538, 8-9=-919/480 BOT CHORD 2-18=-120/543, 17-18=-233/314, 16-17=-233/314, 15-16=-233/314, 14-15=-233/314, 13-14=-228/306, 12-13=-228/306, 11-12=-228/306, 9-11=-265l785 WEBS 3-18=-227/295, 4-18=-481/884, 4-16=-1226/1077,4-14=-1014/766, Continued on page 2 WEBS 3-18=-227/295, 4-18=-481/884, 4-16=-1226/1077,4-14=-1014/766, 5-14=-476/427, 7-14=-1004/761, 7-13=-1300/1148, 7-11=-600/1091, 8-11=-196/301 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) 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 144 lb uplift at joint 2, 838 lb uplift at joint 16, 868 lb uplift at joint 13 and 174 lb uplift at joint 9. 8) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 19-22=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Standard Vert: 1-2=100, 2-3=59, 3-8=54, 8-9=59, 9-10=50, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-110, 2-3=-69, 8-9=69, 9-10=60 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=59, 3-8=54, 8-9=59, 9-10=100, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-60, 2-3=-69, 8-9=69, 9-10=110 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-44, 3-8=-39, 8-9=-44, 9-10=-35, 16-19=-20, 13-16=35, 13-22=-20 Horz: 1-2=-15, 2-3=24, 8-9=-24, 9-10=-15 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-44, 3-8=-39, 8-9=-44, 9-10=-5, 16-19=-20, 13-16=35, 13-22=-20 Horz: 1-2=15, 2-3=24, 8-9=-24, 9-10=15 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-3=22, 3-8=33, 8-9=22, 9-10=13, 16-19=-10,13-16=45,13-22=-10 Horz: 1-2=-52, 2-3=-32, 8-9=32, 9-10=23 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-3=22, 3-8=33, 8-9=22, 9-10=42, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-23, 2-3=-32, 8-9=32, 9-10=52 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=-6, 3-8=5, 8-9=-6, 9-10=3, 16-19=-20, 13-16=35, 13-22=-20 Horz: 1-2=-23, 2-3=-14, 8-9=14, 9-10=23 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) euq tlnsF MnnrN}nP%'e h:',41300f f34Ki3 i,PttE1 6[F:Iki f;Utsa[0E0flICl(8c1T:ky dn:l;:iC/C%lir,NfN'Ixm. iei ieep lamem a>t rzci t9nnItisLsP 9F;o)-in td Bt 1A.Y11 4.i;, N. led-,!Iwy ene. Oets<. Fth-m sleet tt YF T o,w,r tlihe I." Fos !il- d I.,l& I)U I,H.dil. Ist Ent Rsip bydees sxt.F ,6r fq1sto IUD FpeSMsnev¢ene Nal=.ssuFd erFnF+.in s{asiglAi 3. ne iEsmF:Ik sxpF hts e+j:t4 utle tOD nlr, wim l?rl 'ke spn palm ? xsnn., selolil'n Anthony T. Tornbo Ili, P.E. ttd I, eR:.SI" ttpd F isihert3TN kiihtl;xl'tPE %f(1" SFF'p'I Fe ,en .Iktwd Fh3pn. teaetkIt' 1! ,&Mt W,d WCrII"OE d KI.:4 dlk ld h d S tlhP nss m. 4lataA,»j.SR's! If7 elFneGFfe3 8e 5`M e:Ii M1e « 30083 nF! u: als:q,e n[E,r,c:.. a tn'sntl dlttlxru ad1 et sdn alr;lc pnmsdnl,r rn,e(v,rtTrse±.;,mtdstczmard uM9 oaa le.IeF,n.ae,t.enta_nnEc.,es.st:'R..IFS.Denit± I K 'p u xn.arE.,xatet:.l:w.e 4451 St. Lucie Blvd. FiErvlupyriiFhnelto:trorm eped s>telxritigkdllM.isn,,H. iSe ins es.yitnE„lCiµela.la2,.E„ner.xTus<.y3'Pai±glna±`:7a.ilz. In E:F...r.t4asneKdemel it llrl. Fart Pierce, FL 34946 ochl1)2016 AI Root lGosses Anthony 1. Tombe III, P.L Reprododionof thisdocument, in any form, is prohihired without the wrines permission hom A-1 Roof Tioses- Anthony 1. Tomho III, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSIB ]A02 Hip 1 1 7 1739 Job Reference (optional) iun: 8.120 s Nov 12 2017 Pnnt 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:11 2018 Page 2 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-qb 1 ArJo9fDkjAFuZHtbH EDnS2T6nA2oV6_m 1 wHytr?Go LOAD CASE(S) Standard Uniform Loads (pin Vert: 1-2=3, 2-3=-6, 3-8=5, 8-9=-6, 9-10=3, 16-19=-20, 13-16=35, 13-22=-20 Horz: 1-2=-23, 2-3=-14, 8-9=14, 9-10=23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=24, 2-3=33, 3-8=17, 8-9=17, 9-10=8, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-34, 2-3=43, 8-9=27, 9-10=18 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=8, 2-3=17, 3-8=17, 8-9=33, 9-10=24, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-18, 2-3=-27, 8-9=43, 9-10=34 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=24, 2-3=33, 3-8=17, 8-9=17, 9-10=8, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-34, 2-3=-43, 8-9=27, 9-10=18 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=8, 2-3=17, 3-8=17, 8-9=33, 9-10=24, 16-19=-10, 13-16=45, 13-22=-10 Horz: 1-2=-18, 2-3=-27, 8-9=43, 9-10=34 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=14, 2-3=5, 3-8=-11, 8-9=-11, 9-10=-2, 16-19=-20,13-16=35,13-22=-20 Horz: 1-2=-34, 2-3=-25, 8-9=9, 9-10=18 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-2, 2-3=-11, 3-8=-11, 8-9=5, 9-10=14, 16-19=-20, 13-16=35, 13-22=-20 Horz: 1-2=-18, 2-3=-9, 8-9=25, 9-10=34 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-33, 2-3=-40, 3-8=-31, 8-9=-39, 9-10=-33, 16-19=-20, 13-16=21, 13-22=-20 Horz: 1-2=-17, 2-3=-10, 8-9=11, 9-10=17 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-33, 2-3=-39, 3-8=-31, 8-9=40, 9-10=-33, 16-19=-20, 13-16=21, 13-22=-20 Horz: 1-2=-17, 2-3=-11, 8-9=10, 9-10=17 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-24, 2-3=-31, 3-8=-43, 8-9=43, 9-10=-36, 16-19=-20, 13-16=21, 13-22=-20 Horz: 1-2=-26, 2-3=-19, 8-9=7, 9-10=14 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-36, 2-3=-43, 3-8=43, 8-9=-31, 9-10=-24, 16-1 9=-20, 13-16=21, 13-22=-20 Horz: 1-2=-14, 2-3=-7, 8-9=19, 9-10=26 Wr g tl uti IH "_ik.I 100. THESES SEIIft.^s 0 III TfW& r5ilas omm,"IVI I4CV r,MfX Irrx I.Uf9urP 0Irs ad reesm niti T- )'c) 'q,rrv; me rh Ah Ill .1, tE rd e4,: r< .Uls-dk.: tilderah'TDD. W, I,Trxue't Fare AWlt WI. to, 1DD 1. It dl F eT as Duq iper cn."Ur iren ,7 s.0. m TDD:epe utsn a;r,.m,e dp Frdvhd n,:anapqus im, arIt, Irs an TRI. ik yr xs np _.l Deb nBDn ildiliy gtre. efl DDoalnAelf d_p s u1 alssla}tapnr,.lesh.l)lpe: ys.ripkkfhc;adS>tf r,+etaatand r'0nyT. T90omQ9b3oi,P.E.'dc'0 4rWE.!I,he 0e0wk0-1s lkWnDeren;4rnhA01-111,WTssihle;.1Mi.Tr gar ClrFlsk+.FTMSKIr, rdvdkrIkit aJfx(re.nee rheTDDmehpxe/.ndhtnl6reramdrrnd g 4aarinrr;n-e., 4g51 $t. Lucie Blvd. rtrr.itr Mau If Ir.0rped-. rrihq if 01 pr.:K m 6d Ge Ir-'v '.;e,gneer 90i. iie"r.e,.Fner.nl <r:.a _giraet e' fb:ISg. Alrq .r 4•os rte as ler el is nlL Fort 1 St. L FL Blvd. Copyng 1(0 2016 A I Roaf Busses- Anthony T. Tomha III, P.E. Reproda[tlo. DIMS Iowmem, in any form, is prohibitedw 4cm tht witten permission hom A-1 Renf Trusses - Anthmv T. TomhD III, R.E- Job " Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121740 WRCSS113•- A03 Hip 1 1 Job Reference (optional) 500F12 4x8 = 5x6 = 3x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:11 2018 ID:P42uXRd Ki2laP?afFS 28vAdrr-ablArJo9fDkiAFuZHtbHEDnU7T5bAORV6 m1w 3x6 = 4x6 = 3x6 = 5x6 = Dead Load Defl. = 5/8 in 19 18 17 16 15 14 13 - 5x10 MT20HS= 3x8 = 3x6 = 5x10 MT20HS= 3x6 = 3x8 = 500 MT20HS= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.62 15-17 961 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 1.17 15-17 513 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 1 Row at midpt 5-19, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 11 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 80(LC 17) Max Uplift 2 = 499(LC 8) 11 = 499(LC 9) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4490/2620, 3-4=-4126/2382, 4-5=-3792/2265,5-6=-5223/3046, 6-7=-5223/3046, 7-8=-5223/3046, 8-9=-3792/2265, 9-10=-4126/2382, 10-11=4490/2620 BOT CHORD 2-19=-2270/4105, 18-19=-2655/5021, 17-18=-2655/5021,16-17=-2880/5419, 15-16=-2880/5419, 14-15=-2657/5021, 13-14=-2657/5021, 11-13=-2278/4105 WEBS 3-19=-419/443, 4-19=-640/1276, 5-19=-1574/887, 5-17=-102/483, 6-17=-347/253,6-15=-347/253, WEBS 3-19=-419/443, 4-19=-640/1276, 5-19=-1574/887, 5-17=-102/483, 6-17=-347/253, 6-15=-347/253, 8-15=-102/483, 8-13=-1574/887, 9-13=-640/1276, 10-13=-419/443 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;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 499 lb uplift at joint 2 and 499 lb uplift at joint 11. LOAD CASE(S) Standard 4x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 240 Ib FT = 10% e:eiq-fleesrtl epNr rnira Us'dll]C'ti ti9 kllEr%GhE1AaE1M58(S.UTM uROR"6@t7^,Aa/C&.:v;rIEN:'Ipra. Terfly iesl pseaetm WreHed=s atti,toe s De-ah ly;ifE?ua Ma AeflceYt iwsea .,li lr sae G.+e,a M-UeLs: dhx;.7cr n IN ee@eID@?y Maiicneene pre ooll recdto on, l)D 1ax 144p ss Desp1,Vx spe:dV 6d. r.ro s.W TDDep naea ,oa d 14e v IN deYm tks.et. sep'rte IYe IDD 19,, T1r1 TL im.p W Ire nm n1iIM Anthony T. Tombo Ili, P.E. aJ s d4, Co 4 rl-1f ai 13 p lilUrdtie] tkeC a w » .Im pol! eD p - ti ,erddlu lR'.a Sa I k €: .rl cC 1 T et drl DU .i ,AI! do a ra bd ;ape nllsl a ef. [ td p fi nd « 80083 Ate Drsex Marma:. Rs e : ea tDD ![epx dp it In slay cavmn aml a•a ne p rp Prs Ms6ler. de 4 p ra asa_te lc m, a_„K s: re:, a :.se r.I d,. a.iYe t._. to o-.e xe ma rre,w yen .,, m:e=, 4451 St. Lucie Blvd. e}-wlse ldlrl FyaSxa aerl aNp wr'riq 1. dlpm'es wr red iae tie:. e,.?a.aYiae:,:i0i »Ye Sd d"ap.bpad,ul sS}s._mpnm ray o.11dta3. dll rse:d73 ermnreas deticel la iPl-I" Fort Perce, FL 34946 Copyritible,7016A-Ibefluosses- Anthony 1. Tombo III, P.E. peproduaion of this document, innot form, isprohibited without the written permission from A-1 Rud Trusses -Anthony 1. Temho III, P.E. Job Truss Truss Type QtY Ply RYAN HOMES /SEASIDE vl WRCSSIB A04 Hip 1 1 A0421741 Job Reference (optional) Hun: 8.120 s Nov 12 201 f Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:12 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-InbZ3fpnQ WSZOPTira6 W mQKcbtSQvV5fLeVaSkyh?G n 0 0 6-9-14 13-0-0 21-0-0 29-0-0 37-0-0 43-2-2 50-0-0 51-0 0 1-0- 6-9-14 6-2-2 8-0-0 8-0-0 8-0-0 6-2-2 6-9-14 U* snnFi—q- 5x8 6x6 = 3x6 = 5x8 17 24 2516 t5 14 26 13 1227 28 11 4x8 = 3x6 = 5x6 WB= 3x10 = 5x10 MT20HS= 3x6 = 5x6 WB= 3x6 = 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 *Except* T233: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 9 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 93(LC 12) Max Uplift 2 =-476(LC 8) 9 =-476(LC 9) Max Grav 2 = 2060(LC 1) 9 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4519/2667, 3-4=-4134/2405, 4-5=-4537/2743, 5-6=-4537/2743, 6-7=-4537/2744, 7-8=-4134/2405, 8-9=-4519/2667 BOT CHORD 2-17=-2320/4134,17-24=-1814/3544, 24-25=-1 814/3544, 16-25=-1 814/3544, 15-16=-1814/3544, 14-15=-2345/4537, 14-26=-2345/4537, 13-26=-2345/4537, 12-13=-1816/3544, 12-27=-1816/3544, 27-28=-1816/3544,11-28=-1816/3544, 29-0-0 CSI. DEFL. in floc) I/deft L/d TC 0.79 Vert(LL) 0.4813-15 999 360 BC 0.86 Vert(CT) 0.9515-17 631 240 WB 0.51 Horz(CT) 0.26 9 n/a n/a Matrix -MS BOT CHORD 2-17=-2320/4134, 17-24=-1814/3544, 24-25=-1814/3544,16-25=-1814/3544, 15-16=-1814/3544, 14-15=-2345/4537, 14-26=-2345/4537, 13-26=-2345/4537, 12-13=-1816/3544,12-27=-1816/3544, 27-28=-1816/3544, 11-28=-1816/3544, 9-11=-2328/4134 WEBS 3-17=-475/524, 4-17=-210/605, 4-15=-642/1334, 5-15=-512/450, 6-13=-577/451, 7-13=-643/1334, 7-11=-210/605, 8-11=-475/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2 and 476 lb uplift at joint 9. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in 4x8 50-0-0 10-9-14 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 246 Ib FT = 10% kb.ug florelYmgN,r nix'kI tJC N ,.S ^SIflEt'f INS tir10(f}:rOk{t177 ,e i9c& z[,NEp'"tOfW. ifrnffeupr tct 6111 I'd lei-A?,-fb>ts_.}e:e}ta 1tF[C<; Fri tk Argxt}. tivS331;, F.E. td r.at Sl..: :, aFH ut}!ss FB: "st9!/t000 CBy Nit tr(Pe eV `,eff.tte Dtofe Frt s D t taree;l Into ;,f,a t IN ,pFslnttlw:tP.,014 t d n.t F S1F Addf'a•.'taFk;p1 rGl q: tM Ike TDO i of to The F ate N , iea:q Mr ea1Dy An`hony T. Tomba iII, P.E. tM se if A tss=h tplf F' Itrer r lilA. Ft Se 7xFid C sFzft Fi me 4et liFD !m a e!uf=rtdta it<ti t: vd hNl E Y: FfF I?'I ltW FFdlk DD M Iieif is nn .I C,rs ky te. st llelun ek :r a^t R'1bD'hd d « 56683ZEto :e tk iDD W lu r i p l l S t to t ld t (ePpsa9n Sden laa. n t(I tttrstx » 1FI uM SefF . el.r ha to :6 rP. i k:ira> l,estF^s a e. Fr, h::s a'%. r ea. th,igFe,:l as, }r.r. ati:en eFt rrt.> Ma,dFn:x: e, e. 445 t 5k. 0083Lucie Blvd. F f'wlIe ld tFf tl G.09 ell F,lFd 9HF it kfD tt t>'d tN:Ei iel r3P rFt,>.Y Fa.atltte(3yD}net .f'1t,.Fi })H, Frr S i4 k_etltltfP9(irilfly Ali 1p:E41£ .M irF s' kh Fflnrtr. 2016A IRauf Teossaz-Anthony T. Tom6o 111 PE. Reprodudien of this document, in nor term, is prohibited Isrh tthe--writlenpermisnenf:amA-t Roof Trusses- Anthenp T. Tonto ill, P-E. Fart Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SEASIDE v1 A0121742 WRCSSI B >- A05 Hip 1 RYAN 1 Job Reference (optional) S, Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:13 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-m_9xG?pP&LQQZ2xOldlJesozHnyevnoalF7?Ayh?Gm 0 0 7-9-14 15-0-0 21-8-0 28-4-0 35-0-0 42-2-2 50-0-0 51-0 0 0- 7-9-14 7-2-2 6-8-0 6-8-0 6-8-0 7-2-2 7-9-14 0- 5.00 12 2x4 II 5x8 4x6 = 3x6 = 5x8 11 to co 18 • 16 ` ,,•, • Dead Load DeB. = 112 in 3x6 = 5x10 MT20HS= 3x8 — 3x6 —_ 5x10 MT20HS= 3x6 4x6 = 4x6 = 3x8 MT20HS= 11-1-14 21-8-0 28-4-0 38-10-2 50-0-0 1 1-1-14 10-6-2 6-8-0 10-6-2 1 1-1-14 Plate Offsets (X,Y)-- 4:0-3-0,Edge]_[5:0-4-0,0-2-2] 7 0-3-0 Edge] [9 0-4-0 0-2-2] [10:0-3-0 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 0.75 Vert(LL) 0.57 18-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 1.06 18-20 >566 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 248 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. WEBS 1 Row at midpt 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 12 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 107(LC 13) Max Uplift 2 = 453(LC 8) 12 = 453(LC 9) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4469/2654, 3-4=-4111 /2420, 4-5=-4016/2446, 5-6=-3949/2457, 6-7=-3949/2457, 7-8=-3949/2457, 8-9=-3949/2458, 9-10=-4016/2446, 10-11 =-4111/2420, 11-12=-4469/2654 BOT CHORD 2-20=-2296/4082, 20-27=-1699/3340, 19-27=-1699/3340, 19-28=-1699/3340, 18-28=-1699/3340, 17-18=-2002/3949, 16-17=-2002/3949, 16-29=-1701/3340, 15-29=-1701/3340,15-30=-1701/3340, 14-30=-1701/3340,12-14=-2303/4082 WEBS 3-20=-518/578, 5-20=-347/719, WEBS 3-20=-518/578, 5-20=-347/719, 5-18=-415/984, 6-18=-426/368, 8-16=-512/368, 9-16=-416/985, 9-14=-347/719, 11-14=-518/578 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 2 and 453 lb uplift at joint 12. LOAD CASE(S) Standard ae dy-fla;eM apNrret2v tk IXDC til Sl:,*-lrb uSM: k.'TEtW& Cr DXLOSIUN.di.r;.,[XDi'dnMEX ixm. haAy hs'7p Pa I., sad redaMswttisl.€-53-'r, huwtq aT[.,-Iti IN kekfl.Tvaka:., LE td eme 4¢e A3.fs ;_ Uns di—m dried'o tke TDD..+j 71f% afnXd fl—s'!-it"to,TDDta k''dit. la a — D¢ifje Eepoteril Etp&,v !d la aty TDDvf(ifN.:mft d It, Prd?5511N fkE M§'E T'-upila ,fe TDD adt. A. Tel Tie mpa3i .pui Iu(:gaoN4.5,ul1dllq Anthony T. Tombo TTT, P.E. i sed!h' st 5 tNlliafis la! ' lImd::7 vXv[ ,e,>, it tat ref 1.4FD gce list dt'9',i IC Whla6.'€es t 3T311 eP dt Dg:lnfelt .1n uka4."'gmr PE Niles 'd or Xtl Pa -:nt 280083 Der e. verftrvecs:. e >:e tke TDD Ww Par 1p¢ h.!,.1 the 4161 W We sret Ir-o' &I:"11"t fTil ASKA 'u pe :rli lP1ee1e5t¢.espfrst li.fs.:!.r .s V*li-, DO;,, h-_ ,sp top .n w9 Rt„Ma. flute .r, -55 44515t. Lucia Blvd. 1'AF: ce lffirfekfa.am;axl apelSwllurfigk±ellPM-as irni r.Ahe6l.,.,pa.tq ens .rilt'x 6u thp,.e,.pner fie se{sexxaga.era mraul n}311 un xtd etas treca 4dn.l to TPFL Fort Pteree, FL 34946 ropyTighl(C'2g16A- tRodbusses AmboyT.Tomb It, P.E. RepmduriionoHRisdotameni,inaylum,isprohibitedwithoutthewfittenpeamissionhcmAdRoolTrasses-AnthonyT.TombIA,P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1 B A06 Hip 1 1 A0121743 Job Reference (optional) a u- o. I Lu J Nuv I L LV I f rnnr: o- I N s Nov i z zu-t / mi I eK Industries, Inc. I ue Sep 4 14:24:13 2018 Pagel ID: P42uXRd_K]21 gP?afFS_28yAd rr-m_9xG?pPBq_QQZ2xOldlJesni HoZe_Noa I F7?Ayh9Gm 0 0 8-9-14 17-0-0 25-0-0 33-0-0 41-2-2 50-0-0 51- 0 0- 8-9-14 8-2-2 8-0-0 8-0-0 8-2-2 8-914 0-0 5.00 Fl2 5x8 3x6 = a 5x8 Dead Load Defl. = 7/16 in 4x6 = 4x6 = 3x6 = 3x6 = 3x6 = 4x6 = 3x6 = 3x8 MT20HS= 4x6 = 10 4-11 21-0-0 29-0-0i 39-7-5 50-0-0 10-4-11 10-7-5 8-0-0 10-7-5 10-4-11 Plate Offsets (X,Y)-- 14:0-3-0 Edge] 15:0-4-0 0-2-21 [7 0-4-0 0-2-21 [8:0-3-0 Edge] 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 0.83 Vert(LL) 0.56 12-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 1.02 12-14 591 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 243 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 1 Row at midpt 5-18, 7-12, 6-16, 6-14 recommends that Stabilizers and requiredM,Tek ross bracing be installed during truss erection, in ccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 10 = 2060/0-8-0 (min. 0-2-7) Max Horz 2 = 120(LC 12) Max Uplift 2 = 430(LC 8) 10 = 430(LC 9) Max Grav 2 = 2060(LC 1) 10 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4433/2627, 3-4=-4253/2618, 4-5=-4163/2647, 5-6=-3491 /2177, 6-7=-3491 /2177, 7-8=-4163/2647, 8-9=-4253/2618, 9-10=-4433/2627 BOT CHORD 2-18=-2258/4040,17-18=-1584/3188, 17-25=-1584/3188, 25-26=-1584/3188, 16-26=-1584/3188,16-27=-1796/3616, 15-27=-1796/3616, 15-28=-1796/3616, 14-28=-1796/3616, 14-29=-1585/3188, 29-30=-1585/3188,13-30=-1585/3188, 12-13=-1585/3188, 10-12=-2265/4040 WEBS 3-18=-532/608, 5-18=-639/992, WEBS 3-18=-532/608, 5-18=-639/992, 9-12=-532/608, 7-12=-639/992, 5-16=-163/730, 6-16=-447/270, 6-14=-447/270, 7-14=-163/730 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2 and 430 lb uplift at joint 10. LOAD CASE(S) Standard 5,-at-fltnst tiara tH 't:. r. A11J0. rii'kEtEt pfi.hl rRfdSBC AAriCi pink"a{71 ,dEtll V.Df tesppu 4>d tN ads Vni }t p.5-hi rr.; tra Dt Aad1.16a tERh WIrl ills_s Id4redF TDD, sOMTe[ ataro pare ad ihr t[t i)Dhae d'1-f !?rns0 r ra cye hl bu. .,9 d RID tpre 1 ut la.e td to pd d xis! s•anl;litt3 to 1 hF se. era sty>'I,t ae lie TDD i hrl I. ' .:; ass N Ica tundra s t1:Dry Anrhony T. Torn6o HIT, a.E. C4 is la! p FirA dN 0. @F0. ,axe ! Pa: let Wll nD I a^..e!xtddlt+IR' h aedt if t'. .ad r l.l prea dine DD 1 fills sedlS -.,I nt.Fa :m rt:ntF shlid eh 1tI.' p,mta !hd « $0083 4946 IltEdaD!-evlrsL aes i:raa a attTDPWNpat i iDaslfn4r16,1C.M,nnSdewlaa oWK pthskzetT.1WSEA 11,lrs: `Hp to:ade iF'.)k:et-'k>reksate.eaz+.:-sAM7s.DriRarr,E,)e:y:n)ian drre,,Na.ta:*.,r,u'xs4451Sk. WtieBlvd. attwlulFftHEt<ad nda atd aura vmtr k, dl ptC:Fs erred. taein_,. e4.spnar-, 4ui;x rxl r,.t}aar,uT s<as;a aj rees, toylLap. tJllai r4a, rlad,iael as TPN_ Fort 1St. Lucie Blvd. faPi ri9hi02016AEReeffrosses-AnthooY T.Tomb ill,P.E.ReP,odndmn of this dommem,inany form, Is prohibited wilhentth, wrirlen permission hom,41Roof T-;,es- Anthony 1. Tomto III, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121744 WRCSS1B • A07 Hip 1 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:14 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-EAjJ U Lq 1 y86H 1 id7y?8_rrPysh7fNN8yoy_hXcyh?GI 0 0 6-6-6 12-9-11 19-0-0 25-0-0 31-0-0 37-2-5 43-5-10 50-0-0 51-0 0 O 6-6-6 6-3-4 6-2-5 6-0-0 6-0-0 6-2-5 6-3-4 6-6-6 -0- Sx6 = 5.00 12 5x6 = Dead Load Defi. = 518 in 3x6 4x6 5 T 4 2x4 3 W3 W 5 3x6 9 4x6 10 W 2x4 11 M d[1 2 121'1 3 20 19 27 t8 28 17 16 29 15 14 3x8 MT20HS= 3x8 — 4x6 3x8 = 3x6 = 4x8 = 4x8 = 3x6 = 3x8 MT20HS= 9-7-1 19-0-0 31-0-0 40 4-15 i 50-0-0 r IN-1 9-4-15 12-0-0 9-4-15 9-7-1 Plate Offsets (X,Y)-- 2:0-0-0,0-0 4], [4:0-3-0,Edge] [6:0-3-0 0-2-4] [8:0-3-0 0-2-4] [10:0-3-0 Edqe] [12:Edge 0-0-41 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 0.80 Vert(LL) 0.73 16-18 824 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 1.36 16-18 442 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 262 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-16, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 12 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 133(LC 12) Max Uplift 2 = 446(LC 12) 12 = 446(LC 13) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4541 /2744, 3-4=-4237/2550, 4-5=-4154/2563, 5-6=-3311 /2089, 6-7=-2999/2005, 7-8=-2999/2005, 8-9=-3311 /2089, 9-10=-4154/2563, 10-11=-4237/2550, 11-12=-4541/2744 BOT CHORD 2-20=-2393/4154, 19-20=-1930/3573, 19-27=-1930/3573, 18-27=-1930/3573, 18-28=-1563/3144, 17-28=-1563/3144, 16-17=-1563/3144, 16-29=-1933/3573, 15-29=-1933/3573, 14-15=-1933/3573, 12-14=-2401 /4154 WEBS 3-20=-408/451, 5-20=-243/564, WEBS 3-20=-408/451, 5-20=-243/564, 5-18=-776/665, 6-18=-494/968, 7-18=-433/217, 7-16=433/218, 8-16=-494/968, 9-16=-776/665, 9-14=-243/564, 11-14=-408/451 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 446 lb uplift at joint 12. LOAD CASE(S) Standard a'A Ain}IessP riatAghl r.+.[r11}]rf'S'EttEl h6rp,tlE iE1Y58(alTi[>isfUSt}M o-A17. cf&'MEN i _i:Ury Ue:i}t luo-nders taa mt 6. i.- JPk}o_}rt.; tm lEtdA 7. T«a}e '. IE Id !1 3:P4n. Ud..sstfM- ,id^d NPTUU, I'i p'TEE<ncNo-f}E't.,Ad::t A:e4itP ltz idU lB Pe Adtl. hs...... hvip EFp..". -SR IIfY Et[dtH'-A•stAI Il FIx j[Ilr!}ftitdS FF F[,£dtaP.d1A!}n1PSSIAFd teg. IIE I -SINS 1le}3 riPfK:C.. tIF Sk FTt SFP}.PdMrik TDU AIII. iRetf i. tE. &E,i IA ISStR}Plt ItFE' itAPd111,fi It1111`{ Anthony T. Tombo iIT, P.E. edAil On., I:,; Wf' Eltrh ANN f flf (I' azISER'9 kE dA-Iktwlii gDesi' A tFe dtv R'Lll 3r ad ritlf Ixiq ( i1Rl.'}t 4IIF: dfM / Arn ld f dpP IIYS{. I -A41 } :1}E i5411FfK tFC E(F Tj ad}t4L3 hif - A 80083 Ik }' E c}eae^t ae GnhO A: 7.A.Px TDUto-llazp,rl mdpiitnitl 1.0n 5.Pm Sdph-O I(Lp1hW o-t T1 A SKAtr. rd h!} mwda! TF IA451 St, Lucie Blvd. E3eae lditPd k c gad to epreE9 e, F e xrtliq lY dl ltr K ira.. rei. litU ..l, a.x} o-te!'.. }U ,e VI ; hilipri, Fl T is SW- -y g. e f WWI Fort Pierce, FL 34946 oppighl Cr 2016 A feof i:osses-Anihanj L Tombe Ill,P.E. Reprododion d 1hisdolumenrin noyform, isprohibiledwithoottht written permissionfiom A-18oefTrusses-AnthonyT, Tomho III, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1B A08 Hip 1 1 A0121745 Job Reference o tional Offsets v i e rr1r1A. o. 1ZU b rvov IL <u 1 e Ml I etc mausines, dnc. I ue Sep 4 14:24:15 2018 Pagel I D: P42uXRd—Kj21 gP?afFS_28yAd rr-i M H hhgrgj RE8fsCKWjfDO3x6g4U86rJ51 ckE33yi5?Gk007-5-3 13-10-11 21-0-0 29-0-0 36-1-5 42-6-13 50-0-0 51000- 7-5-3 6-5-8 7-1-5 8-0-0 7-1-5 6-5-8 7-5-3 0-{ 5.00 12 5x6 = 6x8 = 17 _ 15 — I Dead Load Defl. = 1/2 in 4x8 3x6 = 5x10 MT20HS= 3x8 — 4x6 — 3x6 — 5x10 MT20HS= 3x6 = 4x8 = 10-2-3 21-0-0 29-0-0 39-9-13 50-0-0 10-2-3 10-9-13 8-0-0 10-9 13 10-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.48 17-19 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.97 17-19 617 180 MT20HS 187/143BCLL0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 15-17 999 240 Weight: 258 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-15 M,Tek recommends that Stabilizers and required ossbracing be installed during truss erection, in ccordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min. 0-2-7) 11 = 2060/0-8-0 (min. 0-2-7) Max Horz 2 = 146(LC 12) Max Uplift 2 = 463(LC 12) 11 = 463(LC 13) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4491/2719, 3-4=-4208/2559, 4-5=-4071/2582, 5-6=-3112/2018, 6-7=-2805/1952, 7-8=-3112/2018, 8-9=-4072/2582, 9-10=-4208/2559, 10-11=-4492/2719 BOT CHORD 2-19=-2357/4100,19-26=-1883/3467, 18-26=-1883/3467, 17-18=-1883/3467, 17-27=-1324/2804,16-27=-1324/2804, 15-16=-1324/2804,14-15=-1886/3467, 14-28=-1886/3467, 13-28=-1886/3467, 11-13=-2364/4100 WEBS 3-19=-424/471, 5-19=-295/685, WEBS 3-19=-424/471,5-19=-295/685, 5-17=-864/728, 6-17=-363/783, 7-15=-363/818, 8-15=-865/728, 8-13=-295/685, 10-13=-424/471 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 11. LOAD CASE(S) Standard a n fl Mu tdl _t. 'A-1 13C MKSEStMr'"b tILTim BC wiTlCaS(J'J- 103", 04M.05MEW h." yvrtr h1i" t dens e4read We, NOT'NOT'555esc) e3 I[ b keh 1.1 ,da:: RE RifU,::;=z. W - '6 -evdM A TDD a?i kT ce rant:a ed df be T)D1 W A.ek Ds; fegeN:. sxlII E - ,;,^a s.d w TDD egresef ,iau 9 me Rral 5 dear+• n Rustlni e, he desa3 bi Tr.5,nynd The TOO .. du Tni.>t R az p *n:q in legli'r a,An_hOnyTIs, P.E. Tomb ! do T 4tIt ¢- taer tee bifidti z 1k DC na. ee aeede:taz6'Id-nD . ta.ainditlR' a !R[ssdla it Exir, deec,f31 iww}ene dl 'DO i fidd dh xF-! rc:eg. sRliwf d[ rr, ad W a trd 90083 IML d aB sG^.. (a"M4. A:: ee;x e,a .e tt.TDD axdeet -t sd krdi fro t10y[e t wn del M:enen 4C1 RR{sMa'j T'f M t[d •eL•nmu `n ds ,'.Ian, lP.idein. t..e;gr a ne [r.; fa,zs w"f,i s. Desi}wer,i n, h. ¢; spxa ee4 Tr .. MaadeM:.,, .e.. ehe wne ldiwce kdc e9rMa ewS nNw mq kr di itt.'es ,.wed. Teetre:, .e ,m, am AUi ;;x Rai do -451 St. Lucie Blvd. i 9 ! rs:s,ntiverwa 1ri15ADe..s eein, rteas dda.dUT1N- Port Pierce, FL 34946 Copyright CQ 291E A-IRooffrusses- AnthonyT. Tomho 111, P.E. Reprodnaionof this doAument,inenyform, is ptohihited without the wtinee permission fsem A-1 Roof Tresses- Anthony T. lute III, P,t. Job , Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0121746 WRCSSIB - A08T Hip 1 1 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:16 2018 Page 1 I D: P42uXRd_Kj21 g P?afFS_28yAdrr-BYr3uOsl U IM? HOn W4QBSxGU FN UgMrDCFGGTobVyh?Gj 0 0 7-5-3 13-10-11 21-0-0 29-0-0 34-10-0 41-9-3 50-0-0 51-0 0 0- 7-5-3 6-5-8 7-1-5 8-0-0 5-10-0 6-11-3 8-2-13 -0- 5.00 12 6x8 = 5x6 = Dead Load DeFl. = 7/16 in 23 30 z2 21 20 is 16 15 - 1. 13 3x6 = 5x6 WB= 6x8 — 5x12 = M= 4x8 = 4x8 = 2x4 II 3x4 = 7x8 = 7x10 MT20HS= 10-9-14 229-00 411-9-3 i -0-00-0 Q 1- 3 10p33- 0-0111 02-1310-9-140PlateOffsets ( X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-54,Edge], [7:0-3-0,0-2-41, [9:0-3-0,Edge], [11:0-0-0,0-0-4], [13:0-3-8,Edge], [15:0-0-0,0-1-8], [17:0-6-12,Edge], 18:0- 4-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.44 16 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.85 21-23 707 240 BCLL 0. 0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.29 11 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B4: 2x4 SP No.2, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6,W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. Except: 10- 0- 0 oc bracing: 15-17 WEBS 1 Row at midpt 5-21, 18-21, 8-18, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/ size) 2 = 2074/ 0-8-0 (min.0-2-7) 11 = 2086/ 0-8-0 (min. 0-2-7) Max Horz 2 = 146( LC 13) Max Uplift 2 = 456( LC 12) 11 = 450( LC 13) Max Grav 2 = 2074( LC 1) 11 = 2086( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4513/2709, 3-4=-4177/2495, 4-5=- 4040/2517, 5-6=-3160/2005, 6-7=- 3190/2098, 7-8=-3535/2203, 8-9=- 4369/2632, 9-10=-4457/2608, 10-11=- 4558/2646 BOT CHORD 2-23=- 2347/4122, 23-30=-1863/3510, 22-30=- 1863/3510, 21-22=-1863/3510, BOT CHORD 2-23=- 2347/4122, 23-30=-1863/3510, 22-30=- 1863/3510,21-22=-1863/3510, 17-18=- 2059/4055, 14-15=-122/260, 13-14=- 122/260, 11-13=-2285/4137, 8-17=- 327/766 WEBS 3- 23=- 451 /490, 5-23=-259/638, 5-21=- 868/722,6-21=-197/501, 18-21=- 1294/2791, 7-18=-474/929, 8-18=- 1164/795, 10-13=-403/373, 13-17=- 2186/3918, 6-18=-229/649 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) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 lb uplift at joint 2 and 450 lb uplift at joint 11. LOAD CASE( S) Standard PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 289 lb FT = 10% W,F. q 11.1, 6trtgkir rt+itW lhe"5-1far, I3.'.S6; SILIEPo EraaA-TRXS i OrATlDas NAOM C913 , kr41w, DGAW Iaa:. 1e.It de,'p f.""ttn as n A arts at Eke Ims;) s ) ewq; fr. W the Adlwy T.T 0s; , I I tdu., skty :_wt- Ud.s, *. isrldst tt If, TDD, ssq ADT nrevlpr nd sel is tee T7Dt ae Id_ H D '6 f ,nrxn <x. Dv ildn -ik d TDD gre ertstt E< s: it¢ Fd den a -c sitar ltdf'm lnl :ttt s:a$ T sn el lao tlt lDD h i TFI-I t ;osstnpia Ie! ; dirt snlilry An`hony T. T^7'1bO LIT, P.E. Zt addroisTt {-IIn- I i t'Imd e7 la tktC" soy rt xd .tit i nDes6ae -m'x' Rddtul€`,9 6ntitrE' .:' i 3r i. T i. d1h Ubo itgh6i dM. ss. .I nk lq a.qt lsnllso 6Is. od, p o hf 80083 IkE e; Dts t(,m`n, ta.tttxlDD an/fxsi-t d )+if ttt 6lrgfarpnaal Sdd 1. n tt_I rtfsF rT'1 M,6f3n.:d t`np aad TF.IEtan. it upas,.nested'wsa`'R.1ns Dtsiper i.n7e; F'sA:n eed Tn., #aadt^r.r u,ess. -451 St. Lucie Blvd, ei-i" i&wIV e'd*w geda tY04 iy er prsn+..atl B, T' t_p.giveer., Q1 to ends; ue,yaer ar T_ sfo'racg_se. waohn, 111q,. ter t n. neosdeNaeti 11-1. Fort Pierce, FL 34946 opyrightEl 2016At Roof Tresses- Anthony T. Tombo 11L P.E. R.eprodudion of this document, in any form, is prohibited without the writtee permission from A-1 Roof Tresses -Anthony T. Tombe 111, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1B A09 HIP 1 1 A0121747 Job Reference optional) Hun: 8.120 s Nov 12 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Tue Sep 4 14:24:16 2018 Pagel I D: P42uXRd_Kj21 g P?afFS_28yAdrr-BYr3uOsl U IM? HOn W4QBSxGU IoUgrrECFGGTobVy1Y?Gj 0 0 8-1-3 15-3 4 23-0-0 27-0-0 34-8-12 41-10-13 50-0-0 5 -0 0 1-0- 8-1-3 7-2-1 7-8-12 4-0-0 7-8-12 7-2-1 8-1-3 1-0- 5.00 F12 5x6 = 5x8 = I Zo ib Z1 17 1fa 15 26 14 Z9 13 3x6 = 5x10 MT20HS= 3x8 — 3x6 = 5x10 MT20HS= 3x6 = 4x8 = 5x6 WB= Dead Load Dell. = 1/2 in 4x8 = 11-9-14 23-0-0 27-0-0 38-2-2 50-0-0 11-9-14 11-2-2 4-0-0 11-2-2 11-9-14 Plate Offsets (X,Y)-- 2:0-0-0 0-0-4], [4:0-3-0 Edge], [6:0-3-0,0-2-4] [7:0-5-12,0-2-8], [9:0-3-0 Edge], [11:0-0-0,0-0-41 LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.56 13-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0-89 Vert(CT) 1.06 13-15 >565 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(CT) 0-22 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 266 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E *Except* B3,B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-0-7 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-15 REACTIONS. (lb/size) 2 = 2167/0-8-0 (min.0-1-13) 11 = 216710-8-0 (min.0-1-13) Max Horz 2 = 168(LC 12) Max Uplift 2 = 503(LC 12) 11 = 503(LC 13) Max Grav 2 = 2167(LC 1) 11 = 2167(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4660/2867, 3-4=-4270/2617, 4-5=-4110/2644, 5-6=-3060/2042, 6-7=-2739/1981, 7-8=-3058/2041, 8-9=-4111/2644, 9-10=-4271/2617, 10-11=-4661 /2867 BOT CHORD 2-19=-2476/4252, 19-26=-1910/3528, 18-26=-1910/3528, 18-27=-1910/3528, 17-27=-1910/3528,16-17=-1259/2737, 15-16=-1259/2737, 15-28=-1912/3528, 14-28=-1912/3528, 14-29=-1912/3528, 13-29=-1912/3528, 11-13=-2483/4252 WEBS 3-19=-523/570, 5-19=-298/766, WEBS 3-19=-523/570, 5-19=-298/766, 5-17=-1032/849, 6-17=-458/811, 7-17=-252/259, 7-15=-458/810, 8-15=-10341850, 8-13=-298/767, 10-13=- 523/570 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) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 2 and 503 lb uplift at joint 11. 8) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE( S) Standard Kmd4Y- flluEd xyd,rl'KN'A-I I3C.6 >.S;'iILT71 R'K'-P rlms&( NTIGds(:ISIOM. All kD[W`n'1Kr Imm. Yn1% dldp pa—fi., Wr.a A?, m NiNsei .3-o ff,, ain, AFtlx'i 1.1,,6, ,t E, Hum lu,,,nrr-ileleu FlW.", A:A.Nutle IUD, snly WI i ro p:ee ail: a fifer t&iDDi di. { ri assD Ip Eiin- s-m 9!Ed ,S s d4 nr iDD qa -t s sn:e d tap tSsfdup' m i lIDE is d.p lase i ee'tl r1l TDD i, Dder IN, E!F 3 pr FE.t7 ttde iblilry Anthony T. Tombo;TT, P.E. a4 iraI:4s f-tdlimi fi- is Nimd'.!) tkFC' ,F,..a. Et » In {'If FD Y hF:retddtl I2'. -dh i sk aEWm "1 Rpdl ''.DD IIF hli s fib - 1 nbsd:q t'qt shlld CGr '. F Dd :e ep s< hd w 30083 taef 41:1theTDDWn,p—Yte.1r,W ftlbali{(rrcpadSetin t .ICIptr1F"NT1 i (Ar,ei:Etl 4!p '„old- Tr-IE:r1,7..ew,Pm_Emdtio:sa"k.T.s.[ksiprTe.)e.rNogi-et-Dri.#node:x-eu 44StSt.LuCle6lvd. Zt F'kf-"Ylfl iE(irHl 0 SA MSFeld PE1 n,r hop lYd pf(tlfi .ICA 13eirE.,-.SyillEf', CDT ^¢i31.i9p.l, jAC F if.S.VS.R.ij 1?U Pvi),M1 F.II ty :...I•SY`PS OF tl5 dP7d¢i F9T{I-I_ Fort 1 St. , rL Blvd. 4946 CopyrilhtCt7DI6A-I6afTrusses- Whony T. TDmbO ill, P.E. $epron'ridiae el this 3Drumeni,inany fmm, is prohibited wBhnif the aritfen pelmissian from A-1 Rol Tresses-Anth—T. Tomb ill, P.J. Job "• Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 A0121748 WRCSS1 B • A10 COMMON 5 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14.24:17 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-flOR6MswF3UsuALid7ihTT1 Tqu7naklOVwDL8xyh?Gi j-Or0 7-1-12 13-8-2 19-8-6 25-0-0 30-3-10 i 36-3-14 i 42-10-4 50-0-0 % -0 1'-0-0 7-1-12 6-6-6 6-0-5 5-3-10 5-3-10 6-0-5 6-6-6 7-1-12 1-0-0 5x8 = 5.00 12 Dead Load Defl. = 1/2 in 18 11 25 26 16 V 13 14 to a -rc 4x8 = 3x8 MT20HS= 4x8 — 4x6 = 4x8 — 3x6 = 4x8 — 3x6 = 3x8 MT20HS= 50-0-0 Plate Offsets (X Y)-- 2:0-0-0 0-0-4] [4:0-2-4 Edge) 18:0-2-4 Edgej 11U:U-U-1JU-U-41 LOADING( psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.63 14-16 954 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 1.15 14-16 520 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.24 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 271 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 BRACING - TOP CHORD 2- 0-0 oc purlins (2-9-2 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 1 Row at midpt 6- 14, 7-14, 8-14, 6-16, 5-16, 4-16 REACTIONS. ( lb/size) 2 = 2167/0-8-0 (min.0-2-9) 10 = 2167/0-8-0 (min.0-2-9) Max Horz 2 = 182(LC 12) Max Uplift 2 = 518(LC 12) 10 = 518(LC 13) Max Grav 2 = 2167(LC 1) 10 = 2167(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4743/2942, 3-4=-4429/2774, 4- 5=-3445/2263,5-6=-3440/2450, 6- 7=-3437/2450, 7-8=-3442/2263, 8- 9=-4429/2774,9-10=-4743/2942 BOT CHORD 2- 18=-2560/4334,17-18=-2031/3662, 17- 25=-2031 /3662, 25-26=-2031 /3662, 16- 26=-2031 /3662, 16-27=-1144/2527, 15- 27=-1144/2527, 14-15=-1144/2527, 14- 28=-2034/3662, 28-29=-2034/3662, 13- 29=-2034/3662, 12-13=-2034/3662, 10- 12=-2569/4334 WEBS 6- 14=-886/1317, 7-14=-373/430, 8- 14=-800/678, 8-12=-320/657, 9- 12=-462/509,6-16=-886/1322, WEBS 6- 14=-886/1317, 7-14=-373/430, 8- 14=-800/678, 8-12=-320/657, 9- 12=-462/509, 6-16=-886/1322, 5- 16=-373/430, 4-16=-800/678, 4- 18=-320/657. 3-18=-462/509 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518 lb uplift at joint 2 and 518 lb uplift at joint 10. 7) 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 Eraiy rlelEFlk rd mha tae 11 M' rUIHS SH11rt 6W1 T"195 d r WIN(.r WIMT, IFIMMA 1- Y" f dtsp Furi.dns lid rlad W,, se Wi .)ao.q 1Tr; ere Re ld.j T Texll... I Ia k.lu ln. Udf. el• sddd .he iUO, gir NJiliceEclmrfres Vale f§'%eTUU b .be'0W is —Uesp.. d[ ty— , ssedty EFdgt'FW !.I Ft Fry IDO epeseds FA arFxa¢Ahe rrdxsnd etE eEElsytKlllar a. Ike dK`E[C tEF s: EL sF.p::tld efts i6D adr. aaleriSL ;t As xnnnphr lttiFvzudmw uitaNtlly An±hony T. Tornho 117, P.E. of duos S. F-r Whatdln f;z1 n he4A 4 q a thtali Elk r a .hO 0 6a REd W I'm s! ral resR 1 Eye 'It dt .00 el !We're 0 lasf .n, I gkadr3 -a.q hllal udk" Id:. ii 1U d « 80083 Re 4'a' 7_ iCsm"evA ' etEe TOO "dim tal drFdl fih Woe, y'a'frtSdtt i. 16(fr lfs&dfTRIM UU I. rd xwi+g >ses it laE:ra.itt.pasa ties Etd ns.fdt i!+f:[k;IpH 1K. )e yE:s an a3(R., tlandt^E.igels 4451 St. Lucie Blvd. FhP.wISl dErnt i:,.i9 cd 8 tFd al lvdhr l;d rer,K F[..iGf 1DGTfCf .Ni( :1jlAtlf ,4T>I:f{M.&9 Pl,n¢I FET t.S iIS.i4 CHj t.GY r 4ll dV. 1II1,4k-,-t 1IIE OS dd W is Tfrl. Fort Pierce, FL 34446 Pyri CeahrC,2016AiRoofTEosses- AnthonyT.Tomboill:P.E. P.elrodomfian of this firomment, in any form, is prohibited without the wrinem pemnissiufl Nor A-1 Roof Trusses- Anthony 1.TomhoIII, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSiB A11 Roof Special 4 1 AO'21749 Job Reference o tional 0 itn Plate Offsets nun. o. a to s Nov i 2 20 it Frinu 8. 12U s NOV 12 201 1 MI I ek Industries, Inc. Tue Sep 4 14:24:18 2018 Page 1 ID:P42uXRd Kj21gP?afFS_28yAdrr-7xygJitY?McjWKwvBrDwOhZfDIW3J6nXjayugNyh?Gh05-5-4 12-3-10 18-9-11 25-0-0 30-7-8 34-11-12 41-11-10 50-0-0 51-0 0 4-4-4 6-11-14 8-0-6 -0- 5x6 = 5.00 12 24 23 6x10 = 21 u 16 15 14 3x6 = 5x6 WB= 17 3x6 — 4x8 = 4x8 = 2x4 II 2x4 II 7x10 — 7x8 — 6x8 = 2x4 11 3x4 = 30-7-8 34-11-12 8-9-5 18-10-15 28-10-4 a0-0.0 33-10-0 41-11-10 50-0-0 8$5 10-1-10 9-11-5 1-1-12 3-2-8 1-1-12 6-11-14 8-0-6 10: LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP NO.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B3: 2x4 SP 240OF 2.OE, 84: 2x4 SP No.2 135: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W12,W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-24, 6-22, 7-23, 14-18, 8-22, 8-18, 22-24 FM,Tek recommends that Stabilizers and required oss bracing be installed during truss erection, in cordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2077/0-8-0 (min.0-2-7) 12 = 208910-8-0 (min.0-2-7) Max Horz 2 = 173(LC 17) Max Uplift 2 = 484(LC 12) 12 = 478(LC 13) Max Grav 2 = 2077(LC 1) 12 = 2089(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4683/2869, 3-4=-4349/2623, 4-5=-3398/2161, 5-6=-3321/2183, 6-7=-2995/1986, 7-8=-3021 /2011, 8-9=4475/2837, 9-10=-4362/2679, 10-11=-4493/2655, 11-12=-4584/2705 BOT CHORD 2-26=-2528/4294, 26-33=-2026/3657, Dead Load Defl. = 11/16 in ioI43 0-41, I14:0-3-8 Ed4eh CSI. 16:0-0-0 0-1-81, (18:04-4 Edgel, (22:0-4-0,0-2-81 DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.72 Vert(LL) 0.78 20 770 360 MT20 244/190 BC 0.78 Vert(CT) 1.50 20 401 240 WB 0.94 Horz(CT) 0.29 12 n/a n/a Matrix -MS Weight: 304 lb FT = 10% BOT CHORD 2-26=-2528/4294, 26-33=-2026/3657, 33-34=-2026/3657, 25-34=-2026/3657, 24-25=-2026/3657, 22-36=-1685/3395, 19-36=-1685/3395, 19-37=-1685/3395, 18-37=-1685/3395, 12-14=-2344/4163, 9-18=-322/372 WEBS 3-26=-423/478, 4-26=-190/586, 4-24=-760/641, 6-24=-92/275, 6-22=-644/544,22-23=0/280, 7-22=-1203/1923, 14-18=-2204/4020, 11-18=-227/262, 11-14=-411/372, 8-22=-1094/823, 8-18=-783/1330, 22-24=-1534/3037 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 lb uplift at joint 2 and 478 lb uplift at joint 12. LOAD CASE(S) Standard sl Pl Fria 9M r . r. t4 A I iJt' 8 >S YEt(fd i 6tN R : TERMS d [ u>iiiClc (1 luMells : plC& MEM I . V1.6t desiP '-in dui nFre on 'dfrbe t}Dlae Ili4 :as De iF d <Fe ltrE nt. ,a d 'tDD TPrMed p,;edbePold'q et gs nnrmr tact'. F be s: r Ns,Fe14 r bTDD.1 Mier TN, -,bet:p mN IFd dne 11iN,y An*pony T. Tombo P.E. e+.d dbf. 'i1 Wit* is tF t P !In d.tl tnt C"e FAbIFeE lert 6Idi FJeslr '.x;uhrtdAe id<.a D nd beif lA :Flea KI l q.YF dI DD ab didd db -F.I g1,Aa v,q, ,11d ek i, a1 jEaii.':h ei T $0083 t IkE a Do- sa: n[ssrFro-i cF bile iDP aN 1uP adq i-0Fs to Gif p(prP„a did bM erbca IXIPl13ks'11'i MSE[! c.de_x h d ox'dwt }F iGu.-tt..en sa ne, e,,'au dk tei.o,,gFx',t n. h.ln-e4"inood GF>aurdr_^F,.t, a si 44Si St. Lucie Blvd. E'Ewise dEfFeekrae9MFpeaeFFvNarlrdlPFr!:Fs .red ike Ue,,. ,m,aiben -, IDi„air d7p oE,;aer, Fri sips .h .nPlFerF ap a.d5,q. dii any rat.. as FrEm ded el is i-I Caprnght G lDId A-1 Ruof isnsses- Anthony T. Tomho lll: P.E. Reproduction of this do:ument, in nny loan i prohihiiiian ited without the WrittenpermfontAdRoofTrosses-Anthony T. Tomb III, P.f. Fart 1 Stec, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121750 WRCSS1 B Al2B Hip 1 1 Jab Reference (optional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:18 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-7xygJitY?McjWKwvBrDwOhZfilTCJ6LXjayugNyh?Gh 0 0 7-3-2 14-11-12 23-0-0 27-0-0 34-10-0 41-9-11 50-0-0 5 -0 0 1-0- 7-3-2 7-8-10 8-0 4 4-0-0 7-10-0 6-11-11 8-2-5 1-0- 5.00 F12 5x8 = 5x6 = 25 32 24 3J 23 22 20 1a ' 15 14 13 3x6 = 5x10 MT20HS= 4x12 = 6x10 = 16 3x6 = 7x8 — 4x8 = 4x8 = 2x4 II 3x4 = 2x4 II 7x10 MT20HS= 2x4 11 Dead Load Deff. = 9/16 in 21 o [4 o 11-3-13 23-0-0 2-7 -1 + 30-0-0 33-10-034-1% 41-9-11 50-0-0 11-3-13 11-8-3 4-0: 3-0-0 3-14 0] 6-11-11 8-2-5 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-0,Edge], [6:0-5-12,0-2-8], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [11:0-0-0,0-0-4], [13:0-3-8,Edge], [15:0-0-0,0-1-8], [17:0-7-0,0-4-12], 21:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.62 23-25 970 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 1.22 23-25 493 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except* B4: 2x4 SP No.2, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except" W609: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-23, 6-23, 7-22, 8-21, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2076/0-8-0 (min.0-2-7) 11 = 2087/0-8-0 (min.0-2-7) Max Horz 2 = 160(LC 17) Max Uplift 2 = 470(LC 12) 11 = 465(LC 13) Max Grav 2 = 2076(LC 1) 11 = 2087(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4537/2757, 3-4=-4137/2478, 4-5=-3974/2494, 5-6=-2959/1918, 6-7=-2939/1999, 7-8=-3290/2074, 8-9=-4424/2713, 9-10=-4568/2689, 10-1 1=-4561/2667 BOT CHORD 2-25=-2398/4148, 25-32=-1829/3423, 24-32=-1 829/3423, 24-33=-1 829/3423, BOT CHORD 2-25=-2398/4148, 25-32=-1829/3423, 24-32=-1829/3423, 24-33=-1829/3423, 23-33=-1829/3423, 18-21=-2156/4179, 18-34=-2156/4180, 17-34=-2155/4181, 11 - 1 3=-2303/4139, 8-17=-354/91 1 WEBS 3-25=-506/555, 5-25=-243/713, 5-23=-994/831,6-23=-127/295, 21-23=-1206/2688, 7-21=-485/902, 8-21=-1498/1019, 10-13=-464/403, 13-17=-2182/3958, 6-21=-333/806 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 2 and 465 lb uplift at joint 11. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 292 lb FT = 10% hem"ilnnr tlatat8rmk?!Me'iltJf: [i.'Si:S!"iatErs UkrdAiff 90^M1C!5S(J4JM,X"/7;n.) Co- ;RVIna;4Fr4d;ipp.,.d"s,6,tAFalxatkil?"Sk:rr ),.i,4; "41416uPLI _ti_8d .n:!'1'4, I,ee_;. Dels.Fik ria 99ei tr df i0@s.!F Mica ox<mr Pee. i4nr,.rsel hr rhlDD ta§e*dd. 4sc'Pns DesgeiFpFaE) <w,ldra 4roaeP;H=atln Fer lUD epresens It pfe caedlie Pral?tslnclen lyr gnsilitilr a:h lfs!co.'. tk sF}f /. .s Fop>7e1 Feri tDD awlr,.Ner t?-1 &d•ipt nsrnPFt I[t.l:<nC,nws,uldlih Anthony T. Tornbo iP, P.E. A dri:il `t 'gtif E fla! ' lililydy ]' tSF#b FE A .1 r+F @eft `n.; f itANeIE<ri :ndH I k' Ff etn„I 1"f a Too W u1Atl S d W rss.'s '!iaEx rtrgr.' MUNN a!r ad P s,n ITO 2 $0083 tkE t.7) uL2"tfa.. l.rt lDD >af txt and tF d4 tre kllit(urpawl Sdml tr n.ttl:PlffF.et F1'f td Sg(r. •sI rl.'np a'. m'd iF1Gf: rfi'E>.Pipe^S s, Tens: Sr.Ps#ii.S, Dt,itler.its,)P.-gi-7ivt €a3 Tre.a MdaAF^a::r tis 4451 St. Lucie Blvd. F1e.fse Id ra Et c aNactlgrefi aw! n u fitt t. dl par fs r . rid. lae fir..f i a.a3 elf:, tui..e Ca]m@.P;;aer. n T rs Sjs.x-ntiteer r m(a 14m. ,^II c»» SPt a anrP,.z 0ei t1 tTPN. Fort ?ieroe, FL 34946 Copyrightc,2016A-It*oolGusse's-Amhanyt.tomho111,P.L R.eprodonionofthisdocumentinnoyform, isprohibited aithcutthe vripen Fermi ssionhomAdRoofTressesAnthonvT.Tomb ill,It. Job Truss Truss Type Cty Ply RYAN HOMES / SEASIDE v1 WRCSS1 B A14B Hip 1 1 AGI21751JobReference (optional) mui i. o. izu s rvuv iz z0I / Print. 6.-Izu s Nov iz zu1 r mi I eK Industries, Inc. Tue Sep 4 14:24:19 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-b7WCX2uAmgka8UV51Yk9Yu6n7it92ZvhyEiSCgyll?Gg0066-6 12-9-11 19-0-0 26 6-0 31-0-0 35-0-0 41-5-3 50-0-0 5 -00 4- 6-0 4-0-0 6-5-3 8-6-13 1-0- 10 5. 00 F12 5x8 = 3x6 3x4 11 5x8 11 6 7 RrA II 24 4x6 3x6 = 3x6 = 5x8 = 9- 7-1 LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 61: 2x4 SP M 30, B3,B6: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2- 10-0 oc bracing: 16-18 6- 0-0 oc bracing: 7-22 10- 0-0 oc bracing: 22-23 WEBS 1 Row at midpt 4- 24, 6-22, 8-18 Fecommends that Stabilizers and requireacing beinstalledduringtrusserection, in nce with Stabilizer Installation guide REACTIONS. ( lb/size) 2 = 1307/0-8-0 (min. 0-1-9) 16 = 2567/0-3-8 (min.0-3-0) 12 = 292/0-8-0 (min. 0-1-8) Max Horz 2 = 133(LC 12) Max Uplift 2 = 330(LC 12) 16 = 468(LC 8) 12 = 154(LC 13) Max Grav 2 = 1319(LC 23) 16 = 2567(LC 1) 12 = 378(LC 24) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2653/1612, 3-4=-2342/1426, 4- 5=-1392/936, 5-l316/958, 6- 7=-813/649, 7-8=-810/641, 8- 9=-369/1121, 9-10=-506/1148, 10- 1 1=-528/1014, 11-12=-152/445 BOT CHORD 2- 26=-1346/2414, 26-33=-871/1803, 9- 4- CSI. TC 0.90 BC 0.73 WB 0.95 Matrix - MS 23 21 `u D 1716 16 l0 14 6x10 = 3x6 = 4x6 = 3x4 = 2x4 11 5x6 I 2x4 II 5x12 = 30- 0-0 33-10-035-0.0 41-5-3 DEFL. in (loc) I/defl L/d Vert( LL) 0.1814-32 >987 360 Vert( CT) -0.43 24-26 >968 240 Horz( CT) 0.06 16 n/a n/a BOT CHORD 2- 26=-1346/2414, 26-33=-871/1803, 33- 34=-871/1803, 25-34=-871/1803, 24- 25=-871/1803,23-24=-296/0, 19- 22=-120/344, 19-35=-120/344, 18- 35=-120/344,12-14=-375/176, 22- 23=0/284, 7-22=-437/379, 16- 18=-2509/1511,9-18=-306/364 WEBS 3- 26=-420/462, 4-26=-249/607, 4- 24=-778/653,6-24=-299/535, 22- 24=-314/1365, 11-18=-957/745, 11- 14=0/353, 6-22=-574/419, 8- 22=-725/1387, 8-18=-2030/1060, 14- 18=-291/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 pending. 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 330 lb uplift at joint 2, 468 lb uplift at joint 16 and 154 lb uplift at joint 12. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 4x6 = 50- 0-0 8- 6-13 -- PLATES GRIP MT20 244/190 Weight: 295 Ib FT = 10% tl , H - FI ,llEI A Oil--t Trigs 8 (u 1Tlccs umM, M . tarp:.:,MEM I V -df Inn i ead rrd ft. 1% 3e c )—if J['. t Atli fT. T .. I E Id k ia`a.e ' Dd At,, i t dd l tle TDD. m7 PFTExnrtdp: a sd dtfrt4 itD1 d-a d E:r DsI hci . i. en dtrE .,y r_d 'ND Epesel' .:,Pdtn lyd n:st in p 7dDt ar la f fr: IPE E:Pr sa p'• d 1DDWI N T..l. TekE -p wn,l hDx s 7dtlM Arl`hony T. Tombo P.E. ddor: -,5 !6 If -her I AtlDrd'Selx D*D Exr n ¢d Ee6pldi D I 't.uhrtdlulP,'a ;(udtl I 1'a. sd It I Ite9 1 dl DD ai s.fiell s dp la I.M. ;ett, hlldn tah se 1d !' trd 80083 IIhIeD !"R: IN C+9'Ir :li. EIF; TDD tNIN If (11 ap ail ffnl BfTaI(Etrpw slShc It 'M1EII Ir ltf-fIP9 ^f 'f d 6E P.,dn- a[J jP A:eia Tf Inln_'A•.;e;pEfi! pf [P>xa,..i'k. 1"S. DeilpnPf,l JP. ': _ipxtl CFa rR,a NAM1dI!14..(, .e<. is ldrinElaanepetdapnttrnfallrdlpn!'.n a<'rE£ tte .E Aj leer:, iCi trs lnaaLt,_gur, trr sst,s-npilEero af+imlrtp. 111r _.ist:ennreas ddaeA it TFI-1. 445E St. Lucie Blvd. ZtFort?ie;ce, FL 34946 CaprrigNCo101dA -I iauE isttssez-Ana4uny i. Tomb III: P.E. %eprodouine of llait Lorcment, in sny form,is prol i5iied witMut the kritten permissian brim k-I AQnf tresses8nthoDrf. k m6n III, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121752 WRCSSIB A156 Hip 1 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:20 2018 Page 1 I D: P42uXRd_Kj21 g P?afFS_28yAdrr-3K4akOvoX_sRIe4HJG F056fxH59knOuq BtR?kGyh?Gf 1-0 8-6-13 17-0-0 21-5-7 27-6-0 33-0-0 35-0-0 41-5-3 50-0-0 51-0 0- 8-6-13 8-5-3 4-5-7 6-0-10 5-6-0 2-0-0 6-53 8-6-13 -0- 5.00 12 5x6 = 3x6 = a 3x4 11 5x8 Dead Load DeFl. = 1/4 in 24 La 22 21 "17 16` — 14 2x4 II 4x6 = 6x10 = 3x6 — 4x6 — 4x6 = 4x6 = 4x6 = 3x8 MT20HSII 8x12 = 5x12 = 35-0-0 8-6-13 17-0-0 27-6-0 30-0-0 33-0-033-10-0 41-5-3 9-6-13 8-5-3 10-6-0 2-6-0 3-0.0 0-10.0 1-2-0 6-5-3 8-rr13 Plate Offsets (X Y)-- 5 0-3-0 0-2-4] 18 0-4-0 0-2-2] [19'0-3-12 0-2-8] [21:0-2-8 0-2-01 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 1.00 Vert(LL) 0.23 21-22 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.50 21-22 833 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 293 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 *Except* B3,136: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-1-0 oc bracing: 16-18 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 3-22, 6-19, 8-19, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1291/0-8-0 (min.0-1-9) 16 = 2660/0-3-8 (min. 0-3-2) 12 = 243/0-8-0 (min.0-1-8) Max Horz 2 = 120(LC 17) Max Uplift 2 = 315(LC 12) 16 = 506(LC 8) 12 = 156(LC 13) Max Grav 2 = 1308(LC 23) 16 = 2660(LC 1) 12 = 327(LC 24) FORCES. (lb) Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2555/1494, 3-4=-1608/956, 4-5=-1497/986, 5-6=-1385/1002, 6-7=-700/528, 7-8=-709/528, 8-9=-454/1255, 9-10=-570/1302, 10-11=-585/1168,11-12=-102/579 BOT CHORD 2-24=-1211 /2308, 23-24=-1211 /2308, 22-23=-1211/2308,19-31=-520/604, BOT CHORD 2-24=-1211/2308,23-24=-1211/2308, 22-23=-1211 /2308, 19-31=-520/604, 31-32=-520/604,18-32=-520/604, 12-14=-498/217, 19-21=0/312, 7-19=-387/349, 16-18=-2602/1512, 9-18=-247/298 WEBS 3-24=0/351, 3-22=-1006/798, 5-22=-30/324, 6-19=-798/556, 11-18=-987/758, 11-14=-3/369, 8-19=-896/1721,8-18=-2023/1039, 19-22=-395/1090, 6-22=-160/318, 14-18=-418/164 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2, 506 lb uplift at joint 16 and 156 lb uplift at joint 12. LOAD CASE(S) Standard dl.aiq tievtari "11.1y ,".1,a dI IMF[ 3'S i111% 6FEW TEN 8C fATINQ'lr1 AU,' (YCW MEX Imo W4 hi;e Faaudns aad ^i a7n as lh i; 3e eh at JOV,, am N 16.f1 hu'. FE.tI a:e Ueo'tt4r, —Ili - tAer ie dtivtk TOO, sag 1F' ie's oe vrtce.,atf laced he at TID tox*rill. Rs 11., hp€curare ,`p.1111y Fedx ;,ri t!d n nt TOO UP ISM' en art"a' A he Fealltlood eq ._er rlynfltlata De Itsp ! lk s,In, last On 14 v, 1, TOO nAr, a.A" it'll 11l e.iga nsrepe I'Mog 1110I.Sr Anthony T. T,mb3 TIT, P.E. rdssedMs 1' aru. tulRgtlu'up-WflyAt."N., & 0C "'f-atrAean1.11,Dsgee,a':x vtW0at K 1.1 ad tit 1.6 e-'.r.-Iv K1. p, dl DD u,/e.i it Ate. .nl rsk.i.rq shtlA ak td'. pa 'hd :: 80083 IkE- d: 0es fx (,af'rCat.. t .rt@e iDD aM!F:,A.tad ga/f sfp tldag[ce pmnidttina ena 6ClFd ksc riff and N,i arrd 'a gea a..Sm.iF.iGeSrs kr.e,F[^;saJl.nd.sa"1..1.s:Dl.ip,1, n.le. s.aDme a7 Cre.. Mzulv^e: ,ue 44515t. Lucie Blvd. e} wise 11telet,v.eMmepl cenlxr'fgt!dlFm_Et 7vv eea. rzerle.,.l..ajaei,§tt:3x 9aF.e:_yx vitas s;t:-m yiv.ara-m, l.u5a}Ii m-s?c emnrcet ddael tairFL Fort Pierce, FL 34946 CoPytight( 02016AIRaotitussez-AnthonyT.Tomho111,pJ. Reprodudianofthisdotsment,inanyform,itpmhi6hedwithoutthewrittenpermissionhomA-1RoofTrusses-Anthony1.iomholll,P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSiB A16B Roof Special 1 1 Af7121753 Job Reference o tional 11 BIIn. o. Icv s r{ov Iz zu I r ml I eK mous[nes, Inc. [ ue Sep 4 14:24:21 2018 Pagel I D: P42uXRd_Kj21 gP?afFS_28yAdrr-XWeyykwQlH?I NnftJszmdeJ B69Wj WSO_PXBZH iyn?Ge008-6-13 15-0-0 21-10-1 28-8-2 31-10-1 35-0-0 41-5-3 50-0-0 51-0 00- 8-6-13 6-5-3 6-10-1 6-10-1 3-1-15 3-1-15 6-5-3 8-6-13 0- 5.00 12 5x8 = 5x6 = 5x8 = Dead Load Defl. = 1/4 in J 24 -- "- 22 21 "' "" `"' 17 16 " 14 4x6 = 2x4 II 4x8 = 7x10 = 4x6 = 4x6 = 2x4 11 3x8 MT20HS I 5x12 = 8-6-13 21-10-1 28-8-2 0-0 33-10-0 -0 0 41-5-3 6-10-1 6-10-'11 -3-14 3- 00-0 -2- 6-5-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.23 25-28 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.41 25-28 999 240 MT20HS 187/143BCLL0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 291 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 *Except* 135: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-1-0 oc bracing: 16-18 WEBS 1 Row at midpt 5-22, 8-18, 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1274/0-8-0 (min. 0-1-8) 16 = 2681/0-3-8 (min.0-3-3) 12 = 215/0-8-0 (min.0-1-8) Max Horz 2 = 127(LC 12) Max Uplift 2 = 368(LC 12) 16 = 568(LC 12) 12 = 145(LC 13) Max Grav 2 = 1288(LC 23) 16 = 2681(LC 1) 12 = 393(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2498/1442, 3-4=-1717/1051, 4-5=-1629/1074, 5-6=-1290/914, 6-7=-445/367, 7-8=-532/461, 8-9=-521/1353, 9-10=-644/1389, 10-11=-667/1255, 11-12=-215/655 BOT CHORD 2-25=-1156/2233, 24-25=-1156/2233, 23-24=-599/1514, 23-32=-599/1514, 22-32=-599/1514, 19-33=-353/516, BOT CHORD 2-25=-1156/2233, 24-25=-1156/2233, LOAD CASE(S) 23-24=-599/1514, 23-32=-599/1514, Standard 22-32=-599/1514, 19-33=-353/516, 33-34=-353/516, 18-34=-353/516, 12-14=-569/283, 16-18=-2623/1575, 9-18=-287/336 WEBS 3-25=0/335, 3-24=-834/648, 5-24=-237/533, 5-22=-326/204, 6-22=-3/338, 19-22=-453/1264, 7-19=-477/438, 8-19=-944/1606, 8-18=-2127/1127, 11-18=-1002/770, 11-14=-13/378, 6-19=-1098/691, 14-18=494/225 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 2, 568 lb uplift at joint 16 and 145 lb uplift at joint 12. qPl ,e tlu HK i-_[x'Ali]C. tr_S-'itEEr"fi[KII-lIMSB(t 011irif1 FuM:"IYWI i.9G1"KEN f .Ye.d!-;P m.is d i Bfsutnl }e )-1[.: trs It AeNcxl l.i B; PEId cl,;: Usles-Ntxr estBfl de lDP. aI; N IF%CB .Ipee B9 d W [& DD I It t 4 4 1 ns De t}a o sx Iry Eq ;.9 BI n iDD 1 Kf B or f ({ 9 K s B K x: r P t1Dt t. It yE d f F 6 'd tle iDD order id ! i, IB"Sp—may 0:40K Cx to aK Ir I 1?-1` 9e c s B of N .. ea c{ CU 1Bi1Df B Bd in I [, E 5I I '1 of art JI DD ,4 ilea s BfA -,I wxlai. ,rtlB[e. g11K BBBG aK ef Y,B:.h ei Anthony T. Tombo -L, P.E. Ik [ a D v: n Lew ale > or IN I'd Ix Ird a r I s t It P If [ (Ba Ra+wt sg tr lax xn eC 1 i PEsk B i sM 1[! ef.ere `a p a r'a iF i k,m_ f re;p s t fie_ u, as t9a1 xs: DlsigFer,1 s }e.'.g spxerenf ru•, Ka At:av, Bees. + 80083 BtEwfeMira 1po Baal Bxed B.,i-Inq ly dl pr.:s, IeL{aelrrzs:emEoll—:aICT N 1.4,3 e,per. Brlts Sr—.Bln.cr e. wII,11h;Ahrp,e:B-eas ere as adA IB IN 1. 44515t. bide Blvd. Fort Pierce, FL 34946 topprightCtB7DIbA-tP,tatGesses-dntkanyf.Tom6nIIhP.E. ReprodneianohhisdDfement,inany tarm,i>propibhedwithoDithewritleDpermissionfirm F-IEeotlrnsses-AntF.unri.iomblll,p.t. Job ' Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121754 WRCSS1 B 4,B01 G ROOF SPECIAL GIRDER 1 2 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:22 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-?iCK94w33b79?xEgQh HsAXklJvsjFvr7eBw6p9yh?Gd 36-8-0 1-0-0 5-10.3 9-4-0 11-8-0 17-0-11 22-7-3 1 28-0.12 31-10-1 I 31, 1 3 -1 1-0- 5-10.3 3-5-13 24-0 54-11 5-6-7 5-5-9 1 3-9-5 1 3-1-15 0-7 4 1-0-12 5x6 = 2x4 I I Dead Load Defl. = 7/16 in 4xfi 12 2x4 = 27 LO 25 00 ov 24 o0 23 " 5x10 = 18 17 16 4x6 = 4x8 = 5x8 4x8 = 7x8 = 4x6 II 2x4 II 7x14 MT20HS= 2x4 11 94-0 94-0 17-0-11 7-8-11 22-7-3 5-6-7 28-0-12 5-5-9 35-(BB-74 30-0-0 3t-10-133-10-35- - 2 1-114 1-10.1 1 t1-IS0 -2- 0-1-12 0-58 Plate Offsets (X Y)-- 9:0-5-12,0-4-0] [12:0-2-4,0-2-0] 21-.0-10-4 0-3-12] [23:0-3-0 0-0-8] [24:0-3-8 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.45 24-25 943 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.84 24-25 502 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.19 17 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 517 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2, B3: 2x4 SP M 30 B5: 2x4 SP No.3, B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W8,W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 6-0-0 oc bracing: 9-11 10-0-0 oc bracing: 21-23 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 17-19 REACTIONS. (lb/size) 2 = 2336/0-8-0 (min. 0-1-8) 17 = 2810/0-3-8 (min.0-1-11) Max Horz 2 = 359(LC 5) Max Uplift 2 = 662(LC 8) 17 = 740(LC 8) Max Grav 2 = 2336(LC 1) 17 = 2810(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5359/1544, 3-4=-5081/1440, 4-5=-5050/1445, 5-6=-9538/2709, 6-30=-9538/2709,7-30=-9538/2709, 7-8=-9230/2675, 8-31=-9224/2671, 31-32=-9235/2673, 9-32=-9240/2675, 21-23=0/307, 9-21 =-420/1843, 12-13=-1355/458,14-16=-264/103 BOT CHORD 2-27=-1594/4917, 26-27=-2211/7322, 25-26=-2211 /7322, 25-33=-2591 /9009, 33-34=-2591/9009,24-34=-2591/9009, 24-35=-338/1214, 35-36=-338/1214, 23-36=-338/1214, 20-21 =-2551/9420, BOT CHORD 2-27=-1594/4917, 26-27=-2211/7322, 25-26=-2211 /7322, 25-33=-2591 /9009, 33-34=-2591 /9009, 24-34=-2591 /9009, 24-35=-338/1214, 35-36=-338/1214, 23-36=-338/1214, 20-21=-2551/9420, 17-19=-2514/657,13-19=-2484/660 WEBS 3-27=-319/218,4-27=-1007/3671, 5-27=-4248/1265, 5-25=-782/2512, 6-25=-377/211, 7-25=-230/604, 7-24=-777/439, 7-21=-229/419, 12-20=-572/1886, 13-20=-628/2395, 9-12=-1912/562, 9-20=-9143/2583, 21-24=-2292/7929 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 662 lb uplift at joint 2 and 740 lb uplift at joint 17. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 123 lb up at 20-8-12, 163 lb down and 123 lb up at 22-8-12, and 163 lb down and 123 lb up at 24-8-12, and 163 lb down and 117 lb up at 26-8-12 on top chord, and 1332 lb down and 400 lb up at 18-8-12, 88 lb down at 20-8-12, 88 lb down at 22-8-12, and 88 lb down at 24-8-12, and 88 lb down at 26-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-32=-60, 9-32=-20, 10-11=-60, 11-12=-60, 12-14=-60, 14-15=-60, 2-22=-20, 19-21=-20, 17-18=-20, 16-17=-20 Concentrated Loads (lb) Vert: 24=-71(F) 7=-123(F) 30=-123(F) 31=-123(F) 32=-1 23(F) 33=-1 332(F) 34=-71(F) 35=-71(F) 36=-71(F) tmg dhl:.$."IMF r?!nw III%I IN, I SiBi'i1111r,0M LENS d0.I11U1 OSIDM "`1;kX4CKc.'XEX- hr, Yedr MirtpwtnttZE trs tal rtd styes at t'a,he•s Jt-as7 ovhl;flKQ trsk dNxPi. ica:§a_, P11I ext'!;: ,'t:t ;-Udts: utMwise nttd tnritIDU,aty hiat—!tn FEe,sS ll.n1-,dhr0,113 la%,tll(1!0-U¢Slrtf,d—.?e 111V 119eR.R. S!d It ttv 11i8'P's'NS v it.e:-dig,(rat?SSItICIIkI F.tFf_Sptlti11 A{'t. ht iNle kSl9 0,5svloldif III WF,Ani?I-I. :lf f?S:p1 .S31A1p11 ?:tlCitlN!St ltl, And -cony T. TDmbo 1T_, a,E. d s tt'2si i. rralfitp is tat p lilU A. 7 or Itt Caststx r€ #ri r 6nI1 apes S<* 'tie tnati li'.'1.'! dh I F: e E 3I?1. ll t;- t efl UU d t I id std6 . i, .1 ra k.d; ,t yt bllet t# n eal ras htf < 80083 te t ! yDts e x ea 4e`tQs^.. ,'.ri lDU wimp rtt fpt/1 (t9 Bt1G y(ctp on>dl i. t En B{ rpvH sksa+t l'I ad SlfA .,el x! ht 9t t>g'dt 1P Itto ri? e,p,sa fitst U-fr.n YY. i.. S. Dsiiptw,i r_.9e. rsgiren a4lm,, baault.:. .t 4451 St. Lucie Blvd. t§e.se ddittt lrazarta tgitt6pet it rrltiq IF clt pro r+..re4 uern :,.t, m.n!eelr s91t aBt.3ad..e:.gner1Nsssr',o-r—i Faa9.dot7aw a?e:t.wtreudetael7ain-1 Fort Pleree, FL 34946 Copyright 17DI8A-1RnolGussez-Anthony T.TomimIII: P.E. Reprodurtionofthisdomment,innnyform,isprohibitedwithoutthewittenpermissionhomA-I Roof Tresses AnthonyT.TombeIII, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSiB B02 Roof Special 1 1 A0121755 Job Reference o tional t. 1< <V 1 f Ault. 0. azu s IVOV iz zu i E Mi i ex inoustnes, Inc. I ue Sep 4 14:24:22 2018 Pagel ID: P42uXRd_Kj21 gP?afFS_28yAdrr-?iCK94w33b79?xEgQh HsAXkKZvth Fyw7eBw6p9yFS?Gd 36-8-01-0- 9tto, 15-6-0 21-10-4 28-0-12 31-1039-1 35-0-0 3 -70. 9-0.0 6-6-0 6-4-4 6-2-8 1-0-12 5x6 = 2x4 11 Dead Load Defl. = 5/16 in 4x6 10 3x6 = 2b — 23 22 21 `V 5x8 = 16 15 14 3x4 = 4x6 = 3x6 = 6x8 = 3x4 11 3x4 11 1.5x4 11 8x8 = 7 3129-0-0 15-6-0 21-10-0 28-0-72 30-0.0 31-10-1 33-10-0 5-0- 9-0-0 6$-0 6-0-4 6-2-8 1-11-4 1-10.1 1-11-151-2- 0-1-12 Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.32 22-23 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.54 22-23 784 240 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.17 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 231 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Except: 6-0-0 oc bracing: 7-9 10-0-0 oc bracing: 19-21 BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. Except: 4-7-0 oc bracing: 15-17 WEBS 1 Row at midpt 19-22, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1470/0-8-0 (min. 0-1-12) 15 = 1583/0-3-8 (min. 0-1-14) Max Horz 2 = 327(LC 9) Max Uplift 2 = 417(LC 12) 15 = 389(LC 12) Max Grav 2 = 1470(LC 1) 15 = 1583(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2887/1747, 3-4=-2602/1723, 4-5=-3153/2196, 5-6=-3153/2196, 6-29=-3181 /2433, 7-29=-3185/2432, 7-19=-318/730, 7-9=-202/440, 10-11=-721 /646 BOT CHORD 2-25=-1804/2578, 24-25=-2104/3272, BOT CHORD 2-25=-1804/2578, 24-25=-2104/3272, 23-24=-2104/3272, 22-23=-2104/3272, 18-19=-2135/3190,15-17=-1389/937, 11-17=-1355/948 WEBS 3-25=-250/649, 4-25=-781/529, 6-22=-313/389, 19-22=-1864/2964, 10-18=-652/774, 7-10=-914/687, 7-18=-3139/2384, 11-18=-729/1237 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 36-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 417 lb uplift at joint 2 and 389 lb uplift at joint 15. LOAD CASE(S) Standard IF, me toEDr,. d( F1iIL'()RJN'. ,IRJ [ACi MfM. INa'. Y ify!,i; iu a 1 drM9 ds fu l.E )! F)f y lE nIk Atlllkf l.1 .....tE lel f ! u3.. Udes 16" a001 1, TOD. oo? MT' rxrl jeep ail sel to hx l)D lax I'1.1 l;rrssD Fpttv 7. S tt Ee ,n r_tl IPD. gre cots Fr u:F »s Ft1#pal d x: r sr 11Al:arh Its:®!ett ,eT t,s ay 7.l tr Me iDD I, Mer131. :k I} ass agr '.I N.F^ nMn s aaliuq An*bony T. Tornba 117 P.E. daa:sl h ernli: F- rersr blm f'x 7«a tla (' I.'tEF » i' rlEieFD 1 hrtdfi lY d ::,vdh If E .NEv r31 l H. F dr DD ba fiell dta .( -,b nRd:r}. rtarE, alt let EGa t: ',>I } hA 80083 rtFitE7 :ag CtrtC '!re tFx TDD al r. i' a 3}+ii s la9 p'Iti 1( P n dl i: n IXrytt FE, pr 1'i sd N ein-.sw `w} ', ',Sac TF 1et:E. K..e;pEt:sa nesFK ea:.s t"! 7 s.DetilFx',In,)e:Ds.a}iaeersai lre., paedt.CF,.r, u. e:; - e3er.tlldiaHE(¢,a9rm apedaleFi xrr; ey a.dlrar:fs' N. iae ire.,.E a,al Beer ,BUl etxla}.e, Faer.. Frl s4v.'E-.gie.era afa.19a1. [IlcsE :. alFt a, trl as SelaN is rril. 14515t. Lucie Blvd. CFort P erce, FL 34946 prrighl a 291i d-I YcaE Anthony f. Tomba II6 P.E. REprodu0ius o(this:orument, in any without the written permission from Ad Roof trusses - Faihonv T. k mEo lll, P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121756 WRCSS1B. B03 Roof Special 1 1 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:23 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-TvmjN PxhgvFOc5ps_Op5jkH VjJCL_M3GtrgfLbyh?Gc 36-8-0 6-10-1 11-0-0 16-40 21-" 2,8 12 31-1%1 35-0-0 3 -7 6-1a1 4-1-15 5-4-0 5-2-4 6-&8 3-0-5 3-1-15 -7j4 1-0-12 5x6 = 2x4 I I Dead Load Dell. = 318 in 4x6 11 3x6 = 25 23 22 4x8 = t7 16 15 3x6 3x8 = 4x6 = 7x8 = 2x4 11 3x4 11 8x8 = 7 3 --1 11-0-0 21-6-4 28-0-12 3I0-0-O31-10-133-10-0 5-4Q 11-0-0 10-6-4 6-6-8 1-11-4 1-10-1 1-11-1s 1-2- 0-1-12 Plate Offsets (X,Y)-- [2:0-0-2 Edge] [4:0-3-0 0-2-4] [870-5-12 0-4-0] [11 0-2-4 0-2-0][20:0-5-12 0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.26 25-28 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.61 25-28 >684 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 236 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Except: 6-0-0 oc bracing:8-10 10-0-0 oc bracing:20-22 BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. Except: 4-6-0 oc bracing: 16-18 WEBS 1 Row at midpt 20-23, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1470/0-8-0 (min. 0-1-12) 16 = 1583/0-3-8 (min.0-1-14) Max Horz 2 = 331(LC 9) Max Uplift 2 = 417(LC 12) 16 = 389(LC 12) Max Grav 2 = 1470(LC 1) 16 = 1583(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2987/1886, 3-4=-2610/1641, 4-5=-2373/1570, 5-6=-2604/1810, 6-7=-2407/1855, 7-29=-2409/1850, 8-29=-2414/1849, 8-20=-306/712, 8-10=-200/430, 11-12=-721/652 BOT CHORD 2-25=-2010/2720, 24-25=-1815/2673, 23-24=-1815/2673, 19-20=-1572/2409, 16-18=-1390/942, 12-18=-1355/952 WEBS 3-25=-439/461,4-25=-399/747, WEBS 3-25=-439/461, 4-25=-399/747, 5-25=-403/379,6-23=-184/296, 20-23=-1583/2469, 11-19=-561/643, 8-11=-824/645, 8-19=-2436/1883, 12-19=-733/1235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 36-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 2 and 389 lb uplift at joint 16. LOAD CASE(S) Standard W4•a gr-fleuth arrd, r.i s tk A -I f)f. [iiS i StEIEfS ETR3.L iffMS a ("M:XiICis CJSUM i_l ,.rii07-G,MEX" bm. 1er 5r;a raaadeo ead rzad edas atta.l• =3) ie Drawinr;[[ tM Ifu Adfuf 1:1raF3a .:, rf fd•raxt 5!K :=`aye s ,. Ddsl Fttcw;e:tdtd rthr IDD, at '. ZEMiTek— ulu fos3,j- I s:ad he tG Ten M n 44 Asa ans Desirs hu7Ft p c Jln! Eero—., Ma TOD.Weseds to ueep+-901reakssixdrrsxt:lFi.sfre3ifilXr'a•hrdes:rna kt se.eT.rsetg'14 rehe TDD ath. aada i?FI. S&es'ra nlrarsiu Ito@1<ndnn5."odilon Anthony T. T^t'1E0 TI<, P.E. e° S 3 dM:3t 4 tt'r F Ih r -Xl rd e7 IkC" saa^e k X>fistheXale FD r :.t.aorndtilR`:M .S: di bf h 6'.':1 31r I.'laq dlhe.DD M arhtld S dh all IrGanksi. ^.a:'qF fiAtn atF r ad poi h f Z 30083 IkE e:. h. aLa^rc'.. ,a as 'a ixlDDaNI f dr d4 s Itf In'16"( F nsdhida.hdie IN)rrtf W }T1 dSKArt..d 7nng 1 a4Tt-Ite-w-iaaeotrsr.:fit e:;.sai.l ssDts3eerT..3,spFq—cadTa.,Malyla+.i.a::es 4451 St. Lucie Blvd. t'te' wlse ldaeeye mce ay>telr, tacaD er lx dl far rs lra.-fei To,Tro.. Mr.:(teer-_10Tsr,ad;eg.,tsFaer,erU seis.x_y ru s:'mYatsar fll m..sa.tsa3 arF ns11ne1hiP61_ Fort Pierce, FL 334946 Copyright0a2016A-I Roof bosses- Anthony T.TomboIII, P.E.&eprodurtionofthisdownrent,inany form, isProhibited wifheutthe writtenpermission hoot A-IP,aofTtosses- Anthony T.TomboIII, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSi B B04 Roof Special 1 1 A0121757 Job Reference o tional - r.a u. o. l cv s rvuv lz zu l r Ivll i eK mauslnes, Inc. I ue Sep 4 14:24:24 2018 Pagel ID:P42uXRd_Kj21 gP?afFS_28yAdrr-y5K5alyJbCNtEF02Y5KKFypdZjWfjrMQ6VPDt1 ytf?Gb 36-8-07-7-12 13-0-0 214) 28-0.12 30-0-0 31-10.1 35-0-0 3 -7 7-7-12 5-4-4 8-0-5 7_,) 1-11-0 1-10-1 3-1-15 -7-4 1-0-12 5x8 = 2x4 I I Dead Load Defl. = 114 in 8x8 = 8 4x6 nva — 1s z2 -- —" 20 19 "' 4x8 = 14 13 12 1.5x4 II 3x8 = 4x6 = 3x6 = 6z6 = 3x4 11 3x4 11 8x8 = 3 7 7-7-12 13-0-0 21-0-5 278012 30-0-0 31-10-1 3I3-10,0 5A7-7-12 8-0-5 7-0-7 1-11-4 1-10-1 1-11-15 1-2- 0-1-12 0-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25- 0 TC 0.92 Vert(LL) 0.20 20-22 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.40 20-22 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.13 13 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 No.2 *Except* B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 10-0-0 oc bracing: 17-19 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-22, 17-20, 6-16, 5-17 FM',Tek recommends that Stabilizers and required oss bracing be installed during truss erection, in cordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 146510-8-0 (min. 0-1-12) 13 = 1563/0-3-8 (min. 0-1-14) Max Horz 2 = 323(LC 9) Max Uplift 2 = 414(LC 12) 13 = 363(LC 12) Max Grav 2 = 1465(LC 1) 13 = 1563(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3000/1741, 3-4=-2374/1454, 4-5=-2139/1405, 5-6=-1906/1227, 6-17=-329/736, 8-9=-711/547 BOT CHORD 2-23=-1935/2703, 22-23=-1935/2703, 21-22=-1468/2249, 21-27=-1468/2249, 20-27=-1468/2249,16-17=-1171/1898, 13-15=-1373/898, 9-15=-1337/908 WEBS 3-23=0/267, 3-22=-672/535, WEBS 3-23=0/267, 3-22=-672/535, 4-22=-238/568, 5-20=-180/303, 17-20=-1394/2124,8-16=-329/490, 6-8=-729/516, 6-16=-1954/1157, 9-16=-691/1218, 5-17=-423/278 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) and C-C Exterior(2) -1-0-0 to 36-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 414 lb uplift at joint 2 and 363 lb uplift at joint 13. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 239 Ib FT = 10% 6 _1-P asP tlu ntt! _t,e% ]C.O S'iEltEk tbER-I PEdRSB(k/CYs Ig rraiil Y1Cd ikEM Iws-Y.Aj hlid 1p Ins 14 redN t E- hs. ) qW, as k Adf P 1A;5; if fete E. ae--Ills-thr JMy .tle iDD, «.hfMiez<anaai 1€:e ss1 ,. a,edfar tEe E)Drox and 4 a)ns Des) Eayseee 1. < It Nurh a sal ar RID pes f ne as.e of 1411 nold ap'riq yeaslia xr roef w. c. tfxserei se dl/ fir PDDs i,.4 IN k ,P nsnlf - hill br siiclilidsedst. s!4 a 6 Il av is taer 1 bla.0N 7x tF ilrscem Es nI flat lddiaD /a: ,SOl.tl dis It',, it. aed nel NE :: :rfra !e l le y- n. el lae'DD asl-Nil eft s.'a.b .R:.9,. nine, stllal aft C, sl.. ,. e. Anti1o11y T. To a 1 P a o-ert < 80083 rkddI) 'R!WESW GCS-. :P {UEfill 1DDW N 131 .1 dI 1 to 9.4f CGIf1,ln n tpf IjIWrilll 6EI1EI SET 111 tdtEi rd d*je ]8:dyq( I ICF-Ff'E?;4.[S4_IiIS LES e1Y:i?50ts?1',Pe:pmi5,)P.S,A i).H EAf PI ,, Ndtelt. _.I Ztete-ill flN Eps eA in spell wwaaaxnny 11611Mli ,-fret tat Ua,,.x m,alncer., lui:a dxdag.E;:laer,xirs 7i.x.ndlr.er s-s15affiy. t'I IOS_...Y•btrss usas ddaei-s PP6L 4451 St. Lucie Blvd. foPl right Ccr 7DI d A -I f(aof hussez Anthony 1. iom6a III,P.t. Reproduction o(ibis dommenL in nay farm, is ptohi6iled witherrt the Witteo ptrmam.S is>iantr-1 Rao(itusses - Anthony T, km6a 111, P.I. Fort Pierce, FL 34946 Job P Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0121758 WRCSSIB-k C01B Half Hip Girder 1 1 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:24 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-y5K5alyJbCNtE F02Y5KKFypcejYljtRQ6VPDt1 yh?Gb 1-0-0 7-0-0 11-0-14 15-1-12 1-0-0 7-0-0 4-0-14 4-0-14 I.0" 11 vz0 — 3x4 — 7-0-0 11-0-14 15-1-12 7-0-0 4-0-14 4-0-14 Plate Offsets (X Y)-- j3:0-5-0 0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.11 8-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.20 8-11 894 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1302/0-3-8 (min.0-1-9) 2 = 1122/0-8-0 (min. 0-1-8) Max Horz 2 = 141(LC 8) Max Uplift 6 = 379(LC 5) 2 = 318(LC 8) Max Grav 6 = 1302(LC 1) 2 = 1122(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2144/582, 3-12=-1450/426, 4-12=-1450/426, 4-13=-1450/426, 5-13=-1450/426, 5-6=-1225/402 BOT CHORD 2-8=-582/1913, 8-14=-583/1941, 7-14=-583/1941 WEBS 3-8=-13/647, 3-7=-608/222, 4-7=-516/324, 5-7=-523/1776 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; 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 379 lb uplift at joint 6 and 318 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 240 lb up at 7-0-0, 123 lb down and 123 lb up at 9-0-12, and 123 lb down and 123 lb up at 11-0-12, and 123 lb down and 123 lb up at 13-0-12 on top chord, and 383 lb down and 73 lb up at 7-0-0, 88 lb down at 9-0-12, and 88 Ib down at 11-0-12, and 88 lb down at 13-0-12 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, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-201 (B) 8=-383(B) 4=-1 23(B) 7=-71 (B) 12=-123(B)13=-123(B) 14=-71(B) 15=-71(B) ead Load Defl. = 1/8 in 3x6 I I PLATES GRIP MT20 244/190 Weight: 73 lb FT = 10% e aieg nese tlmaapNt rwlrwtie'IIOt_ n' ST[[rS 6d1L'2H1958[u,ilINSOSE aH1;.,.AiGd_D,dttrfmm. vHtdeupetwamdas eafrld.»ilea.las<sl»i Jmciy tfN a IN hf-fl.i[a1a3,rE gdaear@ra:ar .. Udss dkerv e add es da IDD saN d!'itv:weebrgse,,4m,E?ased 6r Hx i)pla n nlii. 6se'rdu Design fi,x ,- <.e tHtf ucer.;n sed near TDD egresedsn ertw..:cdiAepafessind ex'. ecr-synsililHt s.. tat aesa.e!mt,.eep,asc:0d,1 ale IDD oaf!. naer1r-t Gc.;lpn vsvrtpon Ice:c,.eennn..senelilHr Anthony T. Tombo 1IT, P.E. e andtiisl 4 »e Fuld-apisi p 6IMd^e9 tF Crraax we ie:t gild-¢p y ...uhaidb lR`.n '.0 dMe brx Et'. in;d 3f l. lrtt=e n.dix.DO wad eari it dd rss.i gFAfsg re:»ge nt lidin eGr sd. r.µaxa hd 801783 Nt [, 97 :gae nCex ea.n n a :-a lke ipD»dfeg r adp Id s Ite GldnpCw n nid ri a. cn ttl. p t[sG"r 1>f nl g( r>.;d rel4r ge sn3r9m iF.l k.ir;'!e.<e.a^na tes nrf;estiat as: Desipenl _.7es ¢: a>i cxDlre,, NaaAa:'e.r.wess. A451 St. Lucie Blvd. fkrrst ldln l»c aHMaparada nn,re ap ardlyar rsa.rM.[vlrr,.e.npnem;iLi"a taAag.e,-pees ales4i aura cra ®ta•idiy. dii,p:a >d-.a esddse17a i11-I. Fort Pierce, FL 34946 CopyrightC,2D16A-1RoofGosses Amhonyh.Tombo111,P.I. Reproduction of this domment,inany form, isprohrbitedwithomthewritten permission from A-IRoofTrusses-AnthanrT.Tnmbolll,P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSI B CO2B Half Hip 1 1 A0121759 Job Reference o tional mun. a. izu s Nov -iz [Ul t rnnu O.lZU S NOV 12 2u11 MI I ek Industries, Inc. Tue Sep 4 14:24:25 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-QHtTn5zxM W VjsPzF5prZo9Mt36vlSN WZK99mQTyfi?Ga 1-0-0 9-0-0 15-1-12 1-0-0 9-0-0 6-1-12 5x6 = 3x4 = Dead Load Defl. = 1/4 in 4x4 = sxa = 1.5x4 I 15-1-12 6-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.27 6-9 668 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.42 6-9 433 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 68 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. MiTek recommends that Stabilizers an errection, quired cross bracing be installed during truss inaccordancewithStabilizerInstallatione. REACTIONS. (lb/size) 5 = 598/0-3-8 (min.0-1-8) 2 = 662/0-8-0 (min. 0-1-8) Max Horz 2 = 178(LC 12) Max Uplift 5 = 160(LC 9) 2 = 161(LC 12) Max Grav 5 = 598(LC 1) 2 = 662(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-801/401, 3-4=-666/468, 4-5=-575/441 BOT CHORD 2-6=-480/674 WEBS 3-6=-193/313,4-6=-547/775 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) 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 160 lb uplift at joint 5 and 161 lb uplift at joint 2. LOAD CASE(S) Standard 4 -ry-rle Rer rH _Gu'A137C. R S'irttf0."A E.R 1'rR6tS d(EGTCa9(]i'M'snY :fAru,NEM 1 Yrtte NS al 4 4I 1a 1.- G:c A»y'(C. t4 iN Rrt! rll rE IA 1!'-a.en Gel R. ESIs14 H TGG, se..y Mil Ft aE't 153 4ftIR i)Gt % rf/ A-[ G 11 EA 16tN'. G"E H 9 rf u /aG 6 eM5 [(F' t[i 1! r 15SI194G -F E p Slllitr i'I! dF44It ik b Ft SE'$'i=d Rt TG[ie l4 4d T..1. i?}F 'l1] enpr ee. bm o7 eErti E„seila!!liry N 0It f: s a e If c suer sr Glib rf.s7v RFC sE:-• Ec e1 !! Bu dDFO 9 t refh x S: zedM I at i,' ed¢a r.t l e E :s11 GO i teN rfhe.r st :t rz krl s AtiChOny T F tr!b iI<, P.E. c ryE. noel t 9el ;sowsIrEe € a'srsEECL9'ifW e F de TO adi: Pon-adGedl slitaleg[cf.'Adti:.. t B(Iplfkxi>rtr'14IEA In 4gtaea Aai TF16.m:ti•c: sE ie-EeGhairs0VI.sGu!px.tss.k-ps.agia:er.14-4aa(e^Ee!, 4g51St.Lurie6vd. et aedefitelro aa•m a t4 ape9 srri'itl lr dlpN':u Hred [aelra,.F .ryrfce ,3Gi ^xt d gMlpEr. Eri sF a yt.er Ada Gdtni. :Il ep 'ESe, m, tress drf 4It 1111. A4 Pierce, L ci 61vd. CopyrightCa2016A-IRnalLasses- Whanyi.tombollLRl Reprodraian ohhis dotnmert,inany lorm, is prohibited aithoaithewfittenper66sionf.nmA-I Raoffresses- Anthanpl.lomb34946 ill'U. Foft Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121760 WRCSS1B• CO3B Half Hip 1 1 Job Reference o tional vI1 0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:25 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-QHtTn5zxMWVjsPzF5prZo9Mg26yGSQNZK99mQTyh?Ga 1-0-0 7-8-8 11-0-0 15-1-12 1-0-0 7-8-8 3-3-8 4-1-12 3x4 = 3x3 11 Dead Load Defl. = 1/8 in b 3x4 = 1.5x4 II 4x4 = 7-8-8 15-1-12 Plate Offsets (X Y)-- 4:0-2-0,0-2-11],[6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.13 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.20 7-10 919 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 70 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 5-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 662/0-8-0 (min.0-1-8) 6 = 598/0-3-8 (min.0-1-8) Max Horz 2 = 214(LC 12) Max Uplift 2 = 161(LC 12) 6 = 153(LC 9) Max Grav 2 = 662(LC 1) 6 = 598(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-960/482 BOT CHORD 2-7=-652/842, 6-7=-652/842 WEBS 3-7=0/348. 3-6=-883/684 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) 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 161 lb uplift at joint 2 and 153 lb uplift at joint 6. LOAD CASE(S) Standard Vem, Pler 1-IN! 'n". t!Ie 1113C. ti'. i13flOkE !Rill i Oki IIcls(MIUK 1071 iiC4, ;,WV We Y.rf7le-; Idalers "d A.¢t¢s ae W i m,))-: )-q IKi 4 Ill AeAutT 1*4>_. PE. Id-, 14 o ads:9 i, adol I, A, IUD, aiV kiTesaer mpee„ld, s;ed M1r lextaD lsxe¢IIt.4 s:rass DaigrEll" ll ..r: Ill- s:dre ey TDa.epresnls er W,e.'m.eBile prdessini er{prespreti lrinp a. he In ;., tFE 'al,rr-sa.a'a:A'e ttr tDD sala, rsde 1,. 1. 2x .sgs nsrnpir Ir[A',. do r,s falgLy- Anthony 7. TCr'16o iI?, P.E. J ednl;i 4 f1INiq s1 p -1:tm0t A' tkec-'sa v' ei do Ill t0 aD I 't rtddla IR''a duel i! :. Alvir L 7ke9- a dt DU slsr hits dtu. ss IG¢tl:„S:4 mrg ttllo-1 etr All, - p . nd « 8II083 Ih R' r lei ,6 CcfMa t zlFx iD6 all pat s¢n4 gxlr Iq 611Nvg (arF wn Shcle to Bt l.p dsk. it ISItAne,e13at5rg exauc 1F lcrti_stl..e.pasade_Eo>s'l i os.De,Ige,tn,le Da sxnm9rte„tlandert .r,aess .:4Si St. LI,CIe 6itid. e3ttwite#049lsu: admd agr.4-I, cdtiq e, dl pFrnry ref DO,-DwD.Eq luii luT N 1.1,; ee,gner etr s ass Ililw naer 0464. i:D c a-ras:unre asd lmel ra fell. Fort Pierce, FL 34946 Copyright Q 2016AI kooE busses-Anlho.y 1. Tornio 111 P.E. Reproduction ofthis domment, in any farm, is proh€kited witho t the Eirten permission hom A-1 Rool froses Arthnoy T. Tumb llljl. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSIB C04B Half Hip 1 1 A0121761 Job Reference o tional 1 0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:25 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrT-QHtTn5zxM W VjsPzF5prZo9Msz6yFSQMZK99mQTyr,?Ga 1-0-0 7-8-6 13-0-0 15-1-12 1-0-0 7-8-6 5-3-10 2-1-12 3x4 = 3x4 = 6 3x4 = 1.5x4 II 6x6 = 7-8-6 15-1-1 7 8 6 Plat7- 5-6 1 e Offsets (X,Y)— f4:0-2-0.0-2-111. I5:Edae.0-1-81 LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 662/0-8-0 (min.0-1-8) 6 = 598/0-3-8 (min. 0-1-8) Max Horz 2 = 250(LC 12) Max Uplift 2 = 156(LC 12) 6 = 188(LC 12) Max Grav 2 = 662(LC 1) 6 = 598(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-958/435 BOT CHORD 2- 7=-669/840, 6-7=-669/840 WEBS 3- 7=0/349, 3-6=-885/701 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) Provide adequate drainage to prevent water ponding. Dead Load Defl. = 1/8 in CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.68 Vert(LL) 0.13 7-10 999 360 MT20 244/190 BC 0.62 Vert(CT) 0.20 7-10 914 240 WB 0.31 Horz(CT) 0.02 6 n/a n/a Matrix - MS Weight: 72 lb FT = 10% 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 156 lb uplift at joint 2 and 188 lb uplift at joint 6. LOAD CASE(S) Standard L¢ ay 11 ha qd r:r.. t7e .-I 17C. WKSES->EdLErlORA. TJRSd(WATICAS0UM rd'iJ,.,ocW, JCMEYI -, In V'rdf Imp?n®dars vd rnd ts¢r Nii:_. )Erie i'.iq rd NAdlf1 T'6'@11,U mrk:z!F?ra.FUlm oWi. 14.1er: tlF TDD .'i MI e1xf"i lAr..lid t bT)D la dl;a?r D )r Erorr tirll E' ;,h .1111 ny TDD h roluud ¢ gnslidw hF M F,1ifesr,$e[ .pit tk TUDdrrad ta_`.tu[':n rip .I da}u hb 464q Anthony T, T^mbo ai, P.E. dM f. ;i 6 II CYI I r bliM1d^x ]w fl C' rxr d d im tulihp du:.. rhd dice ir<_h d`. nlh I E :: .dF rfl 'i F¢. dl flD ¢d tid dh :,ir r¢had , ,trsdF. flldf eh ad Matt >:nd rk ka3hlgmr114cro4E :eIt, Tdnmuxr-I dp*hs 0la rTk(pthw g1 Tn ASKA ..d as fi. gu.i pA-Tr io ..len;xs. n¢_wb_sd'R.t s.nrii t )e. z 80083 gym. F,.Pxnadtr.. MaMrn,.f:xr:s 4451 St. Lucie Blvd. Zt #rwfse Kimadcnaxr¢3 ecru fdglydlrm:Fs ,ei ioetu:,..F a grnr-, 7ul Ce dud ruc gan,m7r zcls;,x _aEe.ur feild;. Eller. x>b eunrea ddael is I I. CopLrig51 Ccl 1Dld A l kno(iwsse-s-Amdony iJomhe Ill,P.E. BepWodiue ni this docoment, in uay form, is prokihifed wiMcm Mz xrineo permis>ian brim d-IP.¢al Trcises- drthonyT. Tomblll, P.I. Fort Pierce, FL 34946 Job " Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 A0121762 WRCSSI B % CJ1 Corner Jack 6 1 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:26 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-uU Rr? RzZ7gdaTZXRfW MoLNvA_W RyBxVjZpuJywyh?GZ 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 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 FBC2017/TP12014 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizer= uide. cross bracing be installed during tr accordance with Stabilizer Installa 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; VuIt=150mph'(3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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 4 lb uplift at joint 3, 71 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard B f'Aidr le4:Fd §r:4 'Swig dlior.. (3$($ttlle A6rXrs rw$Bt Gt{cn rltM $r1CdG£"MrN.{tt'1'd/;A 1GIR 141S,de d)I S9 iM t4,tP'6r)'tr :lH lkh ink rt.t .63 '. rE rl kea 3:FS .Del t: FIt4.-17AI`1f dE rDD ra 7 f MliFx nlpr +>I s df rtG DI tll 4. D 'i o— -rx-n F n I iD0'egrenntttt FrrAs„: 41a jai >I rh s{m4'Iniro. to a d sxrr t. s pad ede IN odl. N i -t G -'ra ns opl+ Im . _dnu, s.Nltlrt Arr*h013y 7. TOmbo TIT, P.E. Q J Flmi:i Wi 'cd 'gisi sp wul f `1 tr wl C ,o d m .18 toiig0 r ..enA ifi.rn' a 'mddel t dra3tt 1 T pP l§ O dDoA +h Ids dh s. rxkAd q d ""qr. hllsf t+or .Pas. h+f F SOQ83 Y de6 "-' a[a*+c+ a: »..Fr toD r rw tmdy dl In r iHy(a¢1SensAnf.t tnn rcr16r bee tt d ruK.l dot , u r te_Iet eaF.P, A nett+;& sa t t.ps.Destrler t.a,)P- xe,strA.,s n+....x F a45t St Lucie Blvd. f tS- drimii , eA' rxerd+>ta a xrug1! ell prnlm ed To, tros.F phi er:fCt'x3 V4'NsgK oils 4ys.rs.nrn er a mt W14 All t,¢ -*.s"e det A ra 116E Fort Pierce, FL 34446 CupyriohiG12516AIkeofi=. nssez-AnhonyT.TomhnIll,P.t. Reprodnaianofthis donumeni,inany form, isprohibited withoutthe wittenpermission bwA-1Roof Trusses -AnthonyT.TomboIll, P.E. Job Truss Truss Type Qty Ply= Reference SEASIDE V1 WRCSS18 CJ3 Corner Jack 6 A0121763 nal 0 1. < <u 1 t rl it- o. 1 zu s ivov I z zu 1 r MI t ekc lnoustnes, Inc. I ue Sep 4 14:24:26 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-uU Rr?RzZ7gdaTZXRfW MoLNvAxWQIBxVjZpuJywyh'2GZ 1-0-0 2-11-11 1-0-0 2-11-11 ' 2x4 = 2-11-11 LOADING LOADING(psf) SPACING- 2-0-0 C:L: DE in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 T Vert(LL) 0.01 4-7 >999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 B Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 M Weight: 11 lb FT = 10 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 18710-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 60(LC 8) Max Grav 3 = 70(LC 1) . 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 42 lb uplift at joint 3 and 60 lb uplift at joint 2. LOAD CASE(S) Standard A. iy Fl Nu gH r +he'b)37C 13 _ 3' .ttEk-B Urn - TEN (IFLITIN osl k'3LT7-, lcii „11 1 .W4hill } 4e .4 rfi Ana, t its rii-9} Try e The Aei fT.I :9A'.:,ff fil rt ll!! A:t . DI s 'l$" 'is,,felti er he TDD sakiMJTfY- re i6. ell A fl lh}t))I 04{ ,MISS ON jfE gPft*1.. SR34111 [-M—),79 S.0 le. TOD't1r4311 t dl.e 9Me 1'e SIBI6 rprm S)B kltlliTile fP I'.'N IV,l f£.$.'I ftR he TOD aift,mki?,1. ikk F.:IB ISStRf(4RS. B(e R7<Altft4tS, fdntk111') ddaT..,h rl if e- Ike sg blMei:t1Bt th0 ^u. w I4c}'IE BD } ht Iikl?<a :;erdhel F t: dt r-I l ih DD # tie!! s Ali ,It ceixA. ^4 Anthony T. Tyr-bo iti, P.E. n. a } . nt llcl d k ls+ 9>f « 30083 Dtttite^ M(:a"eC ffe. Aas x. rtelDD ear l f} 81 s if it! a tf }( pn al Se(nl::u¢in g(I gtEls4''g r'I dS[f; rt....elat+ `xp sA:ml Tl le ""ist nsp s4 te- s€r.:rsf@ 1.ss De;i}fw:l )e ce'orxn #TB„pavlma .l.l es fieriqltftttkf<.emrce epee! a., 1 wnhB} it ill I'Mi,- ref. Tae I,- Aiql a 4UT :teg .;';H-iieli. l ,s<g . Agh.ee e.fe icy. All to1. r i. As tress Idn'fi.011, 4451 St. Lucie Blvd. Fort Pierce, FL 34946 CoptrigME120I6$-I NeatlBassesAmdFayl.TFm6aIII, P.E. ReprodndinnFflhisdommenf,inany farm, isp¢o5ibigedwitheatthe eritlenpermis>ienhnm6-IP.aF(busses-dnitianrT.Tnmhnill,P.t. Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 A0121764 WRCSSi B • CJ5 Corner Jack 6 1 Job Reference (optional) 0-0 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:27 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-Mg?DCn_Bu71 R5i6d DEt1 to RHXwiHwOlsoTetU Myh?GY UM rn 4 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 103(LC 12) Max Uplift 3 = 78(LC 12) 2 = 66(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 8A 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 78 lb uplift at joint 3 and 66 lb uplift at joint 2. LOAD CASE(S) Standard rieaq Flm;etltreagd re!ie:!ihe 119C. t3:...v.SIS.EiEk G RA-TRNSi(.' iICHM, JM,i'Dti'1',."h g'TH" alk Aei.f 11 ea iE. Rdn eUdf- $—u 104n t11DD,p N• iFSFeer.Fmipee.,9d,..a.eEter lhi)Drox*eIIL t! e,lns Des FF[Aprsxi ,Fse'Dv Enln rosd n.IDD eF ed rrxx trne alS Frd fse den eF-e InsililllraHdnr.tkF s: dF i. s FI74uA 1PDnl ad i-1 to !Ra twpiAx Itet. eitin silel lM !k'liDn)'T. Tomb. TIT, P.E. 433l ernT '"r nR 1i16q ie In mp's'wq dr,'9 .e.N i''+.t!ISFF9 NFgM r ft i &qr "t? 'k UM d lk lF 9?l: dFk lxm E' q kF [tj rl-1 7 Ejltt. a 10 .DD Wn hdd 3 0i o,M... ki 4::q Wrem wk. W] F. kd a 80083 IN[ e. eh r Csstrt a'.: :Ie0,ID W11,p la,.dg dF s ftl 9110'q( FudSdnlx:odn [[TFetfsk^ i[I fUUurt'PI df5' a dada 1F.in:ni'F.. t.K'1iW ieln$.s.5d7.1..f,kiy.,i.rs,JP p iRixP alift„MuBdteR'.F, :P :.451 St. Lucie Blvd. e9- 111 Mad L. utw ry'd q.,1, Frhl Wdl pGn-e..ni tae T,,ii ..eim.y—is SCT„ F Ra Rag,.e,gner u T ,ST—;*-enfaildinF. dli egw.e". ere c' d+.ied 7aTF1-I. Fort Pierce, FL 34946 cepyoghic, 2hldAIkaatl!issez-Ao[pnnyT.TumhallLP.t. ReprodoQiennElhisdoament,innnyEo[m,isprohibherJwi[hcntt6awrittenpermisiinnhemA-IReolTresses-AnJhouyT.Timhnlli,P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSS1B D01GE Common Su pported Gable 1 1 A0321765 Job Reference o tional i u n. o. i cu s rvov i L Lu I / na! ! eK lnaustnes, inc. ! ue Sep 4 14:24:27 2018 Page 1 ID:P42uXRd_Kj21gP?afFS_28yAdrr-Mg?DCn_Bu7lR5i6dDEt1taRLYwm9wOnsoTetUMyi ?GY 10 9 4-0 18-8-0 19-8-010-0 9-4-0 9-4-0 4x4 = cx4 = 18 17 16 15 14 13 12 3x4 = 5x6 = 18-8-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 10 TC 0.10 Vert(LL) 0.00 11 n/r 90 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 10 n/a n/aBCDL10.0 Code FBC2017/TPI2014 Matrix-S Weight: 85 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recom Stabilizer t Stabilizers and required cross bracinged during truss erection, in accordance wInstallation guide REACTIONS. All bearings 18-8-0. Ib) - Max Horz 2= - 69(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12, 10 Max Grav All reactions 250 Ib or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18= 255(LC 23), 12=255(LC 24) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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;C-C for members and forces 8e 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, 16, 17, 18, 14, 13, 12, 10. LOAD CASE(S) Standard Ztdo agPa- arageir++ra 4pCr NSKe:r +4ati as d4DT NiL LM `"&Dt gt SleD 4A1'.a.g hi aea u ing e»t t¢h-. [x;ipe tee tDtiNroet ia.ra tal R.B. az'irttstki ?e cet xa 1,D, tal. Mkx»e ael». shti tl nr+r':t hte t4it.. aC• m apax is-. ger 4 Aj '.IE 3 gist p- •r aa.,.pmc.p » . giv i gc 'ahkr d ga»sxgle 1j 'k•. t'J I aexll !. Ii d pt hc,.:wt g 5u:.'atr ex - t4i nsinr 8 tz;-- ?e gas? iS eflte t,ran a sef&t: Sap t 'aG::ag e fi ,s,.ar th lBr tta 16 at < t11'.! g tte ^a! t1E ta. pg - I t ! ka .iela Thai 's.',, gta.4l' g, Avcte. z c`taA 6.rag setll a •rpaesixil"g% ftittho'ty T. Tombo It', P.E. nsP Ifap[ gaaa ! e869 lll na t o-lnxieat p ft uate R IvMq sa iSd-l:6f xr y as .N Neat .e a D g gfa.-e i-1M f ,13, M t»ien ag, I,U:,:w- : ss •,a.npnr aae pan Auittrvav+ss fiR683 rte .` Ktamda*et +,fap.a4aaae.0 e r,zrs:ppliasao-let banas,Peyt,q...:,ug,i.G dxddagUr,i n.a Blest ae.Ydn sldcq_.::agigl.e3..a.aeas¢eSxet e P.;_ 4451 St. I-Ide BIA. t g1r 19Li "ti 2a (f A -I f,@ Jlttuiit] i,ttbAT r lmbe lll, r.t. tepAwffu dN1 6m.fat: in ay tpi311 s-mbiDiied W4-11hl Wl;igEfl F{IRIi<310E IreimA -I t06t 13ll>Sf: .i81}f6D1 I. 8dihD IEE, P.F. Fort 34946 Job \ Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSS1B- D02 Common 3 1 A0121766 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:28 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-gsZcQ7?pfRtljshgnxOGQo_QgKwDfo4007NQ0oyh?GX 1-0-0, 5-11-10 9-4-0 12-8-6 18-8-0 1-0-0 5-11-10 3 4-6 3 4-6 5-11-10 4x4 = Dead Load Defl. = 3/16 in 1 4x4 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) 0.13 7-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.29 7-10 767 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 6 = 745/Mechanical 2 = 808/0-8-0 (min.0-1-8) Max Horz 2 = 76(LC 12) Max Uplift 6 = 174(LC 13) 2 = 200(LC 12) Max Grav 6 = 745(LC 1) 2 = 808(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1379/885, 3-4=-1071/692, 4-5=-1072/692, 5-6=-1383/890 BOT CHORD 2-7=-719/1243, 6-7=-725/1249 WEBS 4-7=-383/658, 5-7=-390/394, 3-7=-383/387 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) 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 (jt=lb) 6=174, 2=200. LOAD CASE(S) Standard v 0 PLATES GRIP MT20 244/190 Weight: 77 lb FT = 10% MirX+g fink Ax Bepa?t:triEwne'B; IE-)f!BUSSiSf Si Fi`;;: ;[fl Ki ttcNPsloks, iipk I'tU'EIj:iKeQst[Oc4i1T`:Nn. ia3k tEt3s)rtaNaiad ixl Hittntns?tr55 Untp Re iq HOYed :ax?kp t i.liaN Ui. i:: BEENeia Sletl ltlxenr.__s:!i yitE tMei ee'!t PA, Ed! Miieku 11.i )Im: 61lhggiwrf'LnBespt.Isat+:nsymee,e,>Pes*r.apasaineaealeayt 7is;re,emsasNapha¢xtoydesigd:gnteri esygr;ii,tN tiaziytdaasityn;i«slepr,'o-Bea'kE3edr:nlaln- roedesfyinws Sas.glxy,N.'yg:s-'miin Anthony T.TomLsotie,P.E. a¢ r<" litq i days' yin i:'..4It,C 4apxax4aefix NayNu:s.Bt..3 y K ,.hif—etre nEtic. _d,RfWIt, .1'pld_ Ito "p "Iolf .loW. h If isRei ss, s,yaatl:A.twop s.rggdkns+y34ollae1,'Sf 'I.d 4 80083 n B.n. yki gEi aal.eNiala SU ffisslM atie iB aay+ <sqi ysx^n N1+6xCsa :ygEd Sdat•INN t<n3 iipu';iei a.'f! te&i <h n l uyae ilNyatare tnlla+ia Se.E.yaasnit es al lines d'xi .;E;:un rss:eryn.t¢iex aii i si MaadacsN. mess 4451 St. Lucie Blvd. dkr+, afi!atl B!a(wSxi ipud giea -:q i!R;yMI3H.il tC. .lf ns! kvp I.,) n!!' In Wilt" Wf.'.a ssS!s3erz Egixz dm;t lay. ti tepnl,.11.n ors Ito. a.% e Fort Pierce, fL 34946 Lp; if;4Z)706AIRoof fmses AalhanyT.I mbeIII, P.E, leptadaaioaa',tbisda;ameat:isanplcem,nptahibiiedw:Ihottlthe wIAtenp—iisionho.AIRoof ltmes Anlhonyi.lom6o8€,P.E. Job Truss Truss Type City Ply RYAN HOMES / SEASIDE v1 WRCSSIB E03GE Common Structural Gable 1 1 A0;1767 Job Reference o tional Hun: 8.12U s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:28 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAd rr-gsZcQ7?pfRtljshgnxOGQo_NtK6ufnNO07NQ0oyh?l;X 3-9-5 7-61 5-7-4 1-0-12 3-9-5 3-9-31-0-12t 5.00 F12 4x4 - 3x6 II 3x8 - 3x6 II 0-'11-12 2-9-9 2-9-7 0111-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) 0.00 8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 8 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 95 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-3-4 except Qt=length) 9=0-3-8, 7=0-3-8. lb) - Max Horz 10= 284(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 10=-234(LC 8), 6=-234(LC 9) Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=300(LC 1), 6=300(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-473/620, 4-6=473/620 BOT CHORD 9-10=-498/475, 8-9=A98/475 WEBS 2-8=-312/405, 4-8=-312/405 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 10 and 234 lb uplift at joint 6. LOAD CASE(S) Standard 4'masn F:{e:<lima^fiM:n?'+ Ik'zd IGOr ;rUSSfS; S;:EEP,. EEaetst i cMS t f NOT:ei Ets;Cu;^tUlEI":.:Cf7xLEDYEA1' ie:m. €m;!r icstx tmraehrs eai nN ames m {ks?nu hesip Re.iag;":DC mi '-cmar 1.IaaN le. f:-tr1r.{ae'vetl ilim{ rs! ...ns.m.-+is4 s ei en &s i@, nh - M.t ^mflam Etit el4r fx hklCti i safa r,i Stx armer.tl tlx i-ill{ edlnmlryhn:xa+{f-d 'fxyv lxf fw,a'd± M h. tempd?a h.I se p' dn3ei ]Wr, eeea M. r f qes win ew a:r raim 3d ' a - Anthony T. TumbO IN, P.E. a! "g pws>.. d1> C+x-h ..a seam Nagstm'e 3x:amtx x efi s.rsMitt delG.ae'te-It. f f.¢dfmd II Nnpaeidsl I )*.1ole '0NT s.- r. pueil' f,sl ras xrwads ,a3tNhka .e as mr^sd T 8omb4ntuft ,nf,am msa siM r az tcnaefau x E f:aa Isrridmr I lo-aulf a a a fm{ f f dt ua me .l efw..d_{sMdm.od ts.,.am a3e, .agae«aflaxNad m,aes{ 4451Sk. 0083 lvd. Ik-de.x,+fe.erwdeAeg,eef.py wep:fc ic..he.M1!sstksMN gjhftaHaftk.Ipei.s. Ssirt&ea„d,}.iklef.ileplai.IL.:x;aeeset(aatA. F4451ie, ri 34946tohtiY.6Air,Cal Tltl>ie koiban, LlcmC III, P.f, pep{ada:t.anc,t..o dsmm?nt, In nnp lxm...mhlb trd w.t,.aante wl:tlen pe{ml.sionhaa+A-I toot Lasses h1hory 1. Twho lll; P.E. f719 t Job ''i Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 AO121768 WRCSSI B ` EO4 Common 3 1 Job Reference o tional Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:29 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-137_dTOSQI?9KOGOKfwVy?XXzkO5OBN9Fn7_ZFyh?G W 1 02 3-9-5 7-6-8 $ 7 4 1'-0 3-9-3 -0-1 5.00 12 3x4 = 3x4 II 4 3x3 II d rvA II 3x3 11 3x4 = 3x6 II 6x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.07 9-10 910 360 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 9-10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 362/0-8-0 (min. 0-1-8) 9 = 362/0-8-0 (min.0-1-8) Max Horz 10 = 284(LC 11) Max Uplift 10 = 349(LC 8) 9 = 350(LC 9) Max Grav 10 = 379(LC 22) 9 = 362(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-194/287, 3-4=-219/323, 4-5=-230/326, 5-6=-230/319, 2-1 1=-102/256, 6-8=-233/375 BOT CHORD 10-12=495/477, 9-12=-495/477 WEBS 3-10=-639/595, 5-9=415/391, 3-9=-469/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 10 and 350 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 75 lb FT = 10% tttlg-neue htrt tdtr?: ra tx'dIi0C.f1'4vs"iELEEi"t GVEW TERKWITNTILX'(7Sluk{{ rE1',d:11[ai":.,NEX^Im,. Ttrdy dt4pt—In, WreAH. ld—s!?t!m*—S,Udes>glt.ist stal4te tl?IUP, uy Ni1tilSlefTIXE' S 0AR It i,dltrns7UU t ,Wil. Ott TflSe UESIj4ElyYEtCI. rR-N EIu.F?.A I111.1DUEpftitdt lfEdU;AI;tdIPltral?5581e11ff'"f.-E.tyMfllllnr4. NMI H if SR`f 1. 547'd?I tR ht lUU I. nder l?FI. "P2f IJA ISS ntrt ltEl'p nnM .,tnoliirr Anthony T. Tonsbo TIT, P.E. rJ drsfr.,rnt6alf,!i,lhSi wgd.i,1 litO iS,A9.fe"-.d"lieWE" Witter, '"cemite dlM11t,9?-:: W tit *S1ad. tl iM-lltglmt.dheTOXt:dtufii dh,T—. .:Mrl hiLiDir.fatgfmWidi—itrtinsldlf eµau'hd r90083 iEtt s: ots: ga ta[.t'tds-:'Mes <x-BrteNU aliitXxtitesWpf tKdn utlig(ennadsdnher En to pi6s&dgt?Ios1 iU i.rd dhttSEnd.ainEu tralaitt,Q? t,tlGSSfntS e.E'.St i..I ftDtugur.tea:}c:yEap?_naatn.,uaade e?ree.es 4-4515t, Lucie Blvd. td:TT" MS." IT. ed Optdt tN-hn1!01 tM.'.-fiet. In lust cc.p!Srltete.S dct at{ hg.fa:33 .lf't syvm Egli?tif.1 Ai lBg. All noltS'q 4r. ttt m Maid h IN Fort Pierce, FL 349146 Copyright(-12016AI fool hosses- Anthony I.TomboIII, P.t. ReprodDiction ofthis domment,inany lum,isprohi6tledwithout thecninenpermisSion hamA-I11001[nsses-dnihonvT.Tambolil,P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSiB HP Diagonal Hip Girder 3 1 AC'i21769 Job Reference (optional) a Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:29 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-137_dTOSQI?9KOGOKfwVy?XZpkJQ0909Fn7_ZFyh?GW 1-5-0 4-6-5 9-10-1 1-5-0 4-6-5 5-3-11 2x4 = 1.5x4 11 3x4 =5 4-6-5 9-10-1 Dead L ad Defl. = 1/16 inR 2 NO V LOADING (psf) SPACING- 2 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1% TC 0.63 Vert(LL) 0.05 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc 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. (Ib/size) 4 = 164/Mechanical 2 = 541/0-10-15 (min. 0-1-8) 5 = 341/Mechanical Max Horz 2 = 152(LC 19) Max Uplift 4 = 102(LC 4) 2 = 201(LC 4) 5 = 60(LC 8) Max Grav 4 = 164(LC 1) 2 = 541(LC 1) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-1085/249, 3-1 1=-1030/250 BOT CHORD 2-13=-335/1030, 13-14=-335/1030, 7-14=-335/1030, 7-15=-335/1030, 6-15=-335/1030 WEBS 3-7=0/287, 3-6=-1068/347 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); 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 102 lb uplift at joint 4, 201 lb uplift at joint 2 and 60 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, 38 lb down and 42 lb up at 4-2-8, and 67 lb down and 88 lb up at 7-0-7, and 67 lb down and 88 lb up at 7-0-7 on top chord, and 8 lb down and 7 lb up at 1-4-9, 8 lb down and 7 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) mg tl!lu nolryd 'sI ADG%Ii_"5Si'>([fr'aglM films A( .w[is f ei Mi lril CY[S iMEM' TO. Trdf leap l galas W reeler alti lf.3r-} yiC,"iIklAle71 lienh:, IE Id—, Ua!!lirl Kl Mislf8e, sl pndf nl Top, sfry Wife lfefmlrne id tact nr tte TIP hm Oil A!e' DspEfpmr, r e D Ga. s.d m1DD eflesertsrtrc:!lwm;edtd trd ss d p:re in tpI51111R 1.n lfsser N Sep T. sf D"l rlen TDO W W. &! g fl f I d:ug< dIi sndilry An'hony TTo ,I?, P.E. Rad7sres,t I u frsk srw klmd 1*! n n ff a ed Iflydu eDlsyn rddnllR n ,vtn o e. l i e frf<f, dla Do (,sll selfn of m,: a f sena edfk sr . a et.t nd 8-m Iltr l: DFS.gM IF![PP'Ci 1. k! J1,.nllDD eat lS rxt.®1pJ ftf In plety[i[m.n idnii -lra III B(0083 IrQif:MMi?1(6(I,PI.r%Fl jtlmiR:(eR if ter.ff'?Ie3fK5ft11Sft{.L.e53!'E..Tlf.DP.I jIH,TN.}P.r 3 IN .1 iIt,a Nd'Sie!'e,(; KPIS i,.[ y5t 5t. L(1C1?6IY'd. ftla.iuldiftiifo.faf ed lgrrl4err! wnhy if ell rxtxone set feetrust „p.4mr s9C16,eraling f.f, pa,al. sell: a-yr!ler f. eat afilliy. All cy 'v.ras or, us Wild is ITT I. Fort Pierce, FL 34946 Copyright02D1dAIRoofTrussesAnthoryLiombollLf'.f. hproduoian of this domment, in oey form isprobibited wdheui the adneo perenmiontlnm A-1 R.00fTrusses - Anthony 1. tomb 111, P.t. Job - Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121770 WRCSSi B • J7 Jack -Open 19 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:30 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-mFh M rp04B270yArCuMRkVD3hi7eb71U I URsX5hyh?G V 1-0-0 7-0-0 1-0-0 7-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.19 4-7 444 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 3 = 113(LC 12) 2 = 81(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 113 lb uplift at joint 3 and 81 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% derdq tlau IlxagHr i»Vey tae'31 i0G riLKi3 i'iE!IEr"i 6EFE11' 016 8 (DF;iil[vS (JSIDM{{"101Ei;:(t n1A' E„ fl' Iam. Vera' dedp iamdns ami and all a fid; ircss Dn':p Diniglrf': ad IEe adlarl. Elute ID, F fAdxean Sls tefirrr ns. Ddess d!x•ise sldei a it lM a?f diiex:aeevr{r ul adfx de TH tax 44 u a hiss Denla EepaK sx :x hdea i s.dnaa lDO •epesedsuxasaa;ediie pd iud ru rio egasililay i.Mlsixc Ek sap E. s .ia•I aMe lDD ay_ dx t31 'Ee imp npiae. lW _u sandian Anthony T. Tornbo HT, P.E. el sednisl 4 mk+lr[ tl spa=iklard`x7 ReC-- i;ed2k aeyvntlrWliaD r .,' ^z; hndlxl?: a+Ii:aiaebrdt :i i alr i legr .dlk DD a/ midi s dnernss, e.l nkai. .-.1 - h9d Wk. nd •ps':"f 80083 1let'f ,Des Sae (xf.'eds nes r3rirt lWWts Kmt .rs3p/i sdtle rdlWq( ia°a sd nlai. ..t(,IplrsMeq tN aed ,6(A a.,drrs k;onalp:d.iriatx.kr,esrrsa-M1esadfia:.sa`4.1 ns De;tpx,la.le.ss agan altrt..?R roAa^c i. a.rs; 445t St. Lucie Blvd. e'kc. xiu ldiedtte.ed•m aped axe evritiq l*dl rar:esa,ad.r'atxs;:x,a Eq Beer i;TCt'44at tap„es,ad,xla.s5si._ynex e`or lal9y. 3Jl r,,„Yr e•asnrss 9duel is Rll. Fort Pierce, FL 34946 a Coprrifht 02016 A I foot Trusses- Wherry 1. 1ombo Ill: P.E. Reproduction of Ibis document, in any form, is prohibited withcultht a,inen permission 1.om A -I Roof Trusses- Anthone T. Tomb. Ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 WRCSSIB RG Jack -Closed Girder 1 1 AG 21771 Job Reference o tional • Run: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Sep 4 14:24:31 2018 Page 1 I D: P42uXRd_Kj21 gP?afFS_28yAdrr-ERFk291 iyM Fta KQPS4yzl QcyeXvns3ZSj5c4d7yh?GU 3-9-14 7-0-0 3-9-14 3-2-2 1.5x4 II 3 5x6 = JU524 3x6 11 JUS24 4x6 = JUS24 I 3-9-14 3-9-14 7-0-0 3-2-2 Plate Offsets (X,Y)-- 11 :0-3-9,0-0-31, [5:0-4-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 5-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.07 5-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 38 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1372/0-8-0 (min. 0-1-10) 4 = 1352/Mechanical Max Horz 1 = 124(LC 23) Max Uplift 1 = 333(LC 8) 4 = 380(LC 8) Max Grav 1 = 1372(LC 1) 4 = 1352(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2120/501 BOT CHORD 1-8=-547/1957, 8-9=-547/1957, 5-9=-547/1957, 5-10=-547/1957, 4-10=-547/1957 WEBS 2-5=-348/1542, 2-4=-2196/613 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; 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 333 lb uplift at joint 1 and 380 lb uplift at joint 4. 6) Use USP JUS24 (With 1Od nails into Girder & 1 Old nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 5-4-12 to connect truss(es) D02 (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-725(B) 9=-725(B) 10=-725(B) fie.^1 F.—vtnu#_ lr.F-«A,%k 10F!IgSSEs;'S<:. 1..,'o i i,W i oii:Mciwts—CY; tU t, tiRi3»:.E@",u "T.e. a. Arty ow; im.t%i atre!witswmi,li"IbenpGaneg;:OPs ad A!!e'war', IsaM IN, I,C t4aea!siatiFiae eu !ses; o5a isf stt,ei aI t#7 ,ad. Millic. r'se tl» ski9 !t'a'bt L I e ae. isa(r s m r; pir a v 're s w _ ! 7.. aw vcpwe ai K!!` mi?ap•N'4 a psw.41tr I" ! 'r a'r lath sii .!i a:418 h, aax'fl., I it pes oxyxn ay iu. :an wa ate ssla 3x -,: , ra e. a :. se+ha !, as.s:< x Anthony T. Tombo III, P.E. s `'«3 ,Ia t % N. n ae;erlce !N IK It, IV ax lkt asl)ii:ay.aef of AI IL gpaai> St 1 S<iss ile A, ,ni sl Wkq sfx r at!.N spill p . _r l^se. T $ 1 ntl.al Pnipl iemaa .b aansffdp Mi :wi Fcxs wa sa aRt ia; aS Nldvnr eL aiala fla Gt au;!!'s; s+u dtntw lil! vs ne.e,l ,af :.sdlm! 13 tti...!, Iss.r.Ip.eiaeu fi,s Ma r[e. m:n 44$1 $t 0083 Blvd. en»;e h.eeih«Cwaal axne qwa - des a: Retie d+a ke u.s: [kspEers!r uA,. Ae ldlda!lnsiywr,u. .i,aen 6,.a,.d nkdiiey..rgilai:id L;a; aenldm iP_._ Fort Pier;e, Ft 34946 leppigbt: 20i6 kiRcul6uates AeibnayLtombu llhPf, Reprodupion of this dommenl, in nv lam,saohibited xAut 1hw itien permission hem AI Rani busses, AnlhnryT.Tombo Fll,P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE v1 A0121772 WRCSS1B' J7L Jack -Open 8 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:31 2018 Page 1 ID:P42uXRd_Kj2lgP?afFS_28yAdrr-ERFk291 iyMFtaKQPS4yzlQctoX?GsCkSj5c4d7yh?GU 1-0-0 7-0-0 1-0-0 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.17 4-6 501 360 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.14 4-6 593 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 156/Mechanical 2 = 342/0-8-0 (min. 0-1-8) 4 = 117/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 3 = 101(LC 12) 2 = 170(LC 8) 4 = 89(LC 9) Max Grav 3 = 156(LC 1) 2 = 342(LC 1) 4 = 147(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; 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 101 lb uplift at joint 3, 170 Ib uplift at joint 2 and 89 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 29 lb FT = 10% dna411c.'rok-1N, a!i¢wta'A I UC. RUSESi 111r'c 0, I' FRIAS& 0 MICMMTNi'itMt; eIGW_YdWlu"'-,Yer'd; dei p;drnet¢rs.1 re9_alsnto.i rs.D ki5-mi fi1,Tj Id It kei.f 1 Merl., I1 Id.r.:eAae. .a. ne_ Odes: dknrre ddet ode ID0. rav N ta'.au enrrae. Mr-asef Inke IN1t . 1111145 erns Des4r Eagxe:. .e IirEu .z d .too: p nts u ,a:e dt"frd snru deu ' a ateaYDaf 14 M.. ak snye Nisa8':lt ese. TDO udy d-1 etl. kre p s N r l d do "Odday Anthony T. TombQ ll?, J.E. l sedro.,tr 4 t'If, i, the 0NN' It, noAy z4 d th rdla eDs;re: ^r ahrtdiul4'.9 5: tncle t': of {ILL'k yvradl4 DO ofre.h11 do nsuiwutrA::.g sry nlfe audkcsa ad µ - hd <80083 tkF d ias:§^e n(t+.rrda. dl2 ntlxiDD at tal.n aad /1 tir 4lE ef(cnfiad dcNM.nn :t(rr Fr /xa ir'I a1d S6U.r„dv ea54rg a;t 1P laa:eaH.:e,psss lie_csAdal.s e"k.i s<. [h,i;en te.3e. _o;imn din., MaMr^e.a ess 4451 St. Lucie Blvd. dkewlu ldirn Eya ap: al aperd axe—ifiq All r4 1v.ea. rre os dded hill l_ Fort Pierce, FL 34946 Copyri3ht02016A- IRo0irosse5- Anthony T. Tomho III, I'l Reprodudion of this document, in any farm, is prohibited without the writieo permisioa from A Roof Tresses- Anthony T.Tomhallij.T. Job Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 WRCSSIB VM3 Valley 1 1 AG121773 Job Reference o tional i va 0 2x4 Kun: 8.1 ZU s NOV 12 2U1 r NnnC 8.120 s Nov 12 2011 Mi fek Industries, Inc. Tue Sep 4 14:24:32 2018 Page 1 1 D: P42uXRd_Kj21 gP?afFS_28yAdrr-jdo6FU2Kig N kCU?bOnTCae9CSxUobf_bxlLeAZyh?GT 3-0-0 FnnFI-9- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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 = 84/2-11-6 (min.0-1-8) 3 = 84/2-11-6 (min.0-1-8) Max Horz 1 = 38(LC 12) Max Uplift 1 = -16(LC 12) 3 = -33(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=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) 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 16 lb uplift at joint 1 and 33 lb uplift at joint 3. 6e pP uut i euint tlC7r ttt SE< <-:r` vtt'iM8TiL.RE.. h ..O.rn,. . tma'deer lttn z¢ o. n. 2xn`ntt O ni* N x;m^e. titles tal5e tf to ra U i na e. isat at.. ,.e 9e g :tie ev€ee i O ;= xs as a„?ghu.az g-sf .,g_w. ira- pws,a'ry to *n N+ I -nl r 3P R .'i O d, ster tl 3 gru ag xas; i.y ..a iiir Anthony T. Tombo 111, P.E. vtt: tit i 's iai i 3.xt' . :e.p s s. xtfi 65 I e s wt&t !>p e t 3 :ot r9 is la a'tr t 2 18r. tfie 1p tral s n3iaN ¢de of vl iv>gP a al e' t d - it tits s: 3 - it r sU r . En r ¢i ; skll o Ia a sa su 1^r a 80083 n txyrwTnrnirr € e a tsh+fdxxc Iads a iSKI 3 tadt 1 r t3 ye.e;t -sa _.w3! ,d r ,.t;r .. s ,1x.tg tsast xaate av, tess 44 t Sr. Lurie Blvd. t a! eul it t tf greet epea uq ar a;tsf+es ai t -Ek P ¢ ;,i. fz 6Yd gOee geo,e S E [et=gad -'E q. enrirl 3I ,..,ae as m5aeer Pi. p4451 St. L ri Blvd. apy igAl ;' 1G.6 d-i Rcu(iruse 6rth3nr (. tcmh 3thar. Rep. =du3on,i this daumat. in any iv;m- „iohbit'd wAoal th wi.nen peammine irem A l ion'Losses-An€haa Umboill,P.E. Job ': Truss Truss Type Qty Ply RYAN HOMES / SEASIDE V1 A0121774 WRCSS1B> VM5 Valley 1 1 Job Reference o tional v 00 2x4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Sep 4 14:24:32 2018 Page 1 ID: P42uXRd_Kj21 g P?afFS_28yAdrr-jdo6FU2Kig N kCU?bOnTCae9CBxUfbf_bxILeAZyh?GT 4-8-0 1 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc 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 = 90/4-7-6 (min.0-1-8) 3 = 1/4-7-6 (min. 0-1-8) 5 = 224/4-7-6 (min. 0-1-8) 4 = 1/4-7-6 (min. 0-1-8) Max Horz 1 = 71(LC 12) Max Uplift 1 = 5(LC 12) 3 = 1(LC 1) 5 = 87(LC 12) 4 = 1(LC 3) Max Grav 1 = 90(LC 1) 5 = 224(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-168/281 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;GC 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 fora 10.0 psf bottom chord live load nonconcurrent with 'any other live loads.. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1, 1 lb uplift at joint 3, 87 lb uplift at joint 5 and 1 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% tes:ap.izau.aaitvg:t r_«Na Iclr tthSES,.S&..1";;._-.8 ticsssS d:CXOSz, Ni.L;TPk, BU ti;dt8"a't[k.Yr era in.l;aaxe;xeaea ardiand odes ae tEY't9ts 6a ya bevy,^Dp:W•'.:-`a'aava'. Easaal Kl a mveenai r .. ., a?e ats NceRe 1C@, aei. 6i-.al tmnafnx Ptaes stx.l ae rzF icr'x b fan is•;ie.:sgt - r.aquee ga +. jva taa evu ri:) ea.m a:aetaac a Fpai•s aa a+7 y esaaa; 8:::hai', easga d'ae segi . iii eaatri'Jaei an PI! ri le ;a es org':ass .aaiaq 1 ":!in Anthony T. Tombo 111, P.E. cas.r'JM1 r s hat cer6 ,=ejis epc+s a.;'!d18e h sa. s4ntta el ages Sr ay t :s ,ie fae:e arc Yal%Rae ik: art 9e nnit uiej:edh a+l.N!. ta•up ial a, t+.i .g oat r alE a. rar s. a 3ardr 3, ala sve i. i talon gakll> q .a as ut'sk 8n083 tvat If gf.,ia rz! arm g a«In ie i.: ,gZm ea usxs.8 e:g asa iSa t, idn x pl's>£la Pneska i,'gmeal; aae Ptiif she.e,gaa_td:::, W g» al5ets,. :wa t"s Ne'r ugtaex aaa is 41ae1atre.'M 4451 St .U[ie Blvd. ataetz:, lnfiel a, e4 aa.i e.t.al eaeta y.a s,t a, a ai.aG 4.i,va,ya Eag w•. ; gi rae8li"ng De,7gan. ui+sfea cegrv+e ei aa,tdtt.{.x caphl..l la,vsue as aefi een :.-:- Fort Pierre, FI. 34946 apyigbiV 2016 A I Raul Nsses-Arthnny i, t,mbe l(lPF Ripe dasinn dthis dsanm?at. iaany imm, is pmfiihited w:lhoanfie wetFnn pmmissiae [to. A I Rual ha.sns datfinry t.lnmbo ilf, P.f. JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION STDTL01 r T CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) i .ay 51t k.l I'm fiz i tt3 3 iia _I..r P+" .rrpx+s th i t. :e W 4*`r' al3n m Md p L I dyx sl r P : S&px a£ it .:'>W 4IT 3eh Ix, sag kj h':Iit An`: 1gnY , lomto H1, PEadNossalre &ase; ..e rta,a t el'x.x_. +L r set#atS Nsp Ir dx GItry.* Ire aPi ?n al hP s. E m; hr is wltasp et: m4 tt^t(o s€ttrvfkmd cn a€zpmrl s €"tar. I #e rn mar srdx pgl a*h posai-:a = rii{$3.. h+14b, yrxspa erg r m m aensetter uazg- hx ems d -.at dg+ 'k l ke Kex,§m -§ wsa',a';=rtr<o p t e. 1 i tie ,e.es ne.adx k&za1, s_Oe-e,.> ekuAaaL,as`dc; -44SI S...ude$Ihvdirt _yMe e*r as {aier tx prr s m lss:x u >$ w I,af a ( mrrn7_r§! +gym h tie #m e[s,.fNd . FDi'i i£fCE,. L 349A5' f nijN :e piC,07u"sts blhrc Uodtll€Pi. fid !ad§se. lislards er „sasisera tEt ed «tnu,tra rRen . ' 9 R G p•tmasserlecd Alta,B,see k>-6snr rrEa'.iIJI, FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE SEE SECTION A -A) A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED TRUSSSES 24' O.C. IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM tom.,., THE BRACING OF THE GABLE ENDS. END WALL 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 (MINA. 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. VERTICAL NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. 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 CTI 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 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL es' THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: is 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 s. DRAWING FOR UPLIFTS. NOTE: NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.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. vnm!-ate, tia l,^ ape's -II rt tt S'siit'€lti, aiiAeS't eia 01 ++.5is. k C6i. .t'[tlas ?i wrrt m. fai{i"H°W^ "e<s+s:. .a nd,s,nns Nx r A. y,:D as ae:mma.ta,4 pt!, t.... eh4 Ya# iM ! ari a#Si iki. :Yr 'li {}. i. e1 I S I tp«f i: . ai ]i: riy p Mn}{tiRl tl at M^t d'vau .y piS {tf it he ie t ine „afEi #j..le€miN IT.' fi Kis TS:I TeE}3 t;rSalitlJ: `.+d aY1 ta >n.f S{ ofrudsisi lss+ a^r Yu49 v nm'a..it,atia.Jrp N Crei sacra ,.dytm urea triknF Ana ,arp.s. S Iii:roifi: ad ai as tnlin3 ti:!'AFW,{AlgYF!N lds sP. rvi ar,. `old sak iMss xiW wee€m ;:cry?. 7s a ctilttcm;still{§t Re e-aasts:nn f# f3J7;;tf I Tn t'ar„ t P.E, t TwrH Ptspp ui Cafrxln l:Fc rrl alC4 R7 tuxe R9 F. k lsx x4xE lFr ,x v>p;no-mA ti b.i. psk€kiFir lk roi Ga dx%aetu ++xe mt, i idxx.ar. sx;rym iaans rdb xstlat .. .st ,.G . r»tr.gt., '1 LUC.e. u;at*xKhsfMsa.. Fg,:#w-e.aa; if r'+pm;iF mdeei. .s i:+s .. .sm iui?1I'+ t«ma&<i t , J agntn st €r.,s •a4tiaa=n>as. 4q,1 Ci LUie L'Ivd. pc,ei s i.i ii}e*sv blr. aopsl is xe Fs i: i.- iapgt q,4lCr'iEI§A1 A6ei teSSFS Adtkair E,io+atnl l,if.ie".1C4 FS1 F9 CI I iS O.URp&liC.Ry'NID,.Sy18A.bilpt W?fF9ill pint,,.+11Q2 G']S..JBFlt4=1 A 1 tCw TtiS£CS-Ae;dFnpt,i4mfo III. P.L f0!(PielCE, FL 341446 JURY 17, 2017 I TRUSSED VALLEY, SET DETAIL -SHEATHED 1 STDTL05 ate A-1 ROOF TRUSSES 44°' — I. 1—C W %tM FOF SECURE W/( ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. wnpe} PtosF:!a?tpi?mn.1`S18]u'!"1u,.1;"i,:ltil a:d[It, lliat;Es.t'f1..tS(,".sOM; h!t'iB, ,Kt,.a.I.iSF3T'tra. z.rdl }ebpirtarss ears.: ta3_ otE®s:test 9eug Pan++a8 'EP, wi l!i e I?a Ei;f 8, 8eF>mrs4zet a ir•nt, 6giKl e,tsv sent¢si,. `9y, ®ir. ti:8i wrroiB FsSoSprrdbad8'?rikk sae ! a'aatC e,"»ennf t-k1h,s.6 m:'r ' asaz•raetIW..yott imp is (zits tpaimtle?'u>tr "{51„ia dsep .sr..Iiim,ewlrcp a+t .3i!m:p Ai,thonv T. TDT3a III, P,-L. sada tt mi tassta mt Eet7e:q ; 5,tesim 4 al lu0'.'.tt0_';.mmini yt,taiEr:ky;tsrsew si5r raq±a?s1 G Ir. t C rt 4n wn WNm tm tat iPk.:. Pua{8;ttai i N W. ufc L4 a t dst Tim. 1.6"wma.a,llcas uaa3."tll &"3,te`tT3r E; Ent$:L-u4I Ad t1'91uhc E&rRt siM lit :rd tii NO(`t N6 21NY his S4.1fM a4aM6:Ca's''x11 K,E. 3i ShtYa :11 a111i3 mE tieits8 tt1NL.TM e2 nl ft nM_trs.Res l*t7N5ltd actin NTk i;a<.Z Qt` r'.. tom. •:F pnex'aK 3ir, x 1K3t: R'ii5 "51 St, bide Olvi. ie« sr erfiN ry a:aaxat! aL't'd wr r, ri' 8* Yt,aUn d+stSled the m„rs.;.-. .r: 82: 14t A i 1 6r, was a _ sirr [a{aec+ei wr 4mtaa{ :y raW' I4 { r as w, c, d:6iw PEi, Fait ?18SCi:, Fi 3 ,Gy6 oppiyR020I6A€ Rod TtnsnJaiPoo"LForbIII, Fi. ftp;odwionaflFsdatn:rsai morylow ispa 14Aw0oefThe wfillenferrns€an€tam).lEootilae{ts:Amun1,iomhlll;pl. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06, GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. a; 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. e 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 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/( VALLEY TRUSS y II III II II 11 1 BASE TRUSSES SSESTYPICAL) ( II q WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 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. iL ! NO SHEATHING) N.T.S. acne,- tirou rgs10 .tw•-1 t= 1t it.S"3";,Nin [6.a..t s;.€lt+,f<?( t11jvff'' iifw s.1^4owb;. Izi, ae+vpp,aa. t,evn .aH,.'. ms kgz i.,9Gk; rof:6t tcn,r au6i a. t.l. s+e _a ne6d r_. h ssrax..,e ,.k€s €M, ex a a -ansx 7lwe ir13e i SptG x esi.4 pas5i , way ,1, yz ^7 ssnl: du uea C y.; ac s'— i' N pen t.md wq 'r P+'*.?i!- If 6!at CIk .IL t:s; p fae ik ifd as mix 7ui i a`rs.pW'hltitig W I6;ti s€ udbs ss;pw it9 s<src..iwa€cc.gaani'Mr m w, Csrr snkni ra a M5;;1€a, 5+ ia e.,x 4lt &in Wr a€U!€x €s ¢.tia Po 1M Anthan7 1 en bo 111, P.E. oM tt I vKa '. Aui 9M+n klQasrdA 1 ',. rilmac tu q -„ rx€ € psaa:7d €x prm h i. 8C0fl3 6ddx€ a 3m aA (maum : aas ssmxt iG ,rd tU toff is 6ayai s ftr 4cxip (xawosu iaaa frrnra4m Al a+w €el ; asE ,z me t m fmi aear4tssa+s. ;yli s _, Sefr•.af€sN,ar, al ,4.aea .t„ yer l a%. nta rra: as aanah xsr rst 451 St, Lude Mid. mrs €tf mw cn4 .4a 1 m ta',ears4 d 9 M L s !sg ,er s ca[ Be ia.f *A 14 F s ,, >? s l e m W u s€c cri h_ i n a ifai tfrl. Fort Pierce, FL i494 rn;610J 2016 t 14w4i,ssas dn5„y thmlall, N'x_ awionoliss iotu xrf sr aayamfs _S F164it.d*;bsa :ldr fitea prtr-ss"anaomll[sa i,asser 6a€Eaep'Iaazek (il: £;. r4, ' JUI,Y 17, 2017 1 1\VJJLLLi Vi1LLL 1 JL 1 LJL I HIGH WIND VELOCITY) STDTL07 o A 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 VE SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUS I BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE TO NON-BEVELEDH I MAXIMUM 6 12 PT CH A NON -BEVELED BOTTOM CHORD BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) i`n P t fixca¢hse t 11#air!':!D4i.t>._,t;,Glk?lAt i4#fk4 i.(6N='iIC's;S.aY3'tY!i#s^kk.ii_i M(=z`3n..1:#.d,:§n#caAtkvt mf:tii k:w; ir:56tF4xR ti;k^'atdt.}s•F: iD.'a.}P t.4 #esi.>v. SY,e.'6+x <t do eFt aiiya,316 aE. i06. 7,: Ai':Yi iro SAg tt.:V k e4 f: k3a ..02'se L°a. iS 113x`.i CMtp z :=ae efh siamays D'Uar 'IG egnsetlt pllr5pbt[k xrlki Mtbttimd tMw.N,i# `.'.5iii!,, IM de a'jatd'Y n`.jt7 :4FNei to 1.YF S4rl t>; i #e tR3;SrOineue ifPta9 51dN¢. :SYl iriti- An ions 1. 'tiit;bo 111, P.E. wr:aA nL,a, la wr#cfugs3utsµai d r,dWt •.rof. fk nrio!.n..tq'mg k bAfa-a Ai4w. o:}wn!Il I"K, 0,114 W tie lot! inkaiD}tadtwelr'I :at nw,,,w4N W°ee}w .ek akrtth s, aArdw ka;e..s±allitai sa#!rngsh. aenrt.rtaia ryi=5s'v$3 i #si Ce! tc7rzeati uenwx kDxr>'.f ir>D .4001'wm NMI w11: Wim011,P iim kDiOg9t We vC 4451 S°.:Curie Blvd. ie3 tek^.acji7Rrr,u, getdq amfayk,cRgxtasknfreE ak ms:etgkirgDrlr t Claclrvl.Gr.grr,eA?!u;R:apnendcskiha# x1 4.K <-nrxiwsufm.@4!, Fat P;eice,-FL 34946 fn"..<;.0 k)"111A.I IC 1i,,:ru... L.A, 'T I—I,'111 01: D.a A'_n Gn AA D..41—r..,.k ek•a"1 r. 6Rl DL.' - FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTLO8 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. VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. T VERTICAL 2X6 SP OR SPF STUDV2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - IDd NAILS DIAGONAL BRACE 4' - 0- O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN A Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO A BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, ROOF3X4= PLYWOOD SHEATHING TO r SHEATHING I- 2X4 STD SPF BLOCK 1 v gam_ DIAGONAL BRACING ** L - BRACING REFER I v n REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 3/ TRUSSES @ 24' D.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 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 4B' 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. IOd AND 16d NAILS ARE 0131'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 2X4 SP #31 STUD 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP#31STUD 24"O.C. 2-8-6 3.11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 3-1-4 1 3-11-3 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 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 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBROARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09 WITH 2X BRACE ONLY DOTES: F—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING S IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90% OF WEB LENGTH. FHIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TI ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 ]—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 STDTL10 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG 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 ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT 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'). I NATTACH TO AB S ITH (3 X- 1) dL 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 CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIA.) USE METAL FRAMING ATTACH TO VERTICAL L ATTACH TO VERTICAL L INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0.131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - STRONGBACK (TYPICAL 0' I WALL SPLICE) (BY OTHERS) 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) FEB RNRY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP F HIP SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 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. STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS EXAMPLE: NEAR SIDE 3) - 16d NAILS (0162' DIA. X 3S') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60" 45.00' SIDE VIEW 2X3) 2 NAILS I NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° FEBRUARY 17, 2017 UPLIFT TOE NAIL DETAIL n STDR i' IIY 1 i e e: s. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. 162 72 58 39 37 25 FEBRUARY 5, 2016 a A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I Z)x4 TYP 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-103 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTLI4 0 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3,4946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [ 4) 12d MAX 30" (2'-6R') 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON HS M gnnuffm;tI 9% -.lP`f QttF'Cit ttMit{(iAJ71 -y'W'; t'd'[xCR` .AX b thH. Ns ya h•m' Mre h :k; a{i a4mi a. nk k'>f. t' ±rl ,r. Al.v. xN I e ui, Anthony ki rstt k .[. p W - , S jr M .. 5# _ M OG,rrnenia«.s/rsd fef i 1 en pe-- to R, 7rde -" 'te{wa m ( d (ni !fb 3hn Wtq 61pr t a: r ;r« w3tq-, w aseans ae asu tqa' arte:s7 vn. t w+r atR mia,y ut...t n ,¢,•,.a c< 5ar ha - t - ,wn: ,p Awna >pt essa Iu m >;t;,d Tomboo Ill, P.E. 9033i+3x e rm, 4t I>WW 'twv LEa reµ4: y. -aq tt31 aI sil IY -!{:3 ,yrrrxN#ya ><;rir:s t It e x y»:kdxfsx Mlm!s rc' ,( a.,ipn. t!n n,p rga«!w7sis YrMp^rrc,-xzts 445:. St. LUtM B'Vd, s&•. .enxaF (a_r sazn ap' s'1n.n; az ix t.rs, Ae..ge Enzo-r s§'!!rS It D gw.nt rp - x7-lN:gw4 Ch az:e t4:Yfta'MI c Ce,yfgh- 2i 1b41Rcal tissses-hn h¢ngL[emhu [It P.L fie radon an ciao d¢;umen.ia ¢o fan s m1i.J.-wi:koil Ei•c .ine? For- "'Ic' er FL 34916PYpRosston"ina.kl Ac¢t &esus. {.tkspr 1. tc?bo tY, P.i. FEBRPRY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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 1 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 46. 3657 5485 3346 5019 2829 i 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2XG) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT 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. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 r, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. I(vilall.earrOrl THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24, O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 0 18' V uuME cP 00 Cil MR r` C 3 i j CJ3 Cis Q r olc COVERED LANAI A02 A03 A04 A05 J A06 AO AU8 A09 AIO 0 Al0 A10 Ali All i All All i i B d T ti 4B l1 156 1 JOB coo Bag c B03 r coz Boz ic d E04 0 ci3 E ooz Fn4 78. 14' 4" 50 0 HATCH LEGEND 12" COFFER a 9' — 4" A.F.F. 5 CAiC NU 1 L: ALL RUJJ I U WALL ANUIUR 1 RUJJ I U LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS D.. AND TRUSS LOCATION ONLY THE BUILDING DESIGNER IS REPSONSIBLE. FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS - FOR BRACING & ERECTION DETAILS REFER TO, BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 1U524. H -i IHD46 JUS26 MSH422 THD26- K MUS26 OD THD28 OE THD26-2 OF THD28-2 JUS46- HB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD o LIVE LOAD 20 ASCE 7-10 O O o DEAD LOAD 10 150 MPH fXP C 00 LIVE LOAD SO* CATEGORY 11 m = DEAD LOAD 10 ENCLOSED t TOTAL LOAD 40 FBC-2017 z' DURATION FACTOR 1,25 TPI-2014 REV DATE BY REMARKS Of 04/18/18 JT CODE UPDATE It is understood that above APPROVEDconditionshavebeenreviewed are acceptable for the APPROVED AS NO fEDfabricationattrusses. a evations,pitches, overhangs, REVISE AND RESUBMIT fascias,ceilIng elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE 1 ARCH: 08-17-2016 STRUCT:--/--/---- CUSTOMER I RYAN HOMES JOB NAME I SEASiDEul `B' LOCATION - COMMNTY / LOT # KENSINGTON RESERVE i LOT 7 BLDG _ BLDG _ TYPE # JOB # 73409 MASTER WRCSSIB DRAWN SCALE DATE 09-13-2016 AL N.T.S. 1= TRflJSSES A FLORIDA CORPORATION Ph 772-409-1010 f Fax 77 2-d09-1015 h ttp:/! www. a t truss- com, REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED 0 3 T 7( Address: M6, BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing's— Walls 30 Sheathing',— Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall /Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation' Final 1000 Final Single Family Residence Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final BG tom-(Y: art'hs'l oat,'.. hF P/ LPNs-E Y0Tt .(%' {'I,t L : s2LZ:u Ins ection Descri 'tion MinDescriptionMax10 Plumbing Under round 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final y r Y {* at ' 3 5 wMECHANICALYPERMkT f - -. .. rF rl u r ,y, ( ('. , fit l Min Max Inspection Descri' tion 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 UNIVERSAL - UES P.roject-No:-0110.1700732.0000 Workorder No: 9421235-1 ENGINEERING SCIENCES,, Report Date: 12/4/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services * Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3106 - 2tl In -Place Density Test Report Client: Ryan Homes UES Technician: Cesar Contreras 4307 Vineland Road Suite H-16 Orlando, FL 32811 y&r FDate Tested: 12/04/2018 e Project: Kensington Reserve, House Lot -Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 111 (3906 Crawley Down LP) Type of Test; Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Fill Depth inch) Pass or Fail 1 East Footing (Proposed) 1_2 ft 105.4 12.2 101.7 13.6 96 N/A Pas: 2 West Footing (Proposed) 2-3 ft 105.4 12.2 103.5 11.7 98 N/A Pas: 3 North Footing (Proposed) 2-3 ft 105.4 12.2 104.2 10.9 99 N/A Pas: 4 Southeast Corner 1-2 ft 105.4 12.2 102.1 12.9 97 N/A Pas: 5 Northwest Corner 2-3 ft 105.4 12.2 104A 10.1 99 N/A Pas: Remarks: * At the time of testing footings had not been excavated. DESCRIPTION AS FURNISHED: Lot 1 11, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. TRACT I RECREATION AREA TRACT H (CONSERVATION AREA) LOT 111? 110.61' 94, 49' 5.00" 30.0' FORMBOARD FOUNDATION TOP OF FORMS 31.40' 5.00' 8.7 im O O OL6 5.00' 5.00' IF- 3 7 ( LOT 110 25.20" 25.20' 10' UTIL. ESMT.is /p 1- - S 40013'15" W 40.00' CRAWLEY DOWN LOOP 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW GC F0 IMPERVIOUS COVERAGE = 2,094t SQUARE FEET OR 28.5i SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A Fi Q CONTAINSLOT LIINGAREA CONTAINSS 1,090± SQUARE FEET S PROPOSED FINISH FLOOR PER PLANS = 31.4' R LOTSSIDE = 10' FOR 5 Q CONC LANAI PORCH CONTAINS 547t SQUARE FEET SIDE STREET = 25' C RUSEINMEYETR-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT P1IJ_ POINT ON LINE NOTES: F = FIELD IP. CREW PIPE TYRPRC. TYPICALPOINTOF REVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF R. IRDN ROD PCC. PONT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES MC.= CONCRETE MONUMENT RAD. MR. RADIALNON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET IR. = 1/2' I.R. r/MLB 4596 REC. = RECOVERED VP' WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. = POINT OF BEGINNING CALL CALCULATED OR EISEA40475 THAT AFFECT THIS PROPERTY P.O.C. = PONT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q = CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&D = NAIL 6 DISK BS.LBN. BUILDING SETBACK LINE HENCHMA3tK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V RIGHT-OF-WAY ESMT. = EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS ELSE BEARING (B.B.) DRAIN, = DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. '.. UTIL. UTILITY 9 CERTIFICATE OF AUTHORIZATION No 4596' CL.FC. = CHAIN LINK FENCE VD.FC. - WOOD FENCE C/B = CONCRETE BLOCK PC. = POINT OF CURVATURE P.T. = POINT OF TANGENCY CERTIFIED BY: DESC. = DESCRIPTION R = RADIUS L = ARC LENGTH D - DELTA C = CHORD C,B, - CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' T GRUSENMEY R.LS. 4114 UAMES W. SCOTT, R LS 4801 ZONE 'X" MAP j 12117CO09OF (09-28-07) SCALE 1-- 1' = 30' I DRAWN BY: -' DATE ORDER No. PLOT PLAN 09-10-2018 5888-18 FORMBOARD FOUNDATION/ELEVS. 12-04-2018 8072-18 15 lightyears, Inc 5 776 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, lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 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, 71e. _...:`... Timothy`Srnh 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 FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems C cfm25 577 - oQ/ 41.(?G = ©. oa3 qn Total of all Total Conditioned systems Square Footage License/Certification #: 9704654 Issuing Authority: RESNET Certificate of Achievement THIS ACKNOWLEDGES THAT Will Torres HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 9704654 Certification Date: November 7, 2018 Certification Expires: November 7, 2021 Tim Smith, RESNET Quality Assurance Designee 15 11 h t ye a rs RESNET QA Provider # (1998-199)