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HomeMy WebLinkAbout3715 Hanworth Lp 17-1948 Permit & (A)COUNTY OF SEMINOLE IMPACT FEE STATEMENT t7' / 9 Y/ STATEMENT NUMBER: 18100004 DATE: April 30, 2018 BUILDING APPLICATION #: 18-10000400 ` BUILDING PERMIT NUMBER: 18-10000400 T J1 UNIT ADDRESS: HANWORTH LOOP 3715 17-20-31-5VC-0000-0250 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUE: PARCEL: O 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: 3715 HANWORTH 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 Family CO-W?DE ORD Housing 91000.00 1.000 dwl unit 91000.00 PARKS NA 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes I r Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: _ 18-1948 Parcel ID Number: 17-20-31-5VC-0000-0250 GRANT MALOYr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT 6 COMPTROLLER BK, 9166 P9 1560 (1P9s) CLERK'S a 2018077236 RECORDED 07/05/2018 12:09:41 PM RECORDING FEES $10.00 RECORDED BY tsmith 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 # 25 of Kensington Reserve 3715 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd. Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name, NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number. 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 a. In addition, Owner designates of to receive a copy of the Lienors 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 SI re of owner or Lessee, a Owners a Lessee's (Print Name and Provide Signatory's Tide/Omee) wtodzed offl." UeetalPanner/Manager) state of Florida County of O The foregoing Instrument was acknowledged before me this e7>k day of 20 18 by Dayna Mitchell Who Is personally known to me EX OR Name of person making statement who has produced Identification 0 type of Identification produced: w •, TRACY LEIGH MCDONALD at1FlE000PY 6R S COURtOY'' 4 4P : CE CIRCt1 - MY COMMISSION 1t FF925012 KOFiHE a f EXPIRES October 06.2019 NO't' '19t `r Y • t TY, FLO°•1 ='• •'' 3 a i:,, f 7!19.8..: F"idalloa VS6fVK0 Wr Sc Mt;3 CLERK0.5 .,. pEP N BY Date REQUEST FOR TUG & PREPOWERAGREEMENT ALL RESIDENTIALTROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Dater . —1 1 Project Name: Kensington Reserve ,prteieO Address: 3 l 5 a"*,, )o j4 Lo d , Building Permit #: l S$ — L 9 4S Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes P Nef O/T Signature of er/Tenant Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # JURISDICTION EMPLOYEE NAlvlE: JURISDICTION: i CALLED INTO: o Progress Energy Florida Power and Light on Rev. 02/10/15) t 1 ' APR 1 2018 . Ry X til\Gk' J: 7 Job Address: 3715 Hanworth Loop P /0Z_ 8JCITY OF SANFORD OBU LDING & FIRE PREVENTION PERMIT APPLICATION Application No: I y — 19 Lp Documented Construction Value: $ T 2-1SLA 1, •` Historic District: Yes NoEA Parcel ID: 17-20-31-5VC-0000-0250 Residential X Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4/19/2018 4/19/2018 Signature er ent Date Signatur of Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 4/19/2018 4/19/2018 Signature of Notary -Slate of Florida Date Signature of Notary -State of Florida Date o1 RY?e MEAGAN LYNNE FOWLER rp1h4 ? e MEAGAN LYNNE FOWLER r MY COMMISSION # GG 063253 , MY COMMISSION # GG 063253 N,I' ll, F EXPIRES: January 17, 2021 "; °T EXPIRES: January 17, 2021 I OF 11 " Bonded Thlu Budget Notary services FOF Fio Bonded Thru Budget Notary Services Owner/Agent is X_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building @ Electrical [a Mechanical o' Plumbing Gas[-] Roof Construction Type: \/g _ Occupancy Use: 2 :_) Flood Zone: 5EE ATTctc, Total Sq Ft of Bldg: Min. Occupancy Load: \ ?? # of Stories: New Construction: Electric - # of Amps a Fire Sprinkler Permit: Yes No [Z # of Heads APPROVALS: ZONING: 6 UTILITIES: COMMENTS: ENGINEERING: INCG S -8 -IPS FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 43.9 °% tINI. pCLS o.,e -Tr- t CTR Plumbing - # of Fixtures 19 - Fire g Fire Alarm Permit: Yes Nogj WASTE WATER: BUILDING: 6•LS ltg Revised- June 30, 2015 Permit Application CITY OF SANFORD y ? BUILDING & FIRE PREVENTION A R r PERMIT APPLICATION Application No: Documented Construction Value: $ 83,291 Job Address: 3715 Hanworth Loop Historic District: Yes NoEA Parcel ED: 17-20-31-5VC-0000-0250 Residential X Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ie 4/19/2018 9f4/19/2018 Signature ner ant Date Signatur of Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print contractor/Agent's Name 4/19/2018 Signature of Notary -State of Florida Date 4/19/2018 Signature of Notary -State of Florida Date ro,RY P e MEAGAN LYNNE FOWLER ro ;° P'e MEAGAN LYNNE FOWLER N,x * MY COMMISSION # GG 063253 - * MY COMMISSION # GG 063253 Z EXPIRES: January 17, 2021 's 9g EXPIRES: January 17, 2021 s' EOF F% Bonded Thru Budget Notary Services FOF Fro bonded ThN Budget Notary Se1VICe5 Owner/Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: " V'2d WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30,20 15 Permit Application SXNFORD Y OF PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdonaonvrinc.com Property Address: 3715 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number:17-20-31-5VC-0000-0250 Phone Number: 407.692.9820 ' Email: trmcdona@nvrinc.com The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFA CIAL US• ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain []floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1948 Reviewed by: Michael Cash, CFM Date: May 8, 2018 0 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F 1877- Landscaping in Right -of -Way www.sanfordn.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the iuwerwurtibelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbeforepudl4 1. Project Location/Address: 3715 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is s itted by: arty Owner Signature Print Name: Tracy McDonald Address: 430 and Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 04/19/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have repoadlihderstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 04/19/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date. Date: Date: 5 _g —Z0 (v Date: November 2015 ROW Use Driveway pdf 4/19/2018 oaNdlar mn,CFA PAPPRAISER scrv acoounrrv,aona SCPA Parcel View: 17-20-31-5VC-0000-0250 Property Record Card Parcel: 17-20-31-5VC-0000-0250 Property Address: 3715 HANWORTH LOOP SANFORD, FL 32773 Legal Description LOT 25 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $67,000 0 67,000 Schools $67,000 0 67,000 City Sanford $67,000 0 67,000 SJWM(Saint Johns Water Management) $67,000 0 67,000 County Bonds 1$67,000 0 67,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Fina Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 0.001 0.001 1 ! $67,000.00 I $67,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParceiDetailinfo.aspx?PID=l72031 SVC00000250 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: - 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 applicption for work located at: street Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this day of .r 200, by Robert Lattanzi who is ®• erson I •own me or who has produced as identification and who did (did not) take an oath. Notary Seal) 2a,r4Y Pue, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021Nlf' Fo Bonded Thru Budget Notary Services Rev. 08.12) Signature FA 4-46 liV f^ow L46 K Print or type name Notary Public - State of Commission No. My Commission Expires: SQ.FT. CALC.'S LIVMG 2034 SQ FT. GARAGE 429 SQ FT. ENTRY 30 SQ FT. LANAI w SQ FT. TOTAL 2591 SQ FT. EXTERIOR MASONRY WALL BIEi 10604T6 9'-4' BRS. I2' -S' EIR's LOAD BR's WALL C M ISL PRIOR TO DRYWALL INSTALLATION CN ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATMENT 6PRAY COPCIBIT MD CLAWM NRO LOADS RAW NRD EIPWM 1'-4' V.S. 4'-4' Y-10' 8'-0' l'-10' 5'-0• FOR aOE OWaum air000R ICITCFEN PLATE Txb CJILB aouw on MONE m1A11.O FFEA? D R' OG FmAm X011101 I Ib O1z -0' S 24.9/ -3015 2 21 30M OR 4 7T00/ -30" 3 n W UAWADV. 5 2&4V -3131 3A n W 10? - . ApV. 5 26AV -3131 98 n IEGI EVEm86 4 26.4V -309 3C 1 11-13-6144MP I5 -SH 29 -SH 2SAV -309 4 n I5 -OW 4 MAI/ -309 4A n 25-544 4 26AV -309 4B n 25-864 5 2&4V -3131 5 n 25 -SH 5 2SAV -3131 6 n 25-6H 4 20.41 -30.9 1 48 6060-6CD. 5 KIN -400 8 n 25-514 4 26AV -30.9 9 n I5 -SH 4 28AV -309 10 n PGm66 4 26AV -309 11 n 1EGOWSO 5 16AV -3131 IIA n 29 -OW 4 28AV -309 O 10 ITEMP. 4 29.13/ -3L92 I2A 10 IH4-614 4 2943/ -XW IFI U n25SSS 4 2S4V .309 WIND DESIGN CRITERIA A OASIC CRD SPEED 1'1°11 l3 SECOID GUST1 ALLT.00 / VASD.86 MPW O. @f ON& PNE86UFZE COEFrICEW-• 18 a RISK CATEGOW-rrPEC C L'T' 5 D. 00 00URE CATEGORI• C 4'CLCL IIY NOTE. VALUES FOR CCMPo IENTS 4 CLAPOW3 PIE5$u1! ARE OASEO ON TM vUlt DEOVN CRD SPEED. FEMMM 6TH ED. 12On1 ALLOCO TTE:SE PRE69 MS TO 13E KILTIPLED BY O6 TO MEET TFE ALLOCNOLE OR NOTIKAL TESTED VALUES USED BY PRODUCT MAMFAGTVREIRS. CABINET SECTION Q ARCH DETAIL 03 ARCH DETAIL 03 ARCH DETAIL ARCH DETAIL II' -0' 29•-0' 1'-4' V.S. 4'-4' Y-10' 8'-0' l'-10' 5'-0• OCLTOP air000R ICITCFEN PLATE Txb S moon FFEA? D R' OG ROUCi1-IN VERIFY CABINET SECTION Q ARCH DETAIL 03 ARCH DETAIL 03 ARCH DETAIL ARCH DETAIL II' -0' 29•-0' 1'-4' V.S. 4'-4' Y-10' 8'-0' l'-10' 5'-0• air000R ICITCFEN 8 ROUCi1-IN VERIFY E LOCATION O t C O 90 10 II 91111111111 25 -SH 25 -SH I5 -SH 29 -SH LANAI S 1 I EGRESS EGRESS I V-4' CLC. 3'•10 4'-b' I Io I 5 6 • 75-6H m GREAT RAI. OWNER'S SUITEm14'-0'x19 _mI IV 9'-4. CAG. L3' -0'x16'-0' I 9'-4' CLC. n D rn I 9'-4' CLC. I S' -I' S'•5' 12'-4' Y-10' 6'-0' 4•-4' C L'T' 5 4'CLCL IIY Ig 4• m amII100, ea-4• CCA Arrlk III DENTNG 3'-0 to 9 III @'-4'xB'-10' 1 9'-4' CLC. IU 44'1'•'.0'' 4'-2' 3'- 044' HIGH IIcq WALL46.4___ I 9'--- IR -ISH r- 1 4 I I I 1 b'-6'x5'-6•I IWII G 6 OR0 W-4'J.I.D 0 Y a pl _ 1 BDRAI.i3 Q'-4hclm-0' 0 I I I I Im'-m'xQ'-6' 9'-4' W-4• CL& Cr9 0' AFF. 2-m' 13'-2• rII W-2' SZ' -S' 0'3•_4• II'-?• RAC. rr ELEC. n i O II I A PANEL LA I I u II 9 OHALM71IsCAET/0 CiCa. 18 Li. Y-4• oLa I I AIUD RAI. r36'x22' Y I S 9'-4' CLC. I I ATTIC TILE) L- - - J ACCESS SH C IR-I6H ---- 4 J1 OF. IQ' TLEJ Q 5•_10• 3•_10• 3'-6' 10' - b' L3' -S' I •4• 5'-S' 12'-4m' Jo 9'-4' CLG. 2 -CAR GARAGE 19'-S'x20'-2' 24 -GH W 1 2[ 9 STOE 3A1M.ABV. = vom 13416'-1' k'4 QG `C 16'-0'x1'-0' 011 I m • st 5'•I' 3'-I0' S' -I' ?'-6' 16'•0' 2'-6' 14'.0• 5'-0' ?I'-0' 40•_0• FLOOR PLAN - ELEV. "F" SCALE I/W r 42' W*W WALL W/ GI -Aft ABV. 0I 1taiD 1 BT" ve4lum A R C N I T E C T S f' 1; Desitin Grou l. 141 N RONALD REAGAN BLVD LONGWOOO. /L 37770 F4L 407.774407$ FAX407.774AO74 4AA R006332500073. 063325ao. n 77 r IIIIIIIIII 8 E O t C 91111111111 1 8 E O t C r E1TIHDIV. & XOTCl KENSINGTON RESERVE LOT#25) MODEM& SEAGATE VERSI014#04) PRO T#* 02997.000 PAGI4`' FLOOR PLAN DATE: 3/28/18 19CAIM 1/4"=1'-0" atter 2 OIr 6 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR -DETACHED Permit # BUILDING PERMIT a,;;; `.',„' „ ,,.,, „,;;:, R; Min Max Ins ection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 Address: TRI MIT.: a,;;; `.',„' „ ,,.,, „,;;:, R; Min 'Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 1VIECHA•NI 1AL.PERMI; a,;;; `.',„' „ ,,.,, „,;;:, R; B, 767=E-— Inspection Description Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHA•NI 1AL.PERMI; a,;;; `.',„' „ ,,.,, „,;;:, R; Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD AUG 2 1 2018 BI ILDI.NC;,8t IRF.-PREWNTION I?_ERMITAPPL•KATION A .lie.ation No: r ,zpP "l Documented Construction-VAlui: S Job Address:' (\ l7 4 Historic District:,'Yes.E'!10g Parcel ID: Res10ilitia ' •Cominerdal Type of Work: Ne!ga-.Addition 0 Alteration El. R•epair•Q ;fie tq.0 Cha>gge of Use Q;: Move. Description of World" -,ns alb•' ;p ftifF C.`t;J "iti` c. 1;1t y`"_' f I' Plan Review Contact,•Person: it -1 1 p.Vs Ttide: I• Phone: U7-S$5,3Oo Fax:01-3-55.3 Email: hOQG C al4u. Ccrrv Name Street: City, State Zip: Name el -T Street; 11:_53 City, Statc Zip: Name: Street: City, St, Zip: Bonding Company: Address: PropertyOwner nfortne ion S i% Phone: sa c Resident of property? : Fly 741 iSGO Fax: 053 State License No.: — O - T-- ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMEIVCEIVIENT 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. Applisalien is eteby-tnade-t"btain-a-permiwork-and mstafla commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5n' Edition (2014) Florida Building Code Revlsed: lune 30 201 S _ _ — - - — — _ —` — Pimit Application-- ttr- — NO_ TIM 1n -addition. -to the re4uiitmtnfs•of.. this,permit, there may be additional restrictions applicable to this property that•may bz found in -the -public records•ofttiis eoltoty., and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptartce.of permit is veriftcatiop that I will.Aotify thb owner of the property ofthe requirements of Florida Lien Law, FS 913. The City of Sanford requircs--payment of a• plan•revidw fee at the.time'of permit -submittal. A•copy, of die executed contract is required in ordec<to calculate a plan review charge and will. be considered the estimated construction value of the job at the time of submittal. The acto construction value will be figured°based on -the current ICC Valuation Table in effect at the time the pbrmif•is issued, in accordance with local' drdinarice. 'Should• calculated charges -figured off. the executed contract exceed the actual eonstiuction•valtie, credit will be.applied tp yourpermit, :e ..;whpn.'the:permit is issued. OWNS-R'S-AF'FIDAVIT:1,6 rt* tlrat till'df the fbiregoing information is accufrate at -Work will be4one in compliance with ill applicable•llaws regulatipgi'tonstfuction and zo i g. , Signature of Ownedftwt Date Print OwnedAgenCs Name. Signatun:_ofNetuy-State of Florida ..Date. • • Si " it of CdntraetodAgea 1 1 % •mac Signature of Name ^ ( z e o Florids Date 4*''LM1,; CHERYL D AKERS MY COMMISSION # FF998962 i 40r);2"Is3 FbddaNatiiySendee.com Owner/Agent is ' Personally Known to Me -or ContractorIAgent is _Personally Known to rte or Produced 0 Type of ID Produced ID 'Type of ID BELOW IS.TOR••Oi+FICE USE ONLY Permits Required:. Building Electricals Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:.. UTILITIES:_ ENG ME -RING: FIRE: WASTE WATER: BUILDING: Remised: June 30-204- - -- — - ---Pg iLappljrAdo _ STATEWIDE 1-888-831-2665 DEL -AIR - State Cert CAC032448 HEATING • AIR CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5/2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5/2.0 15.0 4 9,332.00 3.0SEAGATEVERSIONIIIOPTBATH2 4 5139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 1 15.0 14 5,747.00 SUMMERLAND OPT BATH 2 3.5 115.0 5 51896.00 SUMMERLAND OPT BDRM 5 13.5 115.0 5 6,019.00 THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months OB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath tans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH63201-11000DAG), and a 2nd year warranty. plans with asterisk also have 2 -zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add T' Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan greater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials H1 V til'\'1'I:l:l Wr.11(: $l 1011 448 1 (:(1111x('1) m .%l' 5.udurd.1.1 ?3771 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001948 Date 8/21/18 Application pin number . . . 942720 Property Address . . . . . . 3715 HANWORTH LP Parcel Number . . 17.20.31.5VC-0000-0250 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 275411 Application desc need noc Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood ZoneNONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2581.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1072461 Permit pin number 1072461 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 70.00 Issue Date . . . . 8/21/18 Valuation . . 4977 Expiration Date . . 2/17/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1053.00 02 -CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001948 Date 8/21/18 Property Address . . . . . . 3715 HANWORTH LP Parcel Number 17.20.31.SVC-0000-0250 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1072461 Permit pin number 1072461 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_ Parcel E, T ypt. of wO&T, NeR , Addi Description of'Worl '-. CITY OF SANFORD AIDC 2 1 1018 BIJfLQING;,8: FIRE.'PREVENTION c .,' ::RRMITAPPLICATION Applicati!DiI'N.o: Ii.r.t . " •.. Documented Construction 'Value:.$ Gi r' Hisfol-ic.)Distri t;: Yes:O Ivo W* d'e'i1eu Corililiercial Alteration 0. •_Repair• =pemo.0 '•Cha>age.of e• 1N ove.El Plan Review Cont -2.0 -Verson: Yl ar,l p. ?`tithe: Phone: `W7-is,158C)OU Fax:3$45-3 Email: 1lGCpX'a14e„r; fnnn property Owner Information Name06W% Y, 910; 2 Phone: Street: Resident-ofproperty?:' City State Z I ...`GG.....' .:< ' (,( Name :l.Th --- 't ' ...._ Phono: -'l- JrJ Street: Cod - TSLO Fax: L 0- T City, State Zip: t c.L` +r State License No-:t(J30--- Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: F mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMME•NCEM•ENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. pp:isatien-is-Itercby mede ttrofttain-x-permit to-do tfic-tivorlrand-insta#aticmrarirtdicated —k certTfp thut commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FSC 105.3 Shall be inscribed with the dale of application and the code in effect as of that date_ 51" Edition (2014) Florida Building Code Rcv,ud_June 30, 201 S _ _ r _M-- Permit Application TIOTIM Iwadditi6wto th6 re4wi•ernenfs.-this permit, there may be additional restrictions applicable to this pmperty that-may•lie. ibund'in•the•pulilic• recbrdt ot'.this county,, and there may be- additional permits required from other governmental entities such as waier management districts, state agencies, or federal agencies. AcetptanCe.ofpermit is verification that 1 will "notify flit owhei- of the propenjr of tete requirements of Floridr{ L-Aen Law, FS 713. The'Pity pf Sanford tegtrires:payment of.,a plan, reyic* fee at the.time:a'f'permit subniittal. A -copy, of the execttted contract is required in ordec:t6.calculate a plan review charge and will -be contidered the -estimated construction value of the job arthe time of submittal. The actual construction• value will be figurdd•based on the current ICC Valuation Table in effect at the time the OMiiit'is issued, in gccordancc with local'drdinadce. 'Shoulid calculated charges•figured pf .*the executed contract exceed the actua'I:construction value, cmdit.i ill be,applied to your•permit fet:s,wlien:the:permit is issued. O V,NRR'S:AFI-0. T: Tr+ce'r -if that all -of the foregoip'g•infoi-mation is accurate •at'' work A+itl: . belbitie in compliance with .a. app7idable,laws regalat tar,,'gonstruction and zo g, , Sip 4ure4f0wnedAgent Date _ski.-) ofe Print Owner/Agent's Namq ni Contraei Signamre,of Notary -State of Florida • Date, siptawn NameMVse ry-State of Florida 13 CHERYL D AKERS MY COMMISSION # FF998962 Ii Doi 153 PIa Oallo,SeySu Axaan Owner/Agent is Personally •Kjtown to Me: or ContracterlAgent isPersonally Knovitrr to Me or Produced ID Type of 1D 'Produced ID Type of ID BELOW IS.FOR OFFICE USE ONLY Permits Required: _ Building [1 • Electticafa Mechanical Plumbing0 Gas Roof Construction Type:- Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Ycs No # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING;. UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Itevi.ed-lune.l0-20a•S — —•— — —-a..r...,r•w•pplitmtm- Ak STATCWIUL'a DEL -AIR State Cert CAC032448 1-888-831-2665 HEATING • AIR CONDITIONING David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: 4/0 R-38 — Vented Under Attic 6,260.00 R-19 - Vented Knee Wall 2.5 R-7.0 -Block Walls 8.2 R-19 — Frame Wood, Exterior 6,189.00 R-13 — Frame Wood, Adjacent PLAN NAME Windows — Vinyl Low E SEER Double Pane - U -Value = 0.34 SHGC = 0.30 COMBOS Water Heater — 40 gallon Electric Eff: 0.94 GOODMAN REAGAN POINTE - 34' COTTAGES CONTRACT PRICE 7497 2.5 14.00 8.2 4/0 6 449.00 6,459.OU 7498 2.5 14.00 8.2 4/0 6,250.00 6,260.00 7499 2.5 14.00 8.2 4/0 6,189.00 6,199.00 40' NOTE: PRICING BASED ON NEW COut. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials HVAC STATE CERT. LIC 0 CAC032"S S31 CODISCO WAY sunrord. FL 32771 44071337-.CUUL ww%.delaiorum TOTAL TOTAL FANS/FAN- CONTRACT CONTRACT LIGHT PRICE PRICE PLAN NAME TONNAGE SEER HSPF COMBOS CARRIER) GOODMAN 75'10 3:0 14.00 8.2 4/0 6,850.00 6;832.00 7511 3.5 14.00 8.2 4/0 7,044.00 6,995.00 7512 3.0 14.00 8.2 4/0 6,978.00 6,960.00 7513 3.0 14.00 8.2 4/0 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW COut. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials HVAC STATE CERT. LIC 0 CAC032"S S31 CODISCO WAY sunrord. FL 32771 44071337-.CUUL ww%.delaiorum FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002318 Date 8/21/18 Property Address . . . . . . 2958 GIPPER CIR Parcel Number 22.20.30.520-0000-0040 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1072412 Permit pin number 1072412 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002318 Date 8/21/18 Application pin number . . . 133654 Property Address . . . . . . 2958 GIPPER CIR Parcel Number . . 22.20.30.520-0000-0040 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 295335 Application desc need noc Owner Contractor DAVID WEEKLY HOMES DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2717.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1072412 Permit pin number 1072412 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 8/21/18 Valuation . . . 6832 Expiration Date . . 2/17/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Utility services are form Seminole County Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1113.00 02 -CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 9 - ) n'L/ 2# Documented Construction Value: $ qc),4te Job Address: 37/5 J Qf'1I,C'i l .-.ColJ Historic District: Yes [I No Parcel ID: Residentigiz Commercial Type of Work: Nevi Addition 11Alter/ation Repair Demo Change of Use ElMove Description of Work: 1 A'.-) 15 ti. i n rho -SP Ko )I r -Q Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: qc)" - Street: 7 2Resident of property? : n City, State Zip: 1 r` Contractor Information Namdr; 1 G (h Phone: J Q % - n Ll- f o - '7C)n Street:. Fax•gD"7 t004 7 5 fn City, State Zip: k')Lnivrid78 State License No.: EL Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application<4 /1 60 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 113. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date r'r1— IjR li'gnaturc of Contractor/Agent Due boccK m Nonimcic r/Agent's Name Signature of Nota State of Flo da Date r 4, PAMELASIMUS Commission f GG 110622 y a Expires August 7, 2021 asMae rim kopi llo" Mm Owner/Agent is Personally Known to Me or Contractor/Agent is K Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall he Inscribed with the date of application and the code in effect as of that date: Sa' Edition (2014) Florida Building Code Revised: lune 30.2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: I I qq b Documented Construction Value: $ S Q Job Address: t l .-our nr h Historic District: Yes No Parcel ID: ResidentialPIC ommercial Type of Work: NewFAddition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info a i-orlando.com Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-C057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall he Inscribed with the date of application and the code in effect as of that date: Sa' Edition (2014) Florida Building Code Revised: lune 30.2015 Permit Application NOTICE: In addition to the tequitements of this per found in the public records of this county, and there mmit, there maybe additional restrictions applicable to this Property that may beaybeadditionalpermitsrequitedfromottergovernmentalentitiessuchanaswatermanagementdistricts, state agencies, of federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFTYDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sir"MofOwaer/AMM D to Print 6iiA@Mei Name SigoatutiofNotsrysmseeofPtoiide Dam Owner/Agent is Personally Known to Me or Produced ID Type of ID SipenueofCantrseta/Aaent Dnp A. Tlmomm StaM l C 2*940 /A W's Nemo NOP.0 '*tW-Sbft of 11,40 . 1Aera0m L VYartueke.4mM tiiWARY Pt1SUC z STATE OF FLORMA L cam* O<3ti38889 c A, Exores x1/2IMI contractor/Agent is X Personally Known to Me or Produced M Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Construction Type: Total Sq Ft of Bldg: Electrical[] Mechanical[] Plumbing[] Gas[] Roof[] Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Spriukler Permit: Yes No [] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: ECNTS: UTILITIES: Fire Alarm Permit: Yes[] NoEl WASTE WATER FIRE: BUILDING: P--Aseck lune 30, 2015 Pamit Applieetion 4 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot25KensingtonReserverSeagateFGRE Builder Name: RYAN HOMES Street: 3715 HANWORTH LOOP Permit Office: SANFORD suit City, State, Zip: SANFORD , FL, 32773 Permit Number: Q _ 9 4048Owner: Jurisdiction: 69403 V NFO/? Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (11936.7 sgft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ft2 b. Frame - Wood, Adjacent R=13.0 322.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (2048.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2 6. Conditioned Floor area above grade (ft2) 2034 b. N/A R= ft2 Conditioned Floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(301.3 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 a. U -Factor: Dbl, U=0 35 229.71 ft2 SHGC: SHGC=0 29 b. U -Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U -Factor: Dbl, U=0.34 15.89 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 7.71 ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.612 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2034.0 sgft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.148 Total Proposed Modified Loads: 57.03 PASS Total Baseline Loads: 60.77 1 hereby certify that the plans and specifications covered by Review of the plans and F -KE STAT' this calculation are in compliance the Florida Energy specifications covered by this Code. calculation indicates compliance yQi i„bFaa with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 4-9-1Ft Scoft Pratt this building will be inspected for compliance with Section 553.908 e I hereby certify that this building, aided, is in compliance Florida Statutes. with the Florida Energy Code. COD WE'l'¢ OWNER/AGENT: BUILDING OFFICIAL: DATE: 4/2/2018 V tsDATE: 4.2,S7. t$ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/2/2018 2:36 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 ZekiXiZZ, lib1PZ11VI 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot25KensingtonReserverSea Bedrooms: 3 User Conditioned Area: 2034 Total Stories: 1 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 25 KENSINGTON RESE 3715 HANWORTH LO Seminole SANFORD , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2034 18916.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2034 18916.2 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 173.5 ft 0 2034 ft' 0.34 0 0.66 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 2275 ft= 510 ff' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2034 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 2048 ft' 0.11 Wood 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV# Ornt 10 Wall T;pe aceSp R -Value Ft in El In Aren R -Value Fractinn Absnr Grad ° 1 E Exterior Concrete Block - Int Insul Main 4.1 4 7 9 4 42.8 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 14 5 9 4 134.6 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 28 2 9 4 262.9 ft' 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 15 4 9 4 143.1 ft' 0 0 0.6 0 5 N Exterior Concrete Block - Int Insul Main 4.1 6 10 9 4 63.8 ft' 0 0 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 14 11 9 4 139.2 ft' 0 0 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 10 11 9 4 101.9 ft' 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 13 11 9 4 129.9 ft' 0 0 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 20 3 9 4 189.0 ft' 0 0 0.6 0 10 S Exterior Concrete Block - Int Insul Main 4.1 9 3 9 4 86.3 ft' 0 0 0.6 0 11 S Exterior Concrete Block - Int Insul Main 4.1 17 3 9 4 161.0 ft' 0 0 0.6 0 12 S Exterior Concrete Block - Int Insul Main 4.1 17 2 9 4 160.2 ft' 0 0 0.6 0 13 Garage Frame - Wood Main 13 34 6 9 4 322.0 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 16 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low -E Double Yes 0.35 0.29 N 25.7 ft' 1 ft 0 in 2 ft 2 in None Exterior 5 2 N 3 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 2 ft 2 in None Exterior 5 3 N 4 Vinyl Low -E Double Yes 0.35 0.29 N 9.8 ft' 1 ft 0 in 2 ft 2 in Drapes/blinds None 4 W 6 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 2 ft 2 in None Exterior 5 5 W 7 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft' 9 ft 0 in 0 ft 2 in None Exterior 5 6 W 8 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 2 ft 2 in None Exterior 5 7 S 9 Vinyl Low -E Double Yes 0.35 0.29 N 64.8 ft' 1 ft 0 in 2 ft 2 in None Exterior 5 8 S 10 Metal Low -E Double Yes 0.62 0.29 N 48.0 ft' 12 ft 0 in 0 ft 2 in None Exterior 5 9 E 2 Vinyl Low -E Double Yes 0.32 0.25 N 7.7 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 N 4 Vinyl Low -E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 2 ft 2 in Drapes/blinds None 11 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 6.9 ft' 1 ft 0 in 2 ft 2 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 429 ft' 429 ft' 78 ft 9.3 ft 1 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 2206.9 121.16 227.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 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 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fN DUCTS Supply --- V # Location R -Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 406.8 ft Main 101.7 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling(( Jan (( Feb Mar Heatin[Xl Jan [X] Feb Mar Ventin [ ] Jan [) Feb X Mar Ceiling Fans: r Apr r Ma [[Xj Jun (X Jul rlAu rl Se Oct Apr [ May [ ]Jun [ 1 Jul AuSep WOct A r [ Ma [ ] Jun [ ] Jul Aug Se Oct Nov Nov X Nov DecHDec Dec 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 CnDne DAnr,_,3ni7 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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 Healing (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 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 3715 HANWORTH LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U -Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.31 d. U -Factor: other (see details) SHGC: other (see details) New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior R=13.0b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A Insulation10. Ceiling Types No a. Under Attic (Vented) 2034 b. N/A Area c. N/A 229.71 ft' 11 . Ducts a. Sup: Attic, Ret: Main, AH: Main 48.00 ft' 6 406.8 12. Cooling systems 15.89 ft' a. Central Unit 7.71 ft' Area Weighted Average Overhang Depth: 3.612 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft' b. N/A R= ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspec ' n. erwise, a new EPL Display Card will be completed based on installed Code comp fea res. Builder Signature: Address of New Home: Date: a/2/2n1R City/FL Zip: 39771 Insulation Area R=4.1 1614.70 ft' R=13.0 322.00 ft' R= ft' R= ft' Insulation Area R=38.0 2048.00 ft' R= ft' R= ft' R ft' 6 406.8 kBtu/hr Efficiency 34.8 SEER:15.00 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 0,gti6 STgr O,p 4 t COD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/2/2018 2:36 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3715 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)(0, (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 fool (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. 4/2/2018 2:37 PM EnergyGaugeO 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 Basketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0 1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory): Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically tum 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. 4/2/2018 2:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 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 TMA, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a When tested in accordance with HVI Standard 916 4/2/2018 2:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40`F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically tum 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 2 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/2/2018 2:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatofYM 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. 4/2/2018 2:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 4/2/2018 2:35:59 PM Page 1 of 1 wrightsoft Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3715 HANWORTH LOOP, SANFORD, FL 32773 Job: LotMensingtonResem Date: 09-12-11 By: VMT Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 24962 Btuh Entering coil DB: 76.7°F Outdoor design WB: 76.2°F Latent gain: 5705 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 30667 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 26553 Btuh 106% of load Latent capacity: 5898 Btuh 103% of load Total capacity: 32451 Btuh 106% of load SHR: 82% Design Conditions Outdoor design DB: 42.3°F Heat loss: 26060 Stuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32094 Btuh 123% of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.9 kW 103% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. WrlghtsoW 2018 -Apr -02 14:38:43 c Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 1 gateFGRE\Lol25KensingtonReserverSeagateFGRE.rup Cale - MJ8 Front Door laces: E Component Constructions Job: Lot25Kensing ton Reserv... wrightsoft• p Date: 09-12-11 Entire House By: VMT 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 3715 HANWORTH LOOP, SANFORD, FL 32773 Location: Area Indoor: Heating Cooling Orlando/Jetport, FL, US n Indoor temperature (°F) 70 75 Elevation: 105 ft 0.201 Design TD (°F) 28 18 Latitude: 280N 276 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: 1208 0 Daily range (°F) - 16 ( M) Method Simplified 1875 Wet bulb (°F) - 76 Construction quality Average 1412 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood irm, 16" o.c. stud Or Area U -value Gain to BWhMt'F n 427 0.201 e 98 0.201 S 478 0.201 W 276 0.201 all 1279 0.201 Windows 2A-2om: 2 glazing, clr low -e outr, air gas, mtl no brk irm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29), 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e outr, air gas, mil no brk irm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 s ft overhang (5.25 ft window ht, 2.17 ft sep.); 6.67 ft head ht w all 2B-2fm: 2 glazing, clr low -e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.17 ft s window ht, 2.17 ft sep.); 6.67 ft head ht all 2B-2fm: 2 glazing, clr low -e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e outr, air gas, mill no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 50% drapes, medium; 1 ft overhang (1.25 ft window ht, 1 ft sep.); 6.67 it head ht 2A-2om: 2 glazing, clr low -e outr, air gas, mill no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 2.17 ft sep.): 6.67 ft head ht Insul R Htg HTM Loss Clg HTM Gain tp-'F/BWh BWhM° BWh BWhM' BWh 0 5.57 2375 4.37 1865 0 5.57 548 4.37 430 0 5.57 2660 4.37 2088 0 5.57 1538 4.37 1208 0 5.57 7120 4.37 5591 304 0.091 13.0 2.52 767 1.45 441 10 0.350 0 9.69 95 10.5 102 16 0.350 0 9.69 157 10.5 169 65 0.350 0 9.69 628 11.0 714 65 0.350 0 9.69 628 29.0 1875 146 0.350 0 9.69 1412 18.9 2758 10 0.340 0 9.42 92 12.4 121 7 0.340 0 9.42 65 12.4 85 17 0.340 0 9.42 157 12.4 207 9 0.340 0 9.42 85 12.4 112 8 0.320 0 8.86 66 25.3 190 26 0.350 0 9.69 249 29.0 744 wrlghtsoft' 2018 -Apr -02 14:38 43 wr , Right -Suite® Universal 2018 18 0 11 RSU23828 Page 1 galeFGRE\Lot25 eensinglonReserverSeagateFGRE.rup Calc - MJ8 Front Door faces: E 2B -21m: 2 glazing, clr low -e outr, air gas, mtl no brk frm mat, clr innr, a 26 0.350 0 9.69 249 34.0 873 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.9 812 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 12 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, w 32 0.350 0 9.69 314 12.2 395 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 9 ft overhang (5.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 20 0.390 0 10.8 217 12.0 242 n 18 0.390 0 10.8 193 12.0 215 all 38 0.390 0 10.8 410 12.0 457 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2045 0.026 38.0 0.72 1473 1.41 2890 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 174 0.989 0 27.4 4753 0 0 Wrightsolft• 2018 -Apr -02 14:38:43 1 ,wr , „ Right -Suite® Universal 2018 18 0.11 RSU23828 Page 2 AM ... gateFGRE\ oot25KensingtonReserverSeagateFGRE.rup Calc a MJ8 Front Door laces E Project Summar Job: Lot25Kensing ton Resery... wrightsofte y Date: 09-12-11 Enure House By: VMT 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 3715 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 04.02-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21065 Btuh Ducts 3160 Btuh Central vent (60 cfm) 1835 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 26060 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heating Cooling Area (ft2) 2034 2034 Volume (ft3) 19089 19089 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 102 51 Heating Equipment Summary M Make Goodman Mfg. Relative humidity Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361K 46 AH R I ref :8242629 Req. total capacity at 0.75 SHR Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 36 OF Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 OF 1160 cfm 0.048 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 26830 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 20698 Btuh Ducts 3105 Btuh Central vent (60 cfm) 1159 Btuh Outside air AHRI ref :8242629 Blower 0 Btuh Use manufacturer's data Ratelswing multiplier 1.00 Equipment sensible load 24962 Btuh Latent Cooling Equipment Load Sizing Structure 2579 Btuh Ducts 1252 Btuh Central vent (60 cfm) 1875 Btuh Outside air AHRI ref :8242629 Equipment latent load 5705 Btuh Equipment Total Load (Sen+Lat) 30667 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361K Coil ASPT47D14A AHRI ref :8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018 -Apr -02 14:38:43 At= `. Right -Suite® Universal 2018 18.0.11 RSU23828 Page 1 AM...gateFGRE\Lot25KensingtonReserverSeagateFGRE rup Calc = MJ8 Front Door laces: E f F wrightsof , 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.OEL-AIR.COM Job: LotMensington ReserverS... Date: 09-12-11 By: VMT 1 Room name Entire House Bdnn 3 2 Exposed wall 173.5 fl 13.5 ft 3 Room height 9.3 ft 9.3 fl heat/cool 4 Room dimensions 13.5 x 13.5 ft 5 Room area 2045.3 ft2 1823 112 Ty Construction U•value Or HTM Area (ftj Load Area (fix) Load number Btuhlftz°F) BI f12) or perimeter (ft) BI h) f or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 13A-2ocs 0.201 n 5.57 4.37 471 427 2375 1865 126 110 611 480 2A-2om 0.350 n 9.69 10.46 10 0 95 102 0 0 0 0 2A-2om 0.350 n 9.69 10.46 16 0 157 169 16 0 157 169 2B-2fm 0.340 n 9.42 1244 10 0 92 121 0 0 0 0 11 2B-2fm 0.340 n 9.42 1244 9 0 85 112 0 0 0 0 13A-2ocs 0201 a 5.57 4.37 177 98 548 430 0 0 0 0 2A-2om 0 320 a 8.86 25.29 8 0 66 190 0 0 0 0 2A-2om 0.350 a 9.69 2896 26 0 249 744 0 0 0 0 2B -2(m 0.350 a 9.69 33.98 26 0 249 873 0 0 0 0 11D0 0.390 a 10.80 1203 20 20 217 242 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 597 478 2660 2088 0 0 0 0 2A-2om 0.350 s 9.69 11.02 65 40 628 714 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 2B•2fm 0.340 s 9.42 1244 7 7 65 85 0 0 0 0 V613A-2ocs 0.201 w 5.57 4.37 373 276 1538 1206 0 0 0 0 2A•2om 0.350 w 9.69 1219 32 32 314 395 0 0 0 0 2A-2om 0.350 w 9.69 28.96 65 0 628 1875 0 0 0 0 P L D 12C-Osw 11D0 0.091 0.390 n 2.52 10.80 1.45 1203 322 18 304 18 767 193 441 215 126 0 126 0 318 0 183 0 C 16B-38ad 0.026 0.72 1.41 2045 2045 1473 2890 182 182 131 258 F 22A-tpl 0.989 27.40 0.00 2045 174 4753 0 182 14 370 0 6 c) AED excursion 0 87 Envelope loss/gain 17975 15572 1587 1003 12 a) Infiltration 3090 976 240 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 3000 0 Subtotal (lines 6 to 13) 21065 20698 1828 1079 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21065 20698 1828 1079 15 Duct loads 15% 159% 3160 3105 151/6 150% 274 162 Total room load 24225 23803 1 2102 1241 Air required (c(m) 1 1 1160 1160 101 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PI'd- wr_ptt+taoft- 2018 -Apr -02 14:38:43 Right -Suite® Universal 2018 18.0. 11 ASU23828 Page 1 AM ..gateFGRENLot25KensingtonReserverSeagateFGRE.rup Calc = MJ8 Front Door faces: E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINC 1 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 ex. 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserverS... Date: 09-12-11 By: VMT 1 Room name Mslr WIC Mstr WC 2 Exposed wall 0 it 3.5 It 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 7.0 x 9.0 (t 7.1 x 3.5 it 5 Room area 63.0 (t2 24.8 ft' Ty Construction U -value Or HTM Area ((19 Load Area ((( Load number 81002 -*F) BtuFVft2) or perimeter (fl) 81 h) or perimeter ((t) Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 33 24 132 103 2A-2om 0.350 n 9.69 10.46 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 28-21m 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 11 2B-2fm 0.340 n 9.42 1244 0 0 0 0 9 0 85 112 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.320 a 8.86 25.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B -2(m 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11130 0.390 a 10.80 1203 0 0 0 0 0 0 0 0 13A-2oos 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2am 0.350 s 9.69 11.02 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 28.2fm 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 1219 0 0 0 0 0 0 0 0 Ij 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 P L 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 63 63 45 89 25 25 18 35 F 22A-tpl 0.989 27.40 0.00 63 0 0 0 25 4 96 0 6 c) AED excursion 7 20 Envelope loss/gain 45 82 330 230 12 a) Infiltration 0 0 62 20 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 45 82 393 250 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45 82 393 250 15 Duct loads 15*/* 15% 7 12 15% 15% 59 37 Total room bad 52 95 451 287 Air required (cfm) 2 5 22 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - w110&!! oft- 2018 -Apr -02 1498:43 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 2 gateFGRE\Lot25KensingtonReserverSeagateFGRE.rup Calc - MJ8 Front Door faces: E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SAN FOR D. FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot25Kensin gtonReserverS... Date: 09-12-11 By: VMT 1 Room name Mstr Bthrm Mstr Bdnn 2 Exposed wall 11.5 it 31.0 it 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 101.5 ft 1.0 x 259.0 it 5 Room area 101.5 f12 259.0 1t2 Ty Construction U•value Or HTM Area (ft2) Load Area (119 Load number Btuh/ft2-°F) BtuWft2) or perimeter (ft) Bt h) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 13A•2ocs 0.201 n 5.57 4.37 107 98 543 427 159 149 829 651 2A-2om 0.350 n 9.69 10.46 0 0 0 0 10 0 95 102 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2B-2fm 0.340 n 9.42 1244 10 0 92 121 0 0 0 0 11 2B-2fm 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.320 a 8.86 25.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B•2fm 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11DO 0.390 a 10.80 1203 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 1102 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 28.21m 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 13A•2ocs 0.201 w 5.57 4.37 0 0 0 0 131 98 547 430 2A•2om 0.350 w 9.69 1219 0 0 0 0 0 0 0 0 2A•2om 0.350 w 969 2896 0 0 0 0 32 0 314 938 P 12C-Osw 0 091 2.52 1.45 0 0 0 0 0 0 0 0 I --D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 102 102 73 143 259 259 187 366 F 22A•tpi 0.989 27.40 0.00 102 12 315 0 259 31 849 0 6 c) AED excursion 56 212 Envelope loss/gain 1023 635 2821 2698 12 a) Infiltration 205 65 552 174 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1228 700 3373 3702 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1228 700 3373 3702 151 Duct loads 15% 15% 184 105 150/6 151/6 1 506 555 Total room load 1412 805 1 3879 4258 Air required (cfm) 1 1 68 39 186 207 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 12Mtaott• 2018 -Apr -02 14:38:43 Right -Suite® Universal 2018 18 0 11 RSU23828 Page 3 Am ..gateFGRE\Lot25KensingtonReserverSeagateFGRE.rup Calc - MJ8 Front Door faces. E wrightsofr Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserverS... Date: 09-12-11 By: VMT Room name GREAT RM Kitchen/Nook 2 Exposed wall 29.5 It 34.0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 1.0 x 694.9 it 1.0 x 277.4 it 5 Room area 694.9 f12 277.4 ft2 Ty Construction U•value Or HTM Area.(ftj Load Area (112) Load number BtutV(t2-•F) 8tutVlt2) or pemeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 10.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A•2om 10.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 1046 0 0 0 0 0 0 0 0 2B-2fm 10.340 n 9.42 1244 0 0 0 0 0 0 0 0 11 2B•2fm 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 13A•2ocs 0.201 a 5.57 4.37 51 31 174 137 0 0 0 0 2A-2om 0.320 a 8.86 25.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B-2fm 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11DO 0.390 a 10.80 1203 20 20 217 242 0 0 0 0 13A•2ocs 0.201 s 5.57 4.37 84 36 200 157 215 182 1015 797 2A•2om 10.350 s 9.69 11.02 0 0 0 0 32 20 314 357 2A-2omd 10.620 s 17.17 16.92 48 48 824 812 0 0 0 0 2B-2fm 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 140 108 599 471 103 70 391 307 2A-2om 0.350 w 9.69 1219 0 0 0 0 32 32 314 395 2A-2om 0.350 w 9.69 28.96 32 0 314 938 0 0 0 0 P 12C-Osw 10.091 2.52 1.45 196 178 449 259 0 0 0 0 L -- D 11DO 10.390 n 10.80 1203 18 18 193 215 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 695 695 500 982 277 277 200 392 F 22A-tpl 10.989 i I 1 r I 27.40 0.00 695 30 808 0 277 34 931 0 6 c) AED excursion 56 144 Envelope loss/gain 4280 4155 3165 2'.392 12 a) Infiltration 525 166 606 191 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 4805 5241 3771 3783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4805 5241 3771 3783 15 Duct bads 1 15°/- 150/6 721 786 159/6 150/6 566 567 Total room load 5526 6027 4337 4351 Air required (cfm) 265 294 1 1 208 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrL - F lraoTt2018-Apr-02 14:38:43Acb- 41AA -- • Right•Suile® Universal 2018 18.0 11 RSU23828 Page 4 gateFGRE\Lot25KensingtonReserverSeagateFGRE.rup Calc - MJ8 Front Door faces: E wrightsoft' Right -M Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensington ReserverS... Date: 09-12-11 By: VMT Room name Study Bdno 2 2 Exposed wall 10.5 It 33.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 13.5 x 10.5 It 13.5 x 14.5 11 5 Room area 141.8 ft2 195.8 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number Btuhl112_'F) BI f12) or perimeter (It) St h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 47 47 260 204 2A-2om 0.350 n 9.69 10.46 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 28-21m 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 11 2B-2fm 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 126 67 374 293 2A-2om 0.320 a 886 25.29 0 0 0 0 8 0 66 190 2A-2om 0.350 a 9.69 28.96 0 0 0 0 26 0 249 744 28.2fm 0.350 a 9.69 33.98 0 0 0 0 26 0 249 873 11D0 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 98 82 456 358 135 119 663 521 2A-2om 0.350 s 9.69 11.02 16 10 157 178 16 10 157 178 2A•2omd 0 620 s 17.17 16.92 0 0 0 0 0 0 0 0 2B-2fm 0.340 s 9.42 1244 0 0 0 0 0 0 0 0 Vy 13A•2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 1219 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 P 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 11130 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.72 1.41 142 142 102 200 196 196 141 277 F 22A•tpl 0.989 27.40 0.00 142 11 288 0 196 33 904 0 6 c) AED excursion 70 15 Envelope loss/on 1002 666 3064 3295 12 a) Infiltration 187 59 588 186 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1189 1325 36511 3481 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1189 1325 3651 3481 15 Duct loads 15% 15"/0 178 199 150/6 15% 548 522 Total room load 13681 1524 4199 4003 Air required (clm) 65 74 201 195 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gMtaoft- 2018 -Apr -02 14:38:43 A - • ---- Right -Suite® Universal 2018 18.0 11 RSU23828 Page 5 galeFGRE\Lot25KensinglonReserverSeagateFGRE.rup Calc - M.18 Front Door faces: E 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: Lot25Kensing ton ReserverS... Date: 09-12-11 By: VMT 1 Room name BATH 1 Lund 2 Exposed wall 7.0 it 0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 9.5 x 7.0 it 7.0 x 5.5 it 5 Room area 66.5 f12 38.5 112 Ty Construction number U -value Btuh/fl2-°F) Or HTM Bt f(2) Area (ft2) or perimeter ((t) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2B -2(m 0.340 n 942 12.44 0 0 0 0 0 0 0 0 11 2B -2(m 0.340 n 942 1244 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.320 a 8.86 25.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B -2f m 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11130 0.390 a 10.80 1203 0 0 0 0 0 0 0 0 Vel 13A-2ocs 0.201 s 5.57 4.37 65 58 326 256 0 0 0 0 Il- GG 2A-2om 0.350 s 9.69 11.02 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 28-2fm 0.340 s 9.42 1244 7 7 65 85 0 0 0 0 yl 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 12.19 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 P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 67 67 48 94 39 39 28 54 F 22A-tp1 0.989 27.40 000 67 7 192 0 39 0 0 0 6 c) AED excursion 25 49 Envelope loss/gain 630 410 28 6 12 a) Infiltration 125 39 0 0 N Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 755 449 28 6% Less external load 0 0 0 Less transfer 0 0 0 Redistribution 0 0 0 14 Subtotal 755 449 L28 606 15 Duct loads 15% 15% 113 67 15% 15% 91 Total room load 868 517 696 Air required (cfm) 42 25 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfagt 2018 -Apr -0214:38:43 A - •----•-- Right-Sulte® Universal 2018 18.0.11 RSU23828 Page 6 gateFGRE\Lot25KensingionReserverSeagateFGRE.rup Calc = MJ8 Front Door faces: E Duct System Summary Job: LotMensingtonRserv... wrightsoft Date: 09-12-11 Entire House By: VMT 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 3715 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.169 in/100ft 1160 cfm 142 Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.169 in/100ft 1160 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-A h 868 42 25 0.222 4.0 Ox 0 VIFx 23.1 85.0 st2 Bdrm 2 h 4199 201 195 0.206 8.0 Ox 0 VIFx 31.3 85.0 st2 Bdrm3 h 2102 101 60 0.316 6.0 Oxo VIFx 5.8 70.0 507 GREAT RM c 2009 88 98 0.169 6.0 Ox 0 VIFx 42.0 100.0 st3 GREAT RM -A c 2009 88 98 0.169 6.0 Ox 0 VIFx 42.3 100.0 st3 GREAT RM -B c 2009 88 98 0.214 6.0 Ox 0 VIFx 26.9 85.0 st1 Kitchen/Nook c 2175 104 106 0.204 7.0 Ox 0 VIFx 32.7 85.0 st2 Kitchen/Nook-A c 2175 104 106 0.196 7.0 Ox 0 VIFx 37.7 85.0 st2 Lund c 696 2 34 0.304 4.0 Ox 0 VIFx 8.9 70.0 Mstr Bdrm c 4258 186 207 0.172 8.0 Ox 0 VIFx 39.2 100.0 st3 Mstr Bthrm h 1412 68 39 0.219 5.0 Ox 0 VIFx 24.7 85.0 SO Mstr We h 451 22 14 0.216 4.0 Ox 0 VIFx 26.1 85.0 st1 Mstr WIC c 95 2 5 0.222 4.0 Ox 0 VIFx 23.3 85.0 SO Study c 1524 65 74 0.222 6.0 Ox 0 VIFx 23.3 85.0 st2 wrightsotFt• 2018 -Apr -02 14:38:44 ti ,., ,.,,,, .- „ Right•Suite® Universal 2018 18.0.11 RSU23828 page 1 gate;GRE\ oot25KensingionReserverSeagateFGRE.rup Calc = M.18 Front Door faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 542 559 0.169 523 14.0 0 x 0 VinlAx st3 Peak AVF 362 403 0.169 514 12.0 0 x 0 VinlFlx SO st2 Peak AVF 516 507 0.196 482 14.0 0 x 0 VinlFlx wrightsotFt• 2018 -Apr -02 14:38:44 ti ,., ,.,,,, .- „ Right•Suite® Universal 2018 18.0.11 RSU23828 page 1 gate;GRE\ oot25KensingionReserverSeagateFGRE.rup Calc = M.18 Front Door faces: E 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 rbi Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 2018 -Apr -02 14.38.44 wrightsoft- Ri ht -Suite® Universal 2018 18.0 11 RSU23828N.'.....—..., 9 Page 2 gate;GRE\ oot25KensinvgionReserverSeagaleFGRE rup Calc = MJ8 Front Door laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot25KensingtonReserverSeagateFGRE Builder Name: RYAN HOMES Street: 3715 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 any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overiapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pytpnel behind piping and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone'box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover alates and walls or ceffinos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 4/2/2018 2:37 PM EnergyGaugeS USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 NOTE TO BUILD049JST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOKS Transfer ducts/grills sized M compliance with Florida Residential Building Code -111602.4 balanced return air. EXCEPTIONS 1-3 Rating Must have a minlivum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulatlon value. v S NCO 06 o CC1 Cl1 111 Q_ N v v F L S Cl) oz N m Q U l L ry C) L OC) P z w w d i --i CU C C) 0 CDCUCD d d Z O i1 CL Lf) W O 1 cl C/l CU Y r-( C/) 0 Z W O O O W ry W 0 W V Z a E O P z o N d i --i CU C C) 0 d d Z O i1 CL Lf) W O 1 cl C/l CU Y r-( C/) Z O N m w z 0 Z W J O J O Q mCLJ(n00 c Y kI/L do RECORD DESCRIPTION AS FURNISHED: Lot 25, KENSINGTON RESERVE,- as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. I PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 47 3P IB -1949 A J DATE (to 122 Ok to construct single family home with setbacks and impervious area shown on plan. 43.01 '10 '^°P T_', 6T ?I LOT 46 Lor 4s S 00019'09" E f 60.00'60.00' 1 66 24.50' LOT 25 24.50' 11.0' 29.0 10.00' LANAI 06 10.00' z 2z Cb PROPOSED RESIDENCE ,r o MODEL: SEAGATECh o0oELEV.F 2CAR GARAGE RIGHT O Ui LOT 24 0 La] In A/C 6.50' 5.0' ENTRY 0 0 to.00' 14.0' LD 21.0' 10.00' j W LK S16' DRIVE 26.50' 26.50 5.50' P.C. 112.86' 10' UTIL. ESMT. WALK S 00°19'09" E 60.00' HANXORTH LOOP 50' PRIVATE R/W) LOT 26 PROPOSED - nNSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY CVILL/, .V JLIO/N /J: nJ FV!{IYIJr1LV PER DRAINAGE PLANSFRONT 25F PLOT PLAN AREA CALCULATIONS REAR - 20' PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE - 3,032± SOUARE FEET OR 43.97• SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 6,900± SQUARE FEET SIDE = 7.5' FOR 60' LOTSQp` PROPOSED nNISH FLOOR PER PLANS - 26.4' QQLO LIVING AREA CONTAINS 2,463± SOUARE FEET SIDE - 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 5691 SQUARE FEET SIDE STREET - 25' CR USEYVME'YER —SCOTT do ASSOC, INC. — LAND SURVEYORS LCGEND - LEGEND - 5400 E. COLON14L DR. ORLANDO, FL. 32807 407 -277-3232 FAX 407 -658-1436I . vLAr DL • ro1Nt ON LIN[ LIT f • TTP. • TYPICAL NOTES. IP. IRON PIPE PRC. • POINT Lir REVERSE CURVATURE IRON ROD P= POINT OF COMOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH OY ME FLORIDA BOWD OF C • CONCRETE RAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER TAH -17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SETSET L0. . IV2' IR •nU {SNF NR. •MON-RADIAL11.11 5 2• UNLESS EMBOSSm WITH SURVEYOR'S SIGNATURE AND ORIGUW. RAISED SEAL THIS SURVEY MAP OR COPIES ME NOT vAUO. REC. • RECOVERED VA • VITHESS POINT 3. THIS SURVEY WAS PREPARED FROM MLE INFORMATION FURNISHED TO THE SURVEYOR. THERE ANY BE OTHER RESTRICTIONS P.O.B. •POINT Or BEGINNING CALL. • CALCULATED OR EIWAI MS TNAT AFFECT THUS PROPERTY. F.0{. •POINT Or COMMENCEMENT P&A • PER"AMENT REFERENCE 1mNUNENT NO IMDERGROUND IMPROVEMENTS HIVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N D • CCENTEMAIL DIS F.F. FINISHED BSL FINISHED FLOSETOR ELEVATIONLINE THIS SURVEY IS PREPARED FOR THE SOLE BENE? OF THOSE CERTIFIED TO AND SHOULD NOT SE RELIED UPON BY ANY OTHER ENTITY. RJVRIGHT-DF-VAY Fri • BCNCIDVIRK 0. OWENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LAMES. ESHI. EASENEHT L&•USC BEARING 7. SEA%=. ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BISE BEARING (B.B.) ORAIM DRAINAGE UTIL. • U71LITY B. ELEVATIONS, IF SHOWN, ARE SMD ON NATIONAL GEODETIC VERT" DATUM OF 1029, UNLESS OTHERWISE NOTED. arc. CNAIN LINK FCNCC V. CVMFIGLTE OF AVHIORIL/110N No. 4590. VDFVD FENCECOO C/o • CONCRETE BLDCK SCALE 1- I' - 20 --1 DRAWN Or P.C. • POINT OF CURVATURE P.I. • POINT Or TANGENCYDATE DESS. KSCR1n10H CER76TED BY. ORDER No. A • RADIUS L • ARCI,ENGIN PLOT PLAN 03-20-2018 1729-18 D DELTA C • CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN -•• -- r /• THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER RRM' X• RUSENM R.L.S. 1 4714 ZONE 'X' MAP 1 12107COD90F (09-28-07) 44 • SCOTT, R.L. 1 4801 Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval S 0 ation Form 1 8- 1 9 4 8 SANFORD P4 T16 Project Location Address h 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.floridabuildino.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 / 15000!4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - F I2 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 j Horizontal Slider Casement Double Hun Fixed Ply Gem 1500 16104 ' Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Undeda ment 15216 - R3 Roofinci Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 26 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 Aml ROOF TRUSSES A.FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34948 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE 0 COUNTY: SEMINOLE 0 LOT/BLK/MODEL: LOT:25 / MODEL:SEAGATE V4 / ELEV:F / GAR R JOB#: 71786 00 MASTER#: WRCSG4F9 D „ zo , OPTIONS: 9-4 CLG co ° f — Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. A014#0TRUSSES A FLORIDA CORPORATION RE: Job WRCSG4179 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: SEAGATE v4 "F" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes -91 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0197944 A09F 12/22/17 13 A0197956 CO3F 12/22/17 25 A0197968 D07F 12/22/17 12 A0197945 A10F 12/22/17 14 A0197957 CA 12122/17 26 A0197969 E06 12/22/17 3 AO197946 A11F 12/22/17 15 A0197958 CAF 12122/17 27 AO197970 E09 12/22/17 I4 A0197947 Al2F 12/22/17 16 A0197959 CJ1FP 12/22/17 28 A0197971 E10 12/22/17 5 A0197948 A13F 12/22/17 17 A0197960 CJ3AF 12/22/17 29 A0197972 Ell 12/22/17 16 A0197949 A13HF 12/22/17 18 A0197961 CJ3F 12/22/17 30 A0197973 HJ3 12/22/17 7 A0197950 A14F 12/22/17 19 A0197962 CJ3FP 12/22/17 31 A0197974 HJ5F 12/22117 8 A0197951 A14HF 12/22/17 20 IA0197963 CJ5AF 12/22/17 32 IA0197975 HAF 12/22/17 9 A0197952 A15HF 12/22/17 21 A0197964 CJ5F 12/22/17 33 IA0197976 HJ7F 12/22/17 l0 A0197953 A16HF 12/22/17 22 A0197965 CJ5FP 12/22/17 34 A0197977 HJ7FP 12/22/17 Ill A0197954 I C01 F 112122/171 23 A0197966 D05F 12122/17 35 A0197978 J3 12/22/17 12 IA0197955 I CO2F 112/22/171 24 A0197967 I D06F 112/22/171 36 A0197979 I J5F 12/22/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Root Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as Structural Engineering Documents' provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD on*tliIRpy T Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 Tombo, Ill o.Mawi.i—E Pw w. s.nondL b.bKlHlr fi : 36 BC A2 2100 0000004C1287DF M A-1 ROOFAM TRUSSES A FLORIDA CORPORATION RE: Job WRCSG4F9 No. Seal # Truss Name Date 37 A0197980 J6F 12/22/17 38 A0197981 RF 12/22/17 39 A0197982 J7FP 12/22/17 40 A0197983 VM2 12/22/17 41 A0197984 VM4 12/22/17 42 A0197985 VM6 12/22/17 43 A0197986 VM8 12/22/17 44 STDL01 STD. DETAIL 12/22/17 45 STDL02 STD. DETAIL 12/22/17 46 STDL03 STD. DETAIL 12/22/17 47 STDL04 STD. DETAIL 12/22/17 48 1 STDL05 STD. DETAIL 12/22/17 49 STDL06 STD. DETAIL 12/22/17 50 STDL07 STD. DETAIL 12/22/17 51 STDL08 STD. DETAIL 12/22/17 52 STDL09 STD. DETAIL 12/22/17 53 1 STDL10 STD. DETAIL 12/22/17 54 1 STDL11 STD. DETAIL 12/22/17 55 STDL12 STD. DETAIL 12/22/17 56 STDL13 STD. DETAIL 12/22/17 57 STDL14 STD. DETAIL 12/22/17 58 STDL15 STD. DETAIL 12/22/17 59 1 STDL16 STD. DETAIL 12/22/17 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Doti —I Truss Truss Type Qty PNRYAN HOMES / SEAGATE V4 WRCSG4F9t A09F Common 12 1 A0197944 1 20 14 13 12 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run' 8.120 s Nov 12 2017 Print; 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:40 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-zw9E7CeuxCltTkAHgWcpVP3u8gxeL7stOhEp5ry6PcP 1-0-12 7-24 134-13 19-11-4 , 26-5-11 32-8-4 39-10-8 40.11-4 1-0- 2 7-2-4 I 6-2-10 6-6.7 6 i7 I 6 2-10 7-2-4 1-0 2 5x6 = 5.00 12 Dead Load Deb = 3116 in LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 1 Row at mldpt 6-15, 7-15, 5-15, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18 = 131 21 N Max Holz W 18 = e \ IY 18 17 16 19 15 20 14 13 12 1656(LC 1) 12 = 5x6 = 3x6 = 3x8 = 3x4 = 54 = 30 = 34 = 19-11-4 29-5-6 39-10-8 , las 2 9-6-2 956 2 10.5.2 Plate Offsets (X,Y)— 2:0-2-0,0-1-12], [10:0-2-0,0-1-12],112:0-3-0,0 3-01,118:0-3-0,0-2:0 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 13-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.51 12-13 938 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.1813-15 999 240 Weight: 229 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 1 Row at mldpt 6-15, 7-15, 5-15, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18 = 1656/0-7-4 (min. 0-1-15) 12 = 1656/0-7-4 (min. 0-1-15) Max Holz 18 = 101(LC 17) Max Uplift 18 = 397(LC 12) 12 = 397(LC 13) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/378, 3-4=-2494/1611, 4-5=-2363/1632, 5-6=-1919/1377, 6-7=-1919/1377,7-8=-2363/1633, 8-9=-2494/1611, 9-10=-411/378, 2-18=-4171450,10-12=417/450 BOT CHORD 17-18=-1354/2277,16-17=-1138/2124, 16-19=-1138/2124,15-19=-1138/2124, 15-20=-1135/2124,14-20=-1135/2124, 13-14=-1135/2124, 12-13=-1343/2277 WEBS 6-15=-696/1100,7-15=-651/549, 7-13=-104/377, 9-13=-113/271, 5-15=-651/549, 5-17=-104/377, WEBS 6-15=-096/1100, 7-15=-051/549, 7-13=-104/377, 9.13=-113/271, 5-15=-651/549,5-17=-104/377, 3-17=-113/271, 3-18=-2281/1361, 9-12=-2281/1361 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 Ib uplift at joint 18 and 397 lb uplift at joint 12. LOAD CASE(S) Standard Or•M'i trnill,rrh.b'11 U01[ISSBrSNR1 QrdU me i(or=ii(1[Onje1[';ltU(n[KIOIPbw hry Idol IRb411. tdm SkMili em Mai dMnuedda W0,01 dlltltsam,llat"bnabb Milkil. Is I Lw1"I.P.Mor."bo'bi'4vd n q no ignw" a aupw db FdKow RXI.In MMON41F IM ftpdlk N/111111 OWN#.& Mdr. 1e DL161KDnfhpm bllai.w I.SN01 Anthony T. Tornio 111, D1:. dntdk,lm,bq WOlixbrolmt3b!db0•tm.MOnnildeoary,dabMWghsyl,.elimadbnl,b dbWltlai uhdllN ylWdblMd; OdlnldOltm Rily bdil n Ip.bWlt+dYaq ll bb,npldW!d 980083 bldlgh,yudbnloe.tins,dlMt&Midi. rMnaFftsdbbdy(god WOr We" XSgedOblhlndlplolldomcib sredrym all &WUrtylnlWndUWfLUn, hur.Ims%W hpo Nf ims raulmo,.ds 4451 St. Lurie Blvd. Amrl,t Idusl II I(dLtJ1d glln.imi h dlr:nedtti M1tmshdptlium uP, plIs101bUhlh Inn flus bn dol dOM 10,mAW10.I n Idrin[IId Fat Dlelce, FL 3490.6 1pil01D1014Adled hnsts•Amluy1.lmbIll. r.l. hp/IrOindlbtdavmlm,ilaylnm,ispd0i0iltd,ridtadtninttramissinbmi-I lid hltsts•Atlbayl.ItId/111,1.L Job Truss Truss Type Ofy Pb RYAN HOMES / SEAGATE v4 WRCSG4F9 IA10F Hip 2 1 t A01979W5 in (loc) 1/deo Ud PLATES GRIPLOADING (psi) TCLL 20.0 Job Reference (optional) uses, rvn rrerce, rc 3494o, vesrgnea atvuss.com Run: 8.'120 s Nov 12 2017 Print: 6 120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:41 2017 Page 1 ID:UumEBPzQXokuwJ2PSW9E2TyuPt h-R6jcKYf WiWQk4u1TDE721 dc1 FEHs4 WL 7 fL_tMdly6PcO 20.11-4 412 7.2.3 I 13-4-13 ,+ 16.11.4 19.1114 , 26-5.1, 32.8•s t 39.10-0 ,0.11 1 3 6.2.9 56.7 5.6.7 8.2.9 7.2.3 41 140 3x6 II 5.00 12 34 = 3x6 = bead Load Defl. = 3/16 in 20 •' , v c, 17 cc to w 14 5x6 = 3x6 = 3x6 = 3x4 = 5x6 = 30 = 3x6 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 248-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 1 Row at midpt 5-17,9-17,3-20,11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 20 = 165.1110-5.1 14 = 20.11.4 18.11-4 19-111,-4 5. 83 + 140 29.57 Bd3 39-tp-8 10.5.1 Plate Offsets (X,Y) - 12:0-2-0,0-1-121, [6:0-3-0,0-2-41, SPACING- 2-" 8:0-3-0,0-2-41, CSI. 12:0-2-0,0-1-121. 14:0-3-0,0-3-01,120:0-3-0,0-3-01 DEFL. in (loc) 1/deo Ud PLATES GRIPLOADING (psi) TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.28 17-19 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.51 19-20 930 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 15-17 999 240 Weight: 228 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 248-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 1 Row at midpt 5-17,9-17,3-20,11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 20 = 1656/0-7-4 (min. 0-1-15) 14 = 1656/0-7-4 (min. 0-1-15) Max Horz 20 = 95(LC 13) Max Uplift 20 = 390(LC 12) 14 = 390(LC 13) Max Grav, 20 = 1656(LC 1) 14 = 1656(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/371, 34=-2494/1600, 4-5=-2419/1622,5-6=-1926/1368, 6-7=-1714/1326, 7-8=-1714/1326, 8-9=-1926/1368, 9-10=-2419/1622, 10-11=-2494/1600,11-12=-405/371, 2-20=-412/445,12-14=412/446 BOT CHORD 19-20=-1349/2280,18-19=-1121/2116, 18-21=-1121/2116,17-21=-1121/2116, 17-22=-1118/2116,16-22=-1118/2116, 15-16=-1118/2116,14-15=-1338/2280 WEBS 3-19=-116/283,5-19=-115/383, 5-17=-620/514,9-17=-620/515, WEBS 3-19=-116/283, 5-19=-115/383, 5-17=-020/514, 9-17=-620/515, 9-15=-115/383,11-15=-1 16/283, 3-20=-2291/1361, 11-14=-2291/1360, 7-17=-646/1052 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=1 Sit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 Ib uplift at joint 20 and 390 Ib uplift at joint 14. LOAD CASE(S) Standard ee.4.r-rme le4.M•111001111110runir1 Gnu 111061101 10111110111-619•IAmllOWlrbe.bdlr*tnedmdedrdn•relhmkrp Ongl11P, d b ldmtl. hew 4 rl. Id-ummor'rt mt tdeltbl.N•drlmblm,mj mlrle•m tbtrlmbedMbrA•k.dl lttlml Mdplgbept,ylblt hMmelburlwgllllgnostmtrstdbMdnl•mlt alr•tmt•xIblMMhl}dbtgh hre ktddmbal•It,•b ml lk lwp mtr•tems Megr•dsttddtrt gnglony T. Tomtx1111, D E. d0dNrlmlY.t1Y04kIsII.ddndbN-.b0-6100-01gasbM4kupl,•blrad000IL1kCdwYdl.lgldld1114.MlornddblpdgkUnldYlmt.$.bikftMIJ1Wr00sdWutd>Dkbmt.clUtd x80083ItsWqlnpmd(MM.Us" Ieed• b UOdb t1oMd pdenl dM b"(pnmldq hs+m.0'07tdAbIM TRW W1mrrbgmb ped PAW ml•1e1bnymAMndWn dLLmk•p.lms bw his. td 6a bdd'"'%+Il m E neW 4451 St. Lucie Blvd. Aa.lm lmtd 11,4,8 qtd 9•e.lblbdtdn mlhQ hlmtkl¢rye101Q64'lq Mep.nlmlS e d U1mmMrlmunmldal•ml Fort Plerce, FL 34946 e0pi1h07018A-Ilost 6esus-A•0egl.Jowls Ill. rt. trpdeditedl14dooterst, is on, Imm, is P14ibdrd iAgvl flif .[iisot toomississ how A-1 ICA bosses - 18twity 1. Into 111, P.1 , Job 1 Truss Truss Type Oty DEFL. HOMES / SEAGATE v4WRCSG49t I/defl Ud TCLL 20.0 Plate Grip DOL A0197946 TC 1.00 A11F Hip 2 PIY,[AN Lumber DOL 1.25 BC 0.91 Vert(CT) Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi rek Industries, Inc. Fri Dec 22 13:41:41 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-R6jcKYMfiWOk4ulTDE721 dc?wEDs4a41 fL_Mdly6PcO 1-0-12 9-0-8 16-11 22-11-4 + 30-10-0 39-10-8 40 1-0 1 9.0.8 7-10-,1 6-0-0 7-10.11 9-0-8 1 072 5x8 = 5.00 12 5x6 = Dead Load Dell. = 3116 in 18 17 is •" 14 •'" 12 11 4x6 II 5x6 = 4x6 = 30 = 3x8 = 4x6 5x6 = 4x6 II LOADING (psf) SPACING -2-0-0 11 = CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.17 17-18 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.37 17-18 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 15-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' W1: 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at midpi 3-15, 5-14, 8-14, 2-17, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18 = 1656/074 (min.0-1-15) 11 = 1656/0-74 (min. O1-15) Max Horz 18 = 81(LC 12) Max Uplift 18 = 375(LC 12) 11 = 375(LC 13) Max Grav 18 = 1656(LC 1) 11 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31=4659/1602,34=4161/1401, 4-5=-2058/1428, 5-6=-1906/1406, 6-7=-2058/1429, 7-8=-2161/1401, 8-9=-2658/1602,2-18=-1569/1109, 9-11=-1569/1109 BOT CHORD 17-18=-342/390,16-17=-1312/2360, 15-16=-1312/2360, 15-19=-897/1906, 14-19=-897/1906,13-14=-1305/2360, 12-13=-1305/2360, 11-12=-295/380 WEBS 3-15=-576/488, 5-15=-189/467, 6-14=-188/467,8-14=-5751488, WEBS 3-15=-576/488,5-15=-189/467, 6-14=-188/467, 8-14=-575/488, 2-17=-1016/1996,9-12=-1018/1996 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 Ib uplift at joint 18 and 375 Ib uplift at joint 11. LOAD CASE(S) Standard 9 ob Iv PLATES GRIP MT20 244/190 Weight: 233 Ib FT = 0%u eq • IYr.6-0 rnr•sb,111M cormrsimn Ulu IIW I1Wa0C1sfbl711j In!1'lsU1011lKo1R ba I,rlr tlp lersrem d rddnrmlim bspYng1110: d b lelq l brbR 11. Ne,mr Arr Mn m. Ynsd,.,r ssN rb 111.ry Wblurcw l'lrs ssdlb•ulbbnlrbnW. osllnss kup lsprepr.Spolbps;bwwnnl,vamsrm•4er ad/gausq mrrWegbbinp wsgn bn Mmlwwl0/r¢.del+H at imp nngbn.hrgrmraumltl ysthony7 Tombo ill, P.E. I dmAblmfbgbxgkb„qw,dde!dC,pm.b0.otrbragfrbbWghgwr,.bnOnrlbltl.dtCdwYd 1 Y;„4dIFl. lb q nU blGldabUmdbinn.d Egldbl tti gt sWMudYnq dObbngrWf.d a 80083 b le,q brpn d Ir.Mr. lrns sr,r e b Imd b porn d pdsb,t rib bA4sgrre Idol Knorr poOoaArbl b tl1 d 1111 n rdenrllr p.rl pJru. lltl tlrsbrryrrAlan drurtbLm hsye.Lm Mptgre dims 4,rlewe,rSss Am•hrWwills[a+mgd gre•rorhrA Iran w/rd hlnu hxp[yrrr 1s 101YIrJq Acpe,rhrss slese[gredwsylq Irotlu,l ies rr lr ltarlbllsl. 4451 St. Pierce. FL 3494FortPierce. FL 34946 G Ili[1107016A•1[wlbossos•Anlogl.Iombe001.tepdodrooe111bdormer, ioorlmgispoli6BedriAoo111swines Femisnobee A•Itoot Timor •AoAorl.lomtolit I. Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 Al2F Hip 2 1 A01 97967 DEFL. in (loc) I/dell Ud PLATES GRIP Job Reference (optional) h 1 Root 1 ruses, ron r-lerce, rL agviio, oeslgntla aiuuss.com rtun: o.1ZU s Nov 1Z ZU7 r imnt: v.1ZU 5 Nov 1Z ZU7 7 MI I eK Inc uStnes, Inc. I -n L)ec ZZ 1J:41:4Z 2017 ID,UumEBPzOXokuwJ2P5W?E2TyuPth-vJH Yug8TgYbilKfnxeHag9DXedPpO2Au?iw 4-11-4 19-11.4 5.00 12 5x6 = 3x5x6 = 4 = Dead Load De11. = 5/16 in 4x6 II 5x6 = 3x6 = 3x8 = 3x8 = 34 = 5x6 = 4x6 7-11-3 + 14-11-4 + 24-114 l 31-11-5 [ 39.10-8 7-11-3 7 0 1 10-0-0 7 0 1 7-11-3 Plate Offsets (X,Y)- 12:0 -2 -12,0 -2 -4],13:0 -2 -8,0 -341,14:0 3 -0,0-2-41,16:0-3-0,0-2-4],[7:0-2-8,0-3-4],[8:0-2-12,0-2-4],112 1656/0-7-4 (min. 0-1-15) Max Horz Edoe,0-3-81,[11:0-3-0,0-2-4],116:0-3-0,0-2-41 17 = LOADING (pso SPACING- 2-0-0 CSI. 359(LC 12) DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1656(LC 1) TC 0.82 Vert(LL) 0.33 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.62 13-14 762 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 14 999 240 Weight: 233 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 'Except' 132: 2x4 SP M 30 WEBS 2x4 SP No.3'Except, W1: 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13, 2-16, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 17 = 1656/0-7-4 (min. 0-1-15) 10 = 1656/0-7-4 (min. 0-1-15) Max Horz 17 = 68(LC 16) Max Uplift 17 = 359(LC 12) 10 = 359(LC 13) Max Grav 17 = 1656(LC 1) 10 = 1656(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2621/1566, 3-4=-2292/1465, 4-5=-2042/1429, 5-6=-2042/1429, 6-7=-2292/1465, 7-8=-2621/1566, 2-17=-1575/1094,8-10=-1575/1094 BOT CHORD 16-17=-281/335,15-16=-1302/2340, 14-15=-1302/2340,14-18=-1067/2146, 18-19=-1067/2146,13-19=-1067/2146, 12-13=-1293/2340,11-12=-1293/2340, 10-11=-234/313 WEBS 3-14=-399/391,4-14=-260/539, WEBS 3-14=-399/391, 4-14=-260/539, 5-14=-334/165, 5-13=-334/165, 6-13=-260/539, 7-13=-399/390, 2-16=-1059/2043, 8-11=-1060/2042 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. It: Exp C: End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and nght exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 Ib uplift at joint 17 and 359 Ib uplift at joint 10. LOAD CASE(S) Standard r NruO wdF 1rb. tti 11 WW Iplx1(Sllllrl liti111 II1W 1tW711W1Ip16b(tlTlfln(nlKdUr 1 R 1•fi b p 1'>b 1 d idrdn w1I-1lnp nglRVjd w ldbf I lerg4 r L m m LwM»- w•n m.w wd eL iM.r•1 d11durabllD1holl so 1 b111bbntl.Url-1 kxp iqr pr.Sprrtlq n;MWwglpipwgvnyuude MdnWrd yin'iryn+NWY,MYbtpdOi tapibnf L7mIw410C . N IFl. hlnpnu pw Mlqu0stu0d0y Anthony T. Tombo 111, D.E. Zt4yhhmpndia; dYAm.0i0•siirdlsitdgd bpol.hupq OriubddbtlLLO.'dbbdlilf{iWdIF1.MOF uId6I01dwp31•ndMlm hliyaigrbY Er IbngJdl rnfNrW7d x80083 Or4ualMtioud(onti.9Oraar wr brOWN pbml d pdd ndm banhapn ldnS b'r oerDOQpWYIII IlldSlO-,d wab pmd prior eNW111rn4451 St. lucle Blvd.ob.Ryl,df tnlwibrf hlm/Gdpiv-11 Wl o.liiy Mup,nlnu SS+s fyu lpo UmtlaM wlnnbtalbllll Foil Pierce. FL 34946 oppilb0?616AIIKIInurf•btlegl.licheIll. Ff. trpdwio dlln6o iums,i nrIwo, isFIANOdrillogllt linnprmittiohow Adtool lnnn•hAarl.IwbOl,?.I. Job I Truss Truss Type ON DEFL. HOMES/ SEAGATE V4WRCSG4F9,-, I/deo Ud TCLL 20.0 Plate Grip DOL A0197948 TC 0.64 A13F Hip 1 1PIY,RYAN TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) Job Reference (optional) A7 Roof Trusses, Fon Pierce, FL 34946, design@atuuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fri Dec 22 13.41:43 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-NVrMlEhnE7gSKBusLe9W72hD62wkYSPJ6rr rhAy6PcM 0 2 59 11 12-11 20 Cr8 26-512 2 V 33.6.0 39-10.8 4 -11 0 1 5.9-11 7-1-s 7-7-4 9114 o S8 6 6 12 64-8 a1 5x6 = 2x4 II 5x6 Dead Load Dell. = 5/16 in 5x6 = 3x4 = 34 = 5x6 = 30 = 40 = 3x6 II LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.43 16-18 571 360 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.73 16-18 331 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.02 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 16-18 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-7-4 except Ot=length) 13=0-3-8,16=0-3-4. lb) - Max Horz 19= -55(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) except 13=-127(LC 13), 11=-225(LC 13), 16=-266(LC 9), 19=-254(LC 12) Max Grav All reactions 250 Ib or less at joint(s) except 13=770(LC 1), 11=586(LC 1), 16=1094(LC 23), 19=872(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-935!749, 4-5=-200/440, 5-6=-195/420,6-7=-187/438, 7-8=-198/394,8-9=-629/591, 2-19=-267/309,9-11=-532/538 BOT CHORD 18-19=-658/976,17-18=-280/577, 17-20=-280/577,16-20=-280/577, 1516=-519/368, 5-15=458/399, 13-14=430/189,6-14=-366/220, 12-13=-368/520 WEBS 3-18=-258/404,4-18=-162/548, 4-16=-738/387,3-19=-1003/756, WEBS 3-18=-258/404,4-18=-162/548, 4-16=-738/387,3-19=-1003!756, 9-12=-290/404,8-13=-589/434 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 127 Ib uplift at joint 13, 225 Ib uplift at joint 11, 266 Ib uplift at joint 16 and 254 Ib uplift at joint 19. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 213 Ib FT = 0% aodq-Firm Om enle-ne 11130i RIROrVIIlrj 9011 Rall r(01iIRCNNmmn-ONNnMap.n1 lulet eeenanireeNbnNNOeIAnMti1 Is$sme ka¢Igb8pe.3pAIgaa;Oe vd n in nAigom Doupw dee pekxelWgw.gnepe,Nq Insd"sesesrie N-.$6wadoft a0alr,nb RLI. dbup"wow Mq ssaaeeody Anthony T. Tombo ill, D.E. I nleuelihU.nMwIN4gMYeupWiMNbO.m.hO.nie orirNqfwOelNUghYp,pn[tnNb011r0.'dMWlilgeNeedRN.MgneglNb111der!dNmNYlmLdeOglMfyo ge.bNmtndYetgJdMbuyewllnel x80083 41xryMped4CNa. Unstnaea0e100doepamsetlplNeesdbMaq(wlemf6yhhon111YNNJN9MWill(LmedneaN4pool pinu.lnitlnLnysWWeedlant4Lneaup,InrsM.pfgnallensraedr a,ans 4451 St. Lexie Blvd. none leOeNlrLfagdged gn•ngyiptn Yede4 diene hup lgsa U r01 b 1031110 es.a lnnsmi bpw eve M4 Ym1dLN annnletwlsRLl Fort Pierce, R 34946 gpi1N 0 7516 A I GLI tresses- Whey 1.Is6o 81. r 1. 4psdooeoL of this raernral, is oq lar, is poki69rd ri16ko1lhe wema Fnmission boa Ad hill bosses • ALibar 1.IonGIIL P.I. Job Truss Truss Type aly PN RYAN HOMES / SEAGATE V4 WRCSG4F9 A13HF Hip 1 1 v A01979A9 e, D—f T.. c a 0:e o ono.c 999 360 MT20 244/190 TCDL 10.0 Job Reference(optional) w. • . vaa•y•u rrrua,.wrrr nun. a.120 s Nov a 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Dec 22 13:41:43 2017 Page 1 ID: UumEBPzOXokuwJ2P5W?E2TyuP1 h-NVrMIEhnE7gSKBusLe9W72hPP2zAYWfJ6rfihAy6PcM0-2 5 6 2 12-11 19 11 26 11 4 344-7 39-10-8 4 -11 1 5 2 7-5 3 7.0.0 7-0 0 7-5.3 5--2 -0 1 5x6 = 1 5x4 11 5x6 = Dead Load Dell. = 1/4 in oxo = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 5x6 = LOADING (psf) SPACING -2 0 0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.31 11-13 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.56 11-13 844 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0 12 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 13 999 240 Weight: 219 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 64-3 oc bracing. WEBS 1 Row at midpt 3-16,7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16 = 1656/0-7-4 (min. 0-1-15) 10 = 1656/0-7-4 (min. 0-1-15) Max Horz 16 = 55(LC 10) Max Uplift 16 = 367(LC 8) 10 = 367(LC 9) Max Grav 16 = 1656(LC 1) 10 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 34=-2508/1529,4-5=-2490/1631, 5-6=-2490/1631, 6-7=-2508/1529, 2-16=-277/292, 8-10=-277/293 BOT CHORD 15-16=-1312/2216,15-17=-1075/2129, 14-17=-1075/2129,14-18=-1075/2129, 13-18=-1075/2129,13-19=-1072/2129, 12-19=-1072/2129,12-20=-1072/2129, 11-20=-1072/2129,10-11=-1298/2216 WEBS 3-15=-16/266,4-15=-63/346, 4-13=-224/626,5-13=-470/402, 6-13=-224/626,6-11=-63/346, 7-11=-16/266, 3-16=-2429/1502, WEBS 3-15=-16/266,4-15=-63/346, 4-13=-224/626, 5-13=-470/402, 6-13=-2241626,6-11=-631346, 7-11=-16/266, 3-16=-2429/1502, 7-10=-2429/1502 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) 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 240-0 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 367 lb uplift at joint 16 and 367 Ib uplift at joint 10. LOAD CASE(S) Standard stq•ria.e gNrr r,rr laloDln7mrsluirlaaulRUB A(061ngtimlositwn-p(wKawlr i 1a11rdppndnsdor.Irr.mn.,A a e,llwdwLn.,I.I.ratLla.nrvMwr,m wnraa.n,o.a.mm..1 Wlrlaorrw rYrsrHMnMhrblmpM.dl is ohm hpp hism0 r.lpadr lgraLb Yd. q wiyeun..apud bpdnwr q.e gn+rrrWtlr M b rnprb sgx lnrrl.•derr rib a dl.de Al. M1 imp mupt..hrgr.0.tt sdrllq Anthony T. Tombo ill, D.E. Wm 016h lmshryldAq Mbnsposada.drowoo.0-%insitrres.6 Mbq hupr4.b[bad I*ILL0.•dNbtd Wgai d Rl 7lr gprNdh l•dgEdl ntdMlmtddgldlR pegs.0li.dhmgriMNnyrtlUUd 00834rlUglrsiodhernaInassan•b lmosine fpdrAot db pdy4ym lddr Ww.MQpyNrh lnd fieri,drnrf podpdm Mit,4nLnyreJltndMndL hnth brit 1 LucieAo.lu Norl lrtftd:tagd q...rOghdl plys wd.H IM lmrhrglgomheGlblt'blhtye,rlmrllashgmargr'W Uptdarh•bnnldaMYlnl • Inptgaa.rrms skr.,rant 4451 $t. LUCIA Blvd. Fat Pierce, FL 34946 bppitb07016A•Ilnlhrsses-Antbgl.Idoltlll.H. trisn4rmndskis ldmoer,ihwry Iwo, ispoliliMrilltdlits wmlMperiussuuhow A•Itadlntus•Aphnrl bolvill,/.t. Job Truss Truss Type OtY DEFL. HOMES /SEAGATE v4WRCSG4F9 Weft Ud TCLL 20.0 Plate Grip DOL A019795O A14F Hip 1 JPIY1[AN TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) Reference (optional) Al Roof Trusses. Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13.41:44 2017 Page 1 ID: UumEBPzOXokuwJ2P5W?E2TyuP1 h-rhPlzahP?RolxLT2vMglfFEaXSKGHwKTLJCOEdy6PcL 1-0 {2 4 7 8 + t0-11 4 + 15 8 14 20 6 8 26-5-12 + 28 11 , 34-3 5 + 39 10 8 4p -11r4 0 1 4-7-8 6t 12 4 9-10 4 9 10 5-11-4 2-5$ 5 0 5 7-3 -0-1 5x6 = 30 = 20 11 3x6 = 2x4 11 3x6 = Dead Load DeB. = 1/4 in 5x6 = 4x6 = 5x6 = 40 = 4x4 = 3x6 II 3x8 = LOADING (pso SPACING- 2-" CSI. DEFL. in (loc) Weft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.26 20-21 933 360 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.53 20-21 461 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matnx-MS Wind(LL) 0.03 20 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except' B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 1 Row at midpt 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-7-4 except (jt=length) 15=0-3-8,18=0-3-4. lb) - Max Horz 21= -55(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) except 15=-153(LC 9), 13=-210(LC 13), 18=-266(LC 9), 21=-240(LC 12) Max Grav All reactions 250 Ib or less at joint(s) except 15=803(LC 24), 13=583(LC 24), 18=1060(LC 23), 21=878(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-905/675,4-5=-761/695, 5-6=-173/386, 6-7=-192/387, 7-8=-192/387, 8-9=-179/390, 9-10=-197/362, 10-11=-651/545, 11-13=-541/509 BOT CHORD 20-21=-653/940,19-20=-2611500, 19-22=-261/500, 22-23=-261/500, 18-23=-261/500,17-18=-394/272, 6-17=-330/302.15-16=497/274, 8-16=438/306.14-15=-344/552 WEBS 3-20=-196/350, 5-20=-111/414, WEBS 3-20=-196/350.5-20=-1 11/414, 5-18=-772/424,10-15=-575/378, 3-21=-992/835,11-14=-290/494 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=150; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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 153 Ib uplift at joint 15, 210 Ib uplift at joint 13, 266 Ib uplift at joint 18 and 240 Ib uplift at joint 21. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 215 Ib FT = 0% foYq•arra0n'FYi brh'1l pri nAS6rsILLlrjlil al nutst(ormbs(nioxrimnimerammuria. 4,ri pwamdrtr mrwnrL tMpMngJRQdbrAarI (marlr( Ixra UM Mrr nr Hen Oa.nrwNablel,mj I YII/I uanm ralfrMbaN6ibIAtlM 1 nr6M11¢IIFaaPr.fFC14'Ir GFaMbWaal nlaFam mmapc,abFNnbd gArlq,WaWYIMbIn}44rayr lnrrl7mlmb10Cme.aM Ftl h0up aao ar.Maq a6 mLtalOq Anthony T. Tomtro 111, DE minr b,Im,FgW6ghb upWdn/bAnn.bO.sir trcNgdnbWl.ghrgrr,bmm or44C:d1 4d1'Ggn4dlM1llbpnN/bI01d IdIn AMfm•WgIdY{a:gt Y+dkagrY MYnq N4id x80083 arYIt/aFhf n d4ar0a Ualow. ft0.0b Fame mt/abadb W"rr u7MrM POiJr,h,l,Ih til a11111nidxgdY FmxFud. arlaWrLnynxilbrmlaaaK4La Aop.linrMgEgaa srlmrraRK>r'a, aSn 4451 St. Lucie Blvd. Ao.w ldm llrfrtrO qaJ gmaaOFyUptnbiMl lir lou hapivois U lei b Wal MuP,n lmr s)ma lywdq WAM UbmiMa n araldallolai Foil Pierce, FL 34946 oFfiiFAt07016AdFelheur•Ambgl.lombol0,1.1. bprolooi000libis loroara,iosly lmm,upoliliidribooibr+rixeoFamissinIs" A•Ibofbnxr•Aa6py1.lomtol11,F1. Job Truss Truss Type aty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 A14HF Hip 20.0 1 A0197951 TC 0.82 Vert(LL) 0.31 12-13 999 360 Job Reference o tional 00 Musses, ron -uvU;, rL rrv4lo, uesgnWa 1-0-12 4-7-9 10-11.4 5x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:45 2017 ID:UumEBPzoXokuwJ2P5W?E2TyuP1 h-Juz7Awi 1-kv9ZV2ES3B-CTnjkrb6ORocazyBn 22-8-3 28-114 35.2-15 -%L i n -A er>_11 30 = 5x8 = 5x6 = Dead Load Dell. = 5/16 In 5x6 = 3x8 MT20HS= 3x4 = 3x8 = 5x8 = 3x8 = 3x8 MT20HS= LOADING(psf) SPACING- 2 -"CSI. 1656/0-7-4 (min.0-1-15) DEFL. in (loc) 1/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 12-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.67 12-13 713 180 BCLL 0.0 Rep Stress Iner YES WB 0.52 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.21 15 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 82: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17,6-13,3-18,9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18 = 1656/0-7-4 (min. 0-1-15) 12 = 1656/0-7-4 (min.0-1-15) Max Horz 18 = 55(LC 11) Max Uplift 18 = 390(LC 8) 12 = 390(LC 9) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/123, 3-4=-2522/1491, 4-5=-2271/1457, 5-6=-2785/1745, 6-7=-2271/1457, 7-8=-2271/1457, 8-9=-2522/1491, 9-10=-272/123, 2-18=-260/254,10-12=-260/254 BOT CHORD 17-18=-1251/2090,16-17=-1428/2747, 16-19=-1428/2747, 19-20=-1428/2747, 15-20=-1428/2747,15-21=-1426/2747, 21-22=-1426/2747, 14-22=-1426/2747, 13-14=-1426/2747,12-13=-1234/2090 WEBS 3-17=0/356, 4-17=-232/599, WEBS 3-17=0/356, 4-17=-232/599, 5-17=-745/422,6-13=-745/422, 8-13=232/599,9-13=0/356, 3-18=2322/1506,9-12=-2322/1505 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 Ib uplift at joint 18 and 390 Ib uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 221 Ib FT = 0% ry•Ibri A.n irM.b'11IW1nlssnpwln aril!nub1f0o7uCollnlox Irlll•I1lUbgllldlei pry her Ydp pond" drid dM Ar1mI Asponglnpdd1rA.r1.tr4R11 M.neuMWnne Mud -a Mirab1W.y YI1rIpmNie'M uabr.A4rI71nM.W beLro ktlp leprnpe, lyrMAllgr.;b Wreq M1'F.msWFW 4bp4nmxlnyeMgnywulrryb eeh/p4M tylr lnn61vio it IWe4y..ex IM llrlwp nraNu.4rgaem.L ualrkl Anthony T. Tombo 111, P.E. ftk"Ih WW(Ww-.awl Moog. 0eo.m. Powi s ritde}s.hMMy1Wry,Ymm Abol.4CdbWUUNI'uMdiete" IpnU blWdrrYunrdMlmtd 4lirmgr,NrMwdYrulJ MbnyrWlr x 80083YIWIhtoM4Q11x1. Uenf ulM.blWeloprmfdpxm.ndOr Arty(grp0liro q.PflfjldWrlhOldfllln daeNYpedpJas uLlYlnUnyredlandlmf/LLmh Lm eia.lu kind lle(etedq.d r#Yndlh prgl Mntl o L.upyp[ep.u41n.e 1fJ Mup,=Mlt3ry»FeryodNM>li IOmCzN brine MdblM1l. ' M1 P°dlmerMr+u, aYn 4451 St. Lurie Blvd. ppi61107A16A•Ilodlnun•AuiooT1.IomioIILF-Lhpdodiudgni$=10,iu.glaaisrwWddridntllewinesplalvwhowA•Ihelhaut•blbay1.We01,r.1. Fort Pierce, FL 34946 Job ( Truss Truss Type Oty DEFL. HOMES/ SEAGATE v4WRCSG4F9 I/deg Ud TCLL 20.0 Plate Grip DOL A0197952 t A15HF Hip 1 Ply,[AN TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Dec 22 13:41:46 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-n4WVOGIfX220BIdROnjDkgJsbFzRlgbmodh71Vy6PCJ 1 0 2 3 6 4 8 1 14 + 15.10-1 24-0.7 30-11-4 36--4 39-10-8 4p -11r4 36-4 5 5 0 s.10-14 8-2-5 6-10.14 ss -0 3 s 4 lalz Sx6 = 5.00 12 3x4 = 4x6 = 3x4 = 5x6 = Dead Load Dell. = 5/16 in 5x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 5x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.25 13-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.59 13-15 805 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.25 15 999 240 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-1 oc bracing. WEBS 1 Row at midpi 5-17,7-13 MiTek recommends that Stabilizers aLerection! uird cross bracing be installed during trusin accordance with Stabilizer Installation. REACTIONS. (Ib/size) 18 = 1656/0-74 (min. 0-1-15) 12 = 1656/0-74 (min. 0-1-15) Max Horz 18 = 54(LC 11) Max Uplift 18 = 413(LC 8) 12 = 413(LC 9) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-2568/1487, 4-5=-2329/1447, 5-6=-326111928, 6-7=-3261/1928, 7-8=-2329/1447, 8-9=-2568/1488 BOT CHORD 17-18=-1129/1911,16-17=-1697/3166, 15-16=-1697/3166,14-15=-1694/3166, 13-14=-1694/3166,12-13=-1107/1911 WEBS 3-17=49/551, 4-17=-255/625, 5-17=-1100/655, 5-15=0/290, 7-15=0/290, 7-13=-1100/654,8-13=-255/625, 9-13=-50/551, 3-18=2277/1412, 9-12=-2277/1412 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed: end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 Ib uplift at joint 18 and 413 Ib uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 212 Ib FT = 0% 9..4 %*horrmhwtdmlmhtwm Lwtpsppr glR0;db lrJwhl.lwhilt d,tm lledpb'ewl dntlx.m Mdwbal.ml mhlawrsntlMYMlbblblbwtil.yehwlpdplgbxQe.fi[mippet budwglM,puedtmxnlshd4rdnddgm". w4w04hb,benpdbs4hlwttftM.b0di.wbIWONIKPKs.*Mbdq'.W.ewedry Anthony T. Tombo 111, P E d din I.sb, )hw.ghbtegwddn do. Nw.b4.dt ehvNgedn bblhq kn.,.. to nandae 144 C dbbdlJ'q,N, d F&I IM gnewldblWdete bdlmdblmt.wiey 4lY[txigtibWlOwdbrq hMNbn,rm,4lgd 280083 b1.111h4vdi o. rb nt howl• blvd to 10.14 ram.11h pe N wd ldniM4451 St. Lucie Blvd. Aa.W IduN II elundgd qw w.tlq h dl inn whAti M lnu ht¢two b WI b 1Efglenp, w 1.0101 bFW dmr on" NlgdeNbruae n Idalo ml Foil Plelce, FL 34946 oppi[b01t16A-1Roof poue•Anbogl.lemboIII. f.L terolvdias of Ah Moans, is ely INN, is limissill hem A -I [get flossts - Agib"y 1. IN** III, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 A16HF Hip Girder 1 1 A01979.53 TC 0.51 Vert(LL) 0.16 17-19 999 360 Job Reference (optional) w;V55G5, v.. ,c, , - a -r , mun: o. izu s Nov lL 26i7 Prim: C.1ZU s Nov lZ ZUl / mil ex Industries, Inc. Fri Dec 22 13:41:47 2017 Dead Load Dell. = 3/16 in 3x6 II 7x6 = -- 4x6 _ - -' 3.4-- . 4.10 = - - „ - qx6 _ 2x4 11 3x6 II 1.5x4 11 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.36 17-19 937 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 17-19 999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 'Except' B2: 2x4 SP M 30 WEBS 2x4 SP No.3 'Except' W5,W1: 2x6 SP N0.2, W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 21 = 1984/0-7-4 (min. 0-2-5) 14 = 4559/0-8-0 (min. 0-5-6) 12 = 46/0-74 (min. 0-1-8) Max Horz 21 = 55(LC 25) Max Uplift 21 = 391 (LC 4) 14 = 1219(LC 5) 12 = 341(LC 24) Max Grav 21 = 1984(LC 1) 14 = 4559(LC 1) 12 = 85(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3147/582, 3-22=-2861/567, 4-22=-2861/567, 4-23=-3093/564, 23-24=-3093/564, 5-24=-3093/564, 5-25=-1216/230, 6-25=-1216/230, 6-7=-1216/230, 7-26=-1216/230, 26-27=-1216/230,8-27=-1216/230, 8-28=0/767, 9-28=0!767, 9-10=0/807, 2-21=-1910/422,10-12=-16/338 BOT CHORD 20-21=-149/312, 20-29=-563/3494, BOT CHORD 20-21=-149/312, 20-29=-563/3494, 119-29=563/3494,118-119=-563/3494, 18-30=-563/3494, 30-31=-563/3494, 17-31=-563/3494,17-32=-460/3093. 32-33=-460/3093, 16-33=-460/3093, 16-34=-2133/458,34-35=-2133/458, 15-35=-2133/458,14-15=-2133/458, 14-36=-2133/458,13-36=-2133/458 WEBS 3-20=-15!715,4-20=-934/136, 4-19=0/404, 4-17=487/133, 5-17=0!714, 5-16=-2285/415, 7-16=-705/289, 8-16=-679/4048, 8-14=4340/1217, 8-13=-808/1990,9-13=-773/136, 2-20=-395/2561, 10-13=-874/0 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); cantilever left and right exposed; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 Ib uplift at joint 21, 1219 Ib uplift at joint 14 and 341 lb uplift at joint 12. PLATES MT20 GRIP 244/190 Weight: 232 Ib FT = 0% 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 Ib down and 160 Ib up at 6-114, 124 Ib down and 77 Ib up at 9-M, 124 Ib down and 77 Ib up at 11-0-0, 124 Ib down and 77 lb up at 13-0-0,124 Ib down and 77 lb up at 15-0-0,124 Ib down and 77 Ib up at 17-0-0, 124 Ib down and 77 Ib up at 19-", 124 Ib down and 77 Ib up at 20-10-8,124 Ib down and 77 Ib up at 22-10-8, 124 Ib down and 77 lb up at 24-10-8, 124 Ib down and 77 Ib up at 26-10-8,124 Ib down and 77 lb up at 28-10-8, and 122 Ib down and 76 Ib up at 30-10-8, and 229 Ib down and 160 Ib up at 32-114 on lop chord, and 344 lb down and 82 lb up at 6-114, 88 Ib down at 9-0-0,88 Ib down at 11-", 88 Ib down at 13-0-0, 88 lb down at 15-0-0, 88 Ib down at 17-0-0, 88 Ib down at 19-", 88 Ib down at 20-10-8, 88 Ib down at 22-10-8, 88 Ib down at 24-10-8.88 Ib down at 26-10-8, and 90 Ib down and 91 Ib up at 30-10-8, and 346 Ib down and 383 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-1O=60, 10-11=-60,12-21=-20 Concentrated Loads (Ib) Vert: 3= -184(F)6= -124(F)9= -182(F) 20=-344(F) 4=-124(F) 19=-59(F) 17=-59(F) 5= -124(F)7= -124(F) 16=-59(F) 13=-346(F)8=-124(F)22=124(F) 23= -124(F)24= -124(F)25= -124(F)26= -124(F) 27= -124(F)28= -122(F)29= -59(F)30= -59(F) 31= -59(F)32= -59(F)33= -59(F)34= -59(F)35= -59(F) 36=-61(F) fa.4-N *on*Tb•611n61nI11UrVU2 QW1 UU611tU7Rg1111pY1'Inn'1(11[{1 jUl'bR ItAI i11 MmInldMWw wlbLw)M.p bng110P,wi YlElwrl h•bItFIJdlrnlAwiM w1 dnr6nru oe/w41A.wyWhlrrwn-rt. rbobnNbbdl6b wL brbwrbwp lrpwpe,find!lrryrM,m Wwwlldrgrunsxwpo elm Pointed wtw'w wy wid"ArI*"do, sop inn bene w b ntwl!.wb UH. no bwpwlmpow lwq wwmwL.W&I wl•uddb lmfbq WighbnrprW!dbAw.Ye•sirworhdgrd-or hdlg krgwr,wbcow dblU, b C nib bdlfpohmi MI. Ib 11PnddbWool so! W0.dor1M,Wbl leftmoit.bdrdmw d brq*0 is bmpu'! d Anthony T. Tombo 111, DE b Mlgbrpedberre. Uw nd•w.bl06dbP mr lPdrWroibbi44.prd14gbb owpMpWrbl 4 Roo fill mrdoncib PwrdpAm W1 odwbmposUsn weft. VooIwkgw.hns hip E.M. wf ems 6WLv.,wYn ?60083 An.lw lddlfrl•y'ro grtlawwwgq4r-rw MrN MlmtprplyrwnlClblaM bup,-imssnrywtrpww oiml r.lbl uoirorib:unwMsd m1. 4451 St. Lurie Blvd. Gppitb O Ttl l A•l ioel hnua Anboq l.Iombo Ul. r.l. topolmioo If InMoan, is of 11110,is proiibd -iAom The -rints permissive how4,1 tool Imus • bWnr 1. 1014110, P.I. Fort Dlerce, Fl 34946 Jots Truss Truss Type Oty DEFL. RYAN HOMES /SEAGATE V4WRCS loc) I/deo Ud TCLL 20.0 A0197954 1.25 C01 F Hip Girder 1I JPIYG4F91 999 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, cesignrgaTtruss.com Kun: a.idv s Nov ie cul r rnnu mizu s Nov le eu o t mi i ers rnuuslnes, mc. lin Lim ce IJ:M r:MO CV r I r I Deft. = 1/16 in 3x3 II 5x6 = 3x8 = --- — 5x6 = 2x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.08 10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.17 10-11 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.07 10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No -3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-34 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12 = 1535/0-7-4 (min. 0-1-13) 7 = 1479/0-3-8 (min. 0-1-12) Max Horz 12 = 48(LC 5) Max Uplift 12 = 329(LC 8) 7 = 301(LC 9) Max Grav 12 = 1535(LC 1) 7 = 1479(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2297/462, 3-13=-2542/534, 13-14=-2542/534,4-14=-2542/534, 4-15=-2542/534,15-16=-2542/534, 5-16=-2542/534, 5-6=-2236/446, 2-12=-1474/352,6-7=-1422/323 BOT CHORD 11-17=-386/2051,17-18=-38612051, 10-18=-386/2051,9-10=-362/2002, 9-19=-362/2002, 8-19=-362/2002 WEBS 3-10=-113/679, 4-10=-608/235, 5-10=-126!140,2-11=-320/1896, 6-8=-345/1930 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 329 Ib uplift at joint 12 and 301 Ib uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)100 Ib down and 77 Ib up at 5-114, 95 lb down and 66 Ib up at 7-0-0, 95 Ib down and 66 Ib up at 9-0-0, 95 Ib down and 66 Ib up at 10-54, 95 Ib down and 66 Ib up at 11-10-8, and 95 Ib down and 66 Ib up at 13-10-8, and 100 lb down and 77 Ib up at 14-114 on top chord and 234 Ib down and 85 Ib up at 5.114, 69 Ib down at 7-", 69 Ib down at 9-". Ib down at 10-54, 69 Ib down at 11-10-8, and 69 Ib down at 13-10-8, and 234 Ib down and 85 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plf) Vert- 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 3=-72(8)5=-72(8)9=-46(B)11=-234(8) 4=-95(B) 10=-46(8)8=-234(8) 13=-95(B) 14=-95(B) 15= -95(B)16= -95(8)17=-46(8)18=-46(B) 19=-46(B) PLATES GRIP MT20 244/190 Weight: 114 Ib FT = 0% 4q MvYmdlir b.h'e11x11nSSIS(SIUU-IQ1d1LII461(OIa4C11111194tiQ1!1';gUCn[Kol1I'bclrArWppmbsdmltlnrrns4roAup ugIRO,dYrdbll,IrbgrLldemfledrdi•nx wra+.erddd.rolol..1 I WlrlwrmriritreObrulb6lNbbtilbeLmslmpf4rr.pr.lp trpeul,bWwglpigrsahsrupundWpdnduriyulgnyuWWMbbfprbfeyrbmsledrl.raRldt,dsTMlrarwpnsuge.rw rmrns.ddj Anthony TTanboIII, V.E. dr.dMlmsAr wi,tbbiop am.rira..bo..ir.a.br.as.rt.ua,pwpr.,.si.aarnetaxrmwt.:r:,ridnrl TMvorurtad.;edln,datms,yWill op.brpAmsd4ugr40b4ruyMltd -80083 rarugMprdlorrer serilint.So0.1tr Flow, NJ wp4AmlirawonM•. pdJpW 4Mwi1N1 onrna04 pmt pJrtt IMibYn/nry lltndMn dftlmrbigs.Untbyfpirotltmt lintuvu,ahr 4451 St. Lucie Blvd. Au.W Iron lrebrorprme.rmpll df psmMd Ib lnudup lyem blplbtdlei bipr.rtmssine[goro d.IldMp Uptlrdr•nrr.IdadblM1l. Fat Pierce, FL 34946 oppipNO701AA•Iloothows•Aotleerl.losbo0611. tewdediceoflbisi mnrm,ioorlbaisprobildd illowsitwinegermmbabewA•Iloothesses•bAoerl.bedoIII,Ill. Job Truss Truss Type Ory Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 CO2F Hip 1 1 A0197955 TC 0.73 Vert(LL) 0.15 10-11 999 360 Job Reference (optional a a^ • ••• +Run: o. r cu s Nuv oz cul r Prim: n. i [u s Ivov 12 tut r MI I ex Inaustnes. Inc. FriDec 22 13:41:49 2017 Pagel ID.I hohHggcRSjfhi7ZLg 1 IoUyiKGA-CiCeOHIXgzRb26M0hvGxMJxODT2MyJiCVbi4nvgy6PcG F1012 7-11.4 I 12-114 20-34 20r6r12 1-0.1 7-11.4 5.0-0 74-0 0.3.8 04 4x4 Dead Load Dell. = 1/8 in 3x6 II 40 = 4x6 =40 = 5x6 = LOADING (psf) SPACING -2-0-0 6 = CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 10-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.27 10-11 905 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.09 10-11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x4 SP No.2, W6: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11 = 886/0-74 (min. 0-1-8) 6 = 786/0-2-12 (min. 0-1-8) Max Horz 11 = 65(LC 12) Max Uplift 11 = 200(LC 8) 6 = 154(LC 13) Max Grav 11 = 886(LC 1) 6 = 786(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1107/648, 34=-947/682, 4-5=-1094/650, 2-11=-805/640, 5.7=-702/504 BOT CHORD 10-11=-369/358, 9-10=478/947, 8-9=-074/955, 7-8=-258/442 WEBS 2-10=-159!711, 5-8=-228/638 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at joint 11 and 154 Ib uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 109 Ib FT = 0% rmy Ib•,r••dhn•..n•Iloclnrsusf+wrlarwnnauolal¢nmlolll-wrr,Imr.uxuRrRlwrwpr a.,wmr.m.nll„uon.p,.,tllol r,e+.n IwarLtftm%WW".n emre•.dwr„ala..•r nldr ralOru4 Ym11.b1ibMNd n.irmlmplgNP..y. dlGpy e.Wnnlgiq.uurem'ai/a iMtYdq.u ny.Wl7rMorinp brq ImrMAIghIOp.If.wbA1. M1impnuy.f M.Iprm.Lwdf1 Anthony T. Tombo 111, D.EI80083Or1UgMpnd4e.hi.lE.ann.+b.lrpdbinbndpddmdbplbgrgavo fEol06•rra.MA PWM 4 Rdlxlnrdr.nJb ped plan W11Ybab-nonaUnNhln/bhm Mq..hm inpbra. .tlmrbW7nr, am. 445154 Lucie Blvd. ea.h. Mad 11.(.fro q.d 7• edy h / I.r.. YdtLL IM Inu bop [So- b r01 Y Wal EWM Owl M4 U vJJ db:u.r a MM.IbI. IF pi1MOTP111•I[IJIlnstet•AJIIuyI.11m6/W,/t.troil/ww dllillKvoem,ioayleoilpblilBdr'u6rn lrvrinarambtiwb/oA•Ilbolbnsn•AuENrt.lwlblll,r.l. Fort Pierce, FL 34946 Job r Truss Truss Type Qty DEFL. HOMES /SEAGATE V4WRCSG4F9, I/deo Ud TCLL 20.0 Plate Grip DOL 0197956 TC 0.79 CO3F Hip I PIY,RYAN 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:49 2017 Page 1 I D:IhohHggcRSjfhi7ZLg 11oUyiKGA-CfCeOHIXgzRb26MOhvGx WxP9TxxyE t CVbwnvgy6PcG 10-11-4 rt -0.1a 52-1 9.11.4 1 15-8.7 20-3.4 20r6r12 r1.0-1 52-1 + 4.9.3 4.9 4 4$13 0.3$ 0.6.0 3x4 = 30 = 5x6 = 3x6 = 4x6 = 5x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.2612-13 935 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.5312-13 462 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS Wind(LL) 0.04 10-12 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 'Except' B2: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-94 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13 = 887/0-7-4 (min. 0-1-8) 9 = 791/0-2-12 (min. 0-1-8) Max Horz 13 = 77(LC 12) Max Uplift 13 = 213(LC 12) 9 = 172(LC 13) Max Grav 13 = 887(LC 1) 9 = 791(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-945/628,4-5=-816/634, 5-6=-816/634, 6-7=-945/627, 7-8=-267/153, 2-13=-285/308 BOT CHORD 12-13=-625/944,11-12=-586/910, 10-11=-586/911 WEBS 5-12=-170/428,3-12=-199/297, 7-12=-165/253, 3-13=939/653, 7-10=866/621 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf: h=15ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas,where a rectangle 3-6-0 tall by 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 at joint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ib uplift at joint 13 and 172 Ib uplift at joint 9. LOAD CASE(S) Standard Dead Load Dell. = 114 in PLATES GRIP MT20 244/190 Weight: 116 Ib FT = O% Oe1hl•M1..i.egY.m..M1•11 n11 a11S6fYlllrj o194gW 1fDt7NCN1A19111i6T.T,7llkrltlJlR mr. Irrllby Matlnfdml tlmm tbm Mf+pOr.gptAdmWl I1.IrU41LNrtarLMleMr rx tlnr Aerw Ytlsm101.mj mrirwrm lbllumrnNmrt»b. l beim,lnylp.epr•s,e,l r,nmre+mnanvn m.or>se4mra,brew+grry.rrarrmarprmeyrbr,treme alooy.,a lRl tbapru.gau iwqum.a,Nrm1 PJa1 Anthony T. Tombo III, P.E. rwdib lm/r.rl.b.Ibmrw•erydm%M.bNWA ervN¢s.mweyl r..mnmeamm bxermwl.eelrNr.Alsl TMeMw4muAd..earN4mbm..h nkoft :vr.bame.abrn*obmrr,WAthd a 80083 m luylnpo d bC 41.11.11 wMoft HOW m Irmned rbbo$ ON bdbq U11tn 1db. W1..p ijldl b111111.1110 ntd.ndb ped Inl M.1U rnlr.dtgl./ W1Imb.1 Avp.bm bup fq.. V 1m/ Vnlgrr,vll 4451 St. Lucle Blvd. de.1. Id.N Oil bse 9tol.; Viol4Nl.t.s brdrtl lb I"halolv.xb/11 m ldr.l Mope,. Imssre. blew lol Win IDmi.N o n.ldulbinl. Fort Pierce, FL 34946 gpipNO1DIAAdlwllnsus•AmAegLbmboN./.L te/rdwinWiko%lmnm6leatINalsp0uhiatdoidMdewinaptrmissitohow 114 tool bnul-ArAeerl.lwto10,r.l. Job Truss Truss Type city Ph RYAN HOMES / SEAGATE V4 WRCSG4F9 1CJ1 Comer Jack 4 1 I A0197967 1.25 TC 0.09 Vert(LL) 0.00 5 Job Reference (optional At Root Trusses. Fort Pierce, FL 34946, design@aI Wss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:41:50 2017 Page 1 ID:UumEBPzOXokuwJ2P5W7E2TyuP1 h-grmODdmAbHZSfGxCFdnAvW UlwsWOhgBLjFICRGy6PcF 10 oi 2:U, I I 1.0.0 0-11-11 ' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deo Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Verl(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP -CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=S.Opsf: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 4 Ib uplift at joint 3, 71 Ib uplift at joint 2 and 1 Ib uplift at joint 4. LOAD CASE(S) Standard Nq.rAcre.w l.n...ti•ell or tinleruutnanw ntwa,taarcnmt litilrt;uutruwtn•aR lN,rlpi••,lntw tNrMwnn wt t w pmdru.rl IW%K1t. W—ibmws "t mud-ftotwale ro.wy INdtrrMirittmwr larrplwwrol Urinu pfglgtn De,StudgwpM,MWwrylMtgeumwm/ndetp8t0tlgan+gnyrWlgMot pf*!Mt¢ImtMm1u41WwC,w1e IM1I M1Qt.p nu"kMbIlAyuuwt~.' Anthony T. Tombo 111, DE. 1 drtrdbtrytttrry W6ghtY rttlwtddhdOrArn h Gait roevdtp c as k%4 Apwr,ymm dtaItL*,Cd6Ydl.Yry WsMJK1.A-9P-Wdle IN- WW W rr del tmldbq 1014 MqL bdwwd Yot YOwrmNWgd errbgwgz N4eKe.UnrWr+vOr llCdrr prmrtdpdiwtdYpleaytyuml4grttrwwp•iwlly lrldlxlryrbnNY pedpWt. lM1l ibrtUrrtpalWrNMnl4Lwt Errgr,Lm Mpfgaadlmtdavh:wv,wht x80083 Av.tw lid lyrl dgrdp•nigydl prtw blArl M1lnv Grgirp beCl it lLiq Mnp.rtmtltdsigmslry Nlg UuIGNMn wrwblal IK1. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 fppiAMO101AAliNlbnwl•Aulegl.tem6elll,rl. ttpdeoiaNAitlauoem,ilaylaaitpolil'ilto isMthevrinnrneitsiwhasA•IteNtrnus•AtAny1.beeolll,rl. Jbb Truss Truss Type QN DEFL. HOMES / SEAGATE V4WRCSG4F9 loc) I/clef! Ud TCLL 20.0 A0197958 1.25 CJ1F Comer Jack 7 PIY,RYAN 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al ROOT Trusses, Fort Pierce, FL 3494b, oeslgn(gal truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Dec 22 13.41:51 2017 Page 1 ID:agpjYE3xuP8oBilH6PrSYazz2of-82KORznoMbhJHQWOpKIPRkl vnGsnQHRVyvPuzjy6PeE 1.0-12 a1a,sr 1+ 0ia15 a.00ftz LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/clef! Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 161/0-7-4 (min. 0-1-8) 3 = 26/Mechanical 4 = 2/Mechanical Max Horz 3 = 52(LC 9) Max Uplift 5 = 94(LC 8) 3 = 31(LC 19) 4 = 7(LC 19) Max Grav 5 = 161(LC 1) 3 = 39(LC 9) 4 = 15(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-178/280 NOTES - 1) Wind: ASCE 7-10: Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsi; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever lett and right exposed; end vertical lett exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 94 Ib uplift at joint 5, 31 Ib uplift at joint 3 and 7 Ib uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 0% S dq nmurwd6wm.r•d11=FIZZrS1ulrI21011nrxfa rwlrapNm. Wd dw,I I.»arl trIUMVIOW,wr mwaw.dmdmlitTWO dlnnrwrldirM rWbYgl MnMUebwrlrglrprapm,SdnerL/xtbWwglprpmmsmm sr l Mr wpw lny Wlrybarbsy YsalMhrugml rlo0.hr.nrinuyrwugmwudgrwm.w+e1 AnylonyT.Tombo111,V.E. d.wANrlmfMgMMqhOrmnndde!detO.m.MOmr"*Volgp.bNn:qIiiatoo[wo.dhl4iogWINbdhYallobWKI Mrrpmld%0Edo! sold -w61hlms.ddq1 h rngr.mWpWbEnSWIM "Ir ubl"d 4451 St. LuciebwelMsgndlmmmm ds n raw.ramd r rmmr.f pmwramrm4crpmw.I ls m.Vorpwdtirndvu mra.no Vodpw ryl s.somrwldsn dwstobwraup.lmrrnp6r.edlmswr+.u,w.n t. Lucie Blvd. n..b.ddudyrw,egrdgmbmghar.rn..rnd minnt vrt4w,bf0lslu3glaq.,0ImsSM.ynm+smu>, Fort Pierce. FL 34946 ptiitN0MI, 4.1Whours •btloryl.IumaIII, rl tetrd Biosdflisdmomd,iamay low, ispolibirdrirlmnArrnnnrmmissiNhow A-1hol6nses-MAoerl WWI,r.1. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 CJ1 FP Comer Jack 2 1 AO197969 1.25 TC 0.20 Vert(LL) 0.00 5 Job Reference o tional Al Roor Trusses, i -on vierce. FL 34946, aeslgn@alwss.com htun: 8.120 s Nov 12 ZU17 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:512017 Page 1 ID.UumEBPzQXokuwJ2P5W7E2TyuP1 h-82KORznoMbhJHQWOpKIPRkl uwGr4QHRVyvPuzjy6PeE 1-0-12 ato-15I1-0-12 + 0.10.13 5.00112 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 6 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 161/0-74 (min. 0.1-8) 3 = 26/Mechanical 4 = 2/Mechanical Max Horz 5 = 52(LC 9) Max Uplift 5 = 65(LC 8) 3 = 26(LC 1) 4 = 25(LC 9) Max Grav 5 = 161(LC 1) 3 = 11(LC 8) 4 = 16(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone: cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 5, 26 Ib uplift at joint 3 and 25 Ib uplift at joint 4. LOAD CASE(S) Standard tl q • Iletu A ndll Th. h -I I tmi nymrituin amFite I (ot=vs(%1DNj KTlr11(aC1lt"1r hit ItAI ivp 1 ntln dnd M t 1lmt Mtp nglllpJs b 1/.1.11 Irba I I hl nt 1b Ml t ""I 4".w 0" M IA.j WhlunwrYn lbdbmlM6l7h bti111ti1rN bup ltpwQt.SFc IgwrA,b•g101iyam•emp t/b Q111•/ga:YF y Wr11(gNV'iMuyt hiss 41m1.O rOh•p, defM1l M1bcp nugt t:llgl trst mltrT Anthony T. Tombo ill, D.E. dtu4btattbgMWghbnywMW1;X010.w.0 0.si noatagf 6WI.yAwp:..h:On/bol.lrlCdO IdMIgn4dIF1 l gnW O IMds;hdl.x l6Cmt 1 4Ago:gtYtl OmrdY gJ/:bornyMlU}/ V 88083atugb,p d(1 a»In.n•rlrodonmo/dp:mnn hasp(q.mlenlw.sllarjr+bblhlndwln:a n a eaW.0 mlunu ndr roh,r,y..uee tphq.dlmlr,u...y,1 4451 St. Lucie BlvdAomibq/l.nogdq...m ll0prnnrhd MI•ut Iglpmhrtlh.lUgply.In:IllmsbpuntgMlq umiull•::In(dd•mI. Foil Pierce, FL 34946 eppqkOfll6A-I1WInlut•)mA gl.led$Ill. r.l. [tpled dioddnbmarm,i.ogtwo, ifpoli6ee1rit6eetltcline.Famnli9NOA•1too16aurA.Amr1 Loblll,r.l. Sob r Truss Truss Type Qty Ply[AN HOMES / SEAGATE v4 loc) I/deb Ud PLATES GRIP TCLL 20.0 A0197960 WRCSG4F9t CJ3AF Comer Jack 1 1 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@atlruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Dec 22 13:41:52 2017 Page 1 ID,UumEBPzQXokuwJ2P5W?E2TyuP1 h-cEumeJoQ6upAva4aN1 pe_xZ41 gBh9kgeBZ8SW9y6PcD 2-7.3 2-7-3 5.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 3-4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 3-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.00 3-4 999 240 Weight: 10 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No -3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (Ib/size) 4 = 96/0-3-8 (min. 0-1-8) 2 = 68/Mechanical 3 = 27/Mechanical Max Horz 2 = 66(LC 9) Max Uplift 4 = 45(LC 9) 2 = 34(LC 12) Max Grav 4 = 96(LC 1) 2 = 68(LC 1) 3 = 46(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=5.Opsf; h=15ft: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4 and 34 Ib uplift at joint 2. LOAD CASE(S) Standard x..y.nn,e..dlr,.e.sr rinGlnnsarslwRa:wnlluuolallcltlnio.ii117lxu[nlrwuArY. ItAlI.n0.111d.sasSh.lt'nns am.an..rwr.alul,.y rhlvnsnratrMr•u11s.tA/an+dIs 41.3 k9p repwoo.*0M t""'pis ud . o" We,pruM issrowdr. Me,ur.r,n,grit.wueu11,brnvart.*WnkPm.amo.irsloKllrrwnn>.ymelrg.mn.w.lrr Anthony T.TomboIII, DE. dntdsblmsl.gWbgb6mfwsdarfdbAt..be•.isrobatpinbldlslbup4.b MrnAgBl6LL:dMM1aYsInNdIRI16gNr.I hlMdollJlmd6Lned lnr;nty.b47/ndYtoltH MOerty.vl4!A x80083 b 1...2 Mr.. IW cu. rl." Mild Sxl nt.drtval. podtJsu DLIn4stOsntm4lms.l Mnd4 has bvp.bns A+p lq.. nrlmsr.Ms r.,.1st 4451 St. lutle Blvd. Aa•su lO.r llrfnrtl yrsl q...mq if sd pnnwdnl d Isis blit tsps. b Sol At ltlybtgr,n inn SIM. hioml of WAR 17m7daM•.sn.ld.sl.11ll Fort Pierce, FL 34946 oppi6M O 2616 A I toot hossn • Wool I, lom6o III, P.I. Ie6sol.diu of An Inomrm, is oq Ina is yrolilod ripen Ar rune primus.. bon Ad tool lmus • A.Aoo2I, tomla III, r I Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 CJ3F Comer Jack 7 1 r A0197961 1.25 TC 0.18 Vert(LL) 0.00 4-5 Job Reference t—# 00 ,use , OR r-1—, " ,,r—v, vcs,ynryfa nrvss.cvm Run: U20 s Nov Q LV7 r Print: 8A20 s Nov 12 Z017 MiTek Industries, Inc. FriDec 22 13:41':53 2017 Pagel ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-4OS8sfo2tCxl WkfnvALtX96Fg4WnuBwoPDt1/2by6PcC 1-0-12 2-10-15 1.0-12 2-10-15 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 12 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No -3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7incrossbracingbeinstalledduringtrusserection, accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 197/0-7-4 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz 3 = 79(LC 9) Max Uplift 5 = 86(LC 8) 3 = 23(LC 12) Max Grav 5 = 197(LC 1) 3 = 66(LC 1) 4 = 51 (LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-189/309 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 86 Ib uplift at joint 5 and 23 Ib uplift at joint 3. LOAD CASE(S) Standard ra.4•ro,ne.Mply...n,•AII=RYMrMUInOrMtRINI&(% tn(%IONrrrtrlkueruamrl..umrdppnd,ndmd.ar.lotImbwl"glrtodaua.rib.barlth.rl,MlnlmId.,d-aosdMamr..1 oldrasu"pn,tAdbraAMblllbbnllbaLntMaplrpropa.Slw,ErbpM,nWnofNapn,otsoupaaadapdnWdWonlmMWdrlb"dK1341s IN I'036"Mnd,RAoll.oMlnlM1bdpnugen,.4rqu"Lscow? Anthony T.Tombo111,DE. olodblm,Mol NU•ybb,upaAdn d.rAo.40.oi,aervd r.ro,l.11.y Mvpr,,.tY,rnndlb lq,d, O: ddAbd l.lal n4dR11 R, pnddO, Rldolldl nrdbim,aax brMl rnil,."oloon dY.aA" M rr"!p0t.d blilq Mpnd4a:M.. !Ao"t.M.blppdbpAn.tatl pd&ot,IMMdYII,go,d ldq Atmm tx5p plYlbllr to of llU",drAnrb podp4nu. ml SrtU, a 80083 M.lo lagll l'rd4 d9o..,rbl4drnnlndiH no hopts"m b lel lb Way hap,""g f ° 1A NMu,fbnM,bap.l",pnpfgrs ofl",rsdrtn,o:m 4451 St. Lucie BlvdIcaabprodapWqUaafWN"""nldxlNALI Forl Pierce, FL 34946 appilb01011Adtodbossrs•Anlosy1.I"As,10.1` . lApoA.dio.dItisAomabal,inoflbaispolilBad"IleoIbeninr.lamisuo.bwA•Ibdhisses•bMop1.lonloIII,r1. Job Truss Truss Type TCLL 20.0 HOMES/ SEAGATE V4WRCSG4F9,,- 1.25 TCDL 10.0 Lumber DOL 1.25 A0197962 0.0 ' CJ3FP Comer Jack 01Y 2 1PIY,RYAN Max Grav Horz(CT) 5 = 197(LC 1) 3 = Job Reference (optional) Al Root Trusses, Fon Pierce, FL 3494b, Qeslgniglallrlu55.torn LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2O17/TPI2O14 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Fri Dec 22 13:41.53 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-40S8sfo2tCxl WkfnwlLtX96CN4UUuBwoPDu?2by6PcC 1-0-12 2-10-15 14).12 2-10-15 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 197/0-7-4 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz Vert(LL) 5 = 79(LC 9) Max Uplift 240 5 = 92(LC 8) 3 = 57(LC 12) 4 = 4O(LC 9) Max Grav Horz(CT) 5 = 197(LC 1) 3 = 66(LC 1) 4 = 51 (LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=15Omph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3x3 II CSI. DEFL. in loc) 1/deft Ud TC 0.33 Vert(LL) 0.02 4-5 999 240 BC 0.22 Vert(CT) 0.02 4-5 999 180 WB 0.00 Horz(CT) 0.03 3 n/a n/a Matrix -MR 4)' This truss has been designed for a live load of 2O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 Ib uplift at joint 5, 57 Ib uplift at joint 3 and 40 Ib uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT2O 244/190 Weight: 12 Ib FT = O% r seq rwue..drys.s.rr•rruWnnfafuwr ar unrxtua0musmtOxfsr?I;uucw:sOn'br,rug r4rs.e,deer.m.mhnslnpr,w lrto;oirsra.rs.rrrartse usYmMs,m atnsas.rc.wrrrom..) dlhlee sM r'm sMmnflYtbrAoh.il Afthas it*ltpf pf.sp:dl ltgstr:mvs to So, Mieptsdsawipieedew psnod gwipnyOWAll e,o hwhspd9ttollslnl M mo 11114, d IRl. nr imp ssopw bgeee0uts.s+tl0y Anthony T. Tombo 111, D.E. I aim III) 1wfr.1 di ghltsuprside,dot0.o.bismA omwSpsn61AAbursMecited oltoISLbKdbbdhYglikdFFl lb4pml/OslpldsahLsxdYSm tliglMltio 4s.YaAe dh gY>AMY upniUUd : 80083 owl".1lfsp dl9mme doAloomsawsblWponied gedodetdN" lt pmdh1hg9tries.P ~by l4 me sol o'dotael >a mpeedpdl.srs gsny allf sed OIansuns hup.he, hep Lop" d lens rnlr.M,atin dsr.l Ibd ll9lstdgd qm hdr uses.ssd nol sshdp l4ma h e0l 111ddgM1p.n 111 srnshpwfdml MFatf7Nee9tdfde•s enmdsslhlRl. 4451 Pierce, it 34946 Lucie Blvd. Gppigb07010A-I Red hssfs•Weill 1.limits 111.r.I. hprd mndlloiowmem,hsoy hrgispoli0id ilealit-1099pmensinisoA•IbofInssel-A9lMyI.Ioml9III,r.l. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 CJSAF Comer Jack 1 1 t A0191 63 1.25 TC 0.43 Vert(LL) 0.02 34 Job Reference (optional) 3x3 mun: c. r[u s Nov a 2Oi r Frim: u.Tzu s rvov iz zUT7 MITek Industries, Inc. FriDec 22 13:41:54 2017 Pagel ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-Yd?X3?pgeW3u8tEzUSs63MIMfUgkdeAxetdYa2y6PcB 1 4-7-3 4-7-3 3x3 II LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) 1/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 34 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.04 34 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.02 34 999 240 Weight: 16 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No -2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 176/0-3-8 (min. 0-1-8) 2 = 124/Mechanical 3 = 52/Mechanical Max Horz 2 = 93(LC 9) Max Uplift 4 = 60(LC 12) 2 = 54(LC 12) Max Grav 4 = 176(LC 1) 2 = 124(LC 1) 3 = 84(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-176/280 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint 4 and 54 Ib uplift at joint 2. LOAD CASE(S) Standard rcAq lY.v N.a .r•u.n rin0l nlsstrryuuyaRu1 nU11u0174[IlmloxFarr;uucner uurrdR um rwnu,d.rr.nt.naMtrb...gpoodd,A.rl lKball.M.-I,M w,,.0 mt,e-o"d.rla..1 WlA mmrYn tdlbnAhblDbb.A4 Is elms Ar.p IRM P"*DO, fourb, to ud"in Initpum eewupwAs/Anthd.J."mpndap M IN lnpAss too lnub7Adn4. M odd. dd IFI Iblnpw.pw.Idgmnnt taAArr I d.udblmfAr.IW1.gNbrttptdieA6D.o.bOnritnoraN.p.6MHarb.p•,.OI.bAAM1B1,MACd6YdI.Ya{n4dPt1.M.ndAhllldo;Adln.dYlmt.ItlM b.O nip,.gae.dY tMMO.n Anthony T. Tornbo 111, PE. 800831p.IdlrA S 60083bhlgbtpod4e.n., a0.,t W M r b lAAdlb r.t...dp4AstAM bM<7lwpne IAAI Ibm Ia>nrAetbAb R dLll n d.nY4 pd pJre Int My.tU mpalCndYan /L hm Mup,hm M.pfgtt. d Imt.a I..,ytt M,IuMdh.rd,49d9.•rhAlpnn Ynh.A hlnu bYp[rtun 41010. War bs p.,Io:trlmstr reA.rwy mor,Arnunra,Asml. 4451 St. Lucie Blvd. Fat Pierce, Fl. 34946 GypirbOTDIAA•Ibrlkntn•Aa11ag1.lobe In. r1. tilewidiss W 44 decriftol, in III lain, is Flebibild -490 Ilif wrintl F0111140611 11611 A -I kW 11911sirs - kANY I. herb III, F1 Job I Truss Truss Type Qty DEFL.in HOMES / SEAGATE v4WRCSG4F9= loc) I/defl Ud TCLL 20.0 A0197964 1.25 CJ5F Comer Jack 5 PIY1RYAN 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) At Roo( Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:41:54 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-Yd?X3?pgeW3u81EzUSs63MfMeUgJdeAxetdYa2y6PcB 1-0-12 4-10.15 , 112 + 4-10-15 P LOADING (psi) SPACING- 2-" CSI. DEFL.in 53/Mechanical loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.02 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No -2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 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 dunng truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 270/0-7-4 (min. 0-1-8) 3 = 126/Mechanical 4 = 53/Mechanical Max Horz 3 = 106(LC 9) Max Uplift 5 = 108(LC 12) 3 = 45(LC 12) Max Grav 5 = 270(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-246/411 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rolation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 Ib uplift at joint 5 and 45 lb uplift at joint 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 0% s,y 16wM ylll s.h.b 1I pGl nawrNUEn IIlllu nitatlaadtlltmotq-In r;uutnwlir l s Iedlhgpwand dc+n.mth, w,phr.ylnvdr+A r I. Inra l l WmhelrYtn, am dx.0 nd bltl.j whl,a mrl'o,ada Nt rtD w.al arlrns"Itbaps.*.*4p M,mWwgMitrot>tmsmpuAnpdn*WM-.4,rWAOarMr6"ddst.p [loud w*WO ,d+IM. h"pnu"tooft queewLw tt Anthony T. Tombo III, D.E rintdbfmtNgldlagh,YrtyrwWyOtrAu.bO.ntrbVdqf.bWOgM,y,r,.br barlbOLbll:dNbd1 Yalul,dllN hrpmldb0sol h oliMTomtl"koftmop. bmb.Wb.g69MbmpwlUa -.80083 bt YgMormal K 4451 St. Lie Blvd. q attow.blOAdol Orn.fpa,Eat:bPHq(.pwSMlhb m IlDgplbaNhln.fSlUnrA,nd!.p,dpJau lM1lu!tssnnwWcan.IMn 4Lnshvps.ImtAtp[q.a,flmtlu.erws,a.tt Lucie d..lm lad Ilr[.>,Ogrdgn .rbp 4 d "a's 1 11'd h lmt taphp a h rbI Y Wq Mupa. Ins Slms lam, r l oAl" O ori'Jo,l m.l a ldulb llll Fat Vlerte, FL 34946 oprillit 0 2111611.1 1W Innsa•Amkogl.bmboIII. r.l.hpmbdieoofAisi em,ioaylu.,ispob4hd.4cntkernnegemnsinhmAdreolbnxs•AoAany1.babolll,r.1. Job Nov._ Truss Truss Type Ory Ply HOMES /SEAGATE V4 WRCSG4F9 CJ5FP Comer Jack 2 1 AN e A01979fi5 w• owe t..__._ r_ e:__ r, a•n. .__:__,_.._.__ 0.09 4-5 Reference(optional) All Run: o. rcu s NQ [U1 r Print: V.1ZU 5 NOV 1Z Z017 MITek Industries, Inc. Fri Dec 22 13:41:55 2017 Page 1 ID: UumEBPzOXokuwJ2P5W7E2TyuP1 h-1 pZvHLglPpBlml p92ANLOaBWkt7zM5O4tXN66Uy6PcA 1_-1-0-12. 4-10-15 1-012 4-10-15 a' LOADING (psi) SPACING- 2-M CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.47 Vert(LL) 0.09 4-5 633 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.08 4-5 751 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Weight: 18 Ib FT = 0% 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 4-10-15 oc purlins, except end verticals. BOTCHORD Rigid ceding 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) 5 = 270/0-74 (min. 0-1-8) 3 = 126/Mechanical 4 = 53/Mechanical Max Horz 4451 St. Lucie Blvd. 3 = 106(LC 9) Max Uplift 5 = 169(LC 8) 3 = 45(LC 12) 4 = 46(LC 8) Max Grav 5 = 270(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-249/393 NOTES - 1) Wind: ASCE 7-10, Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 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 169 lb uplift at joint 5, 45 Ib uplift at joint 3 and 46 Ib uplift at joint 4. LOAD CASE(S) Standard k+ •n.,e.ill,--r-'sIim nsBrsminanwnlnuamaamt rknr;uuc.>ttuaar.. a 4wrwoe,.r r...mo/reyr.pw dawn l.rarLa ntwu.,,.t wtat,..wb.mn..y W41wro11'rn lMMnd t.`nihMnW. IWhns Mpl r pr,lpalq lqnblowWng1101gru 1n pp ellhprnndgwr4Frry v1ip46h1prlMuyr 11,11hrodn01 n0 p.1 pl M1 imp nuatnen.b/gasent vOdd1 MChtMrT.Tombolit, D.E. inr Altlm/W.IIdIghble/pnYb/61ruhlrnileabvMrp:61in1FA pr,4rrnnAtr4l.MCdbYd1 1glrhdlFl th%inWdowMaimIdlrnAblml.rir6F41lFa qb166hndY gu0MYn1 J/tUd 180083bbUIgh$pndhom.dal, 1CMaft TO d nepmn.l pdions Ah 4dp(ngw 1Wn s•.wpur pY0r111111d VU nid—Ste oil YLrs lrrF+n pJn. rlpeulMn.llontr4hnlpy.hnfMtpfq.sdfmlrMan,anl 4451 St. Lucie Blvd. Ao.lu blurt lrehringM ge.vrEghdllrnlpr,lf M1lmtdtyl nnthr41 ne1 1 rinye,Inufltr 6pua r.rorly umalmA 1n rnhlnlnml. Zt Fat pierce, FL 34946 ppilil01116AIledbosses•Anlioo7l.loteio111.r1. hprolodi000fIkisI rw.m,in.ghree,ispoliludrnkMtlerrme.FennisinhowA•Iloolbnses•AuAoryl.IwEo10,r.1. Sob Truss Truss Type OtY DEFL. HOMES /SEAGATE V4WRCSG4F9t- loc) I/deo Ud TCLL 20.0 A0197966 1.25 D05F Half Hip Girder 1 PIY,RYAN 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fon Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:56 2017 Page 1 I D:I hohHggcRSjthi7ZLg 11oUyiKGA-V?7HUh rwA7JbNBOMctua8nkjyHTY5S7E6B6f fwy6Pc9 1-0.12 4-11-4 9-3-4 13-7-4 r 1.0.12 4-11-4 4-4-0 44-0 1.50 II LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Ven(CT) 0.05 7-8 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 54-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6 = 907/04-0 (min. 0-1-8) 9 = 866/0-74 (min. 0-1-8) Max Horz 9 = 107(LC 5) Max Uplift 6 = 168(LC 5) 9 = 177(LC 4) Max Grav 6 = 907(LC 1) 9 = 866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1086/191, 3-10=-911/175, 4-10=-911/175,4-11=-911/175, 11-12=-911/175, 5-12=-911/175, 5-6=-832/197, 2-9=-817/198 BOT CHORD 8-13=-194/945,7-13=-194/945 WEBS 4-7=466/196, 5-7=-213/1102, 2-8=-103/862 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 Ib uplift at joint 6 and 177 Ib uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)156 Ib down and 160 Ib up at 4-11-4, 67 Ib down and 56 Ib up at 7-0-0, 67 Ib down and 56 Ib up at 9-0-0, and 67 Ib down and 56 Its up at 11-0-0, and 67 Ib down and 56 Ib up at 12-2-0 on top chord, and 117 Ib down at 4-11-4, 50 Ib down at 7-0-0, 50 Ib down at 9-0-0, and 50 Ib down at 11-0-0, and 50 Ib down at 12-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (Ib) Vert: 3=-156(F) 8=-79(F) 4=-67(F) 7=-33(F) 10=-67(F) 11=-67(F) 12=-67(F) 13= -33(F)14= -33(F) 15=-33(F) 1.5x4 II PLATES GRIP MT20 244/190 Weight: 78 Ib FT = 0% MvNryYl,re•d'111%I IIRSFSrllU9'j QILl Rbllr(01'all(N(IPCbr419-;IIUCb1ti'JUI'b•.I,r1/vppwMtd Mten.ntbm M.p ng1R0;db11u1ah1.1aY1111A•nt1lMlrrt st Mm mrw •mlablrl,rY Wbltonn lblttmbnrlhbltpbMnld If•Irn,M¢It l•PI,Sp>bpnalbrttaer 1111gtuatoeeral dimrtlltlbdgwgn,pnlbhM•I Mt ttl4 tqN bmhpWaM l ody.du MI M1lsp nt••PR pttglvimat."Men Anthony T. Tombo III, P.E. dtt OtisImb,a) gnYluptdlo;d O•te.40•nittorbdg••bWlgl,q„r,•6 Wta btlLbUldhbdl•11gIWdblpPA.Doeppihdalu;Ml1•uANlmt.•OA 4fIRutnp.YtnresulM•gJfYWnyrWUld --80083 0 WIl Mpe dbote•. VntteM•blOrdblpmttdpddmttlbt Mby byat•101q bbwwPMP*r 4lndAll•Irn•naI•pwtlpeau.lnlbiltbmpmvi•nvisas/b bm Mtq•.Imt Mup(gw dlmt W"u,wLtt 4451 St. Lucie Blvd. tle.lu lt6d lttf•tte graga•r,bshdMfi M„! NlnupupfgxnblCldlflah Mury,nbstlhtr•6yaeEq Mq Uutlnlb:uu,nWd •IPI FOIL Pierce, FL 34946 qylqY107116A•1led bnta•AnMryl.tomMIll. r.1. hinedwsros 91 ilis denotes, is soy lossis, is Atwines litimississifism A.) tool hissts - Whiny 1. lisidis Ill, Ff. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 D06F Half Hip 1 1 I A0197967 A. o....e T_ TC 0.75 Vert(LL) 0.06 7-8 Job Reference o tionap , nun: 8.120 s Nov 12 20117 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:56 2017 Page 1 ID•UumEBPzQXokuwJ2P5W?E2TyuP1 h-V?7HUhrwA7JbNBOMctuaBnkd4HT85ThE6B6"Pc9 1.0-12 6-114 13-14 1 12 1.0 12 6.114 6-2-0 3.8 4x4 = 3x4 = 3x6 II 4xe = 30 11 12 LOADING(psQ SPACING- 2 -"CSI. 503/0-2-12 (min. 0-1-8) DEFL. in loc) 1/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.06 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 VeA(CT) 0.12 7-8 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 6-7 999 240 Weight: 74 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 84-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 601/0-74 (min. 0-1-8) 5 = 503/0-2-12 (min. 0-1-8) Max Horz 8 = 134(LC 9) Max Uplift 8 = 136(LC 12) 5 = 142(LC 9) Max Grav 8 = 601 (LC 1) 5 = 503(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/330, 34=473/372, 4-6=467/407, 2-8=-538/471 BOT CHORD 7-8=480/301 WEBS 3-7=-174/284,4-7=411/519, 2-7=0/279 NOTES - 1) Wind: ASCE 7-10; Vul1=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=1 5111; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Ib uplift at joint 8 and 142 Ib uplift at joint 5. LOAD CASE(S) Standard hr,•Ileeu Mwdlr n•.b'IIIJOf nnsrsfYUlrt Qlilbl nlwtfpIDIIICglR1011j6I!1';IfOCt11MIRbiw 1011 YtyN nfdmlaht mbritAtpbuq(RA,dfr IMI] Irk41LbWmumwM ne nrnen.e"W°raA..1 tuldtom,1f1I 1111bndarllbbMnu. Ifebm kw In" pr.*Om1"W'sow/wglplpnMs uprelMpinYrgwlquy Wlp i.hlnpib uje lnulgMwblOp r.q PLI M14upnu¢m "'eq tr.Obnt WO47 Anthony T. Tomtm ill, PEdendblmtMglaLgnbiuptd4r144On.40.ni testaep•1 II IA pr,ytrba4hlLb4l dtM bdl Yy u11dIM11 M1gpnd4baldatdl nedb lm 4dg1 4lq aiq. blbOrandbnq Yll dnfl t4U1d b1+r1y htlzdflnm Unft4M blppdbprminrl pol n4rbMylgnmfd 7 tfr rnfl0llplh:b111 nId1Ybnr1 udf p drJae mlelbnNrnpemlWenlMn146nIA bmb x80063 plgo dlndtb.exw,nhs 4451 St. Lucie Blvd. A.t eCnelle6re/gdq.nygdl uttn4,N M1Ian bttpfep benYliJgkvp,nlnnsro igmnrertnbp IboeabNYnnrldalrml. eppipM07016A•I11ellnsus-Anloy1.IreGIn, RL7epd dioddnlaooem,io/ryfaanpolibiedrit6Mtherrittwpeeai]uwbeeA•1IcWbnxe•A116ar1.boksIII,p.l. Fort Pierce, Ft 34946 Job Truss Truss Type QN PN RYAN HOMES /SEAGATE V4 loc) Well Ud TCLL 20.0 AO197968 WRCSG4F91 DO7F Half Hip 1 1 999 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:41:57 2017 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1 h-zBhfhOrZxRRS?LzY9bPph?GrjhoLgs8NKrsCBMy6Pc8 r1-0-12 6.4-8 8114 13-11 "r4r12 1 64-8 + 2-6.12 4-2-0 0.3-8 3x4 = 3x4 = Dead Load Dell. = 1/18 in 20 II 40 = 4x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.06 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.14 7-8 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 6 We We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 7-8 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = 601/0-7-4 (min. 0-1-8) 6 = 503/0-2-12 (min. 0-1-8) Max Horz 9 = 165(LC 12) Max Uplift 9 = 136(LC 12) 6 = 138(LC 9) Max Grav 9 = 601(LC 1) 6 = 503(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-661/347, 2-9=-549/447 BOT CHORD 8-9=-442/244, 7-8=495/550 WEBS 3-7=-578/529, 2-8=-97/438 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=154; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate atloint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Its uplift at joint 9 and 138 Ib uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 75 Ib FT = 0% saq rglFn•a.n•IIICWnruaryultlllrwlxwunaotncnlollfsraryttucntrrtRt.mum wrean,dnrm,.mlM,tnpet.ytrto;e+rua.rl I.ratLm.awnwti,.t wnrar.Nwdaaln..ti ellrlumrtf lYfflMlrnmblrlDeMnU U tlrnr low lgnap1.*J*rper;b ue eel lArptsM a anpe:rear penureaparl"nyeWlgM h lnpe0r trA hmL7ml at.80o0.da AI. Ile Imp negm YetlgumeaLval" Anthony Tornbo 111, D.E. t : 80083 bpllghtpoallennrtIlallrnttlabt0ldbpra.tsel q hdtlMy Krarelerepmlmw(IorjpWrellyRnalxU rexeNolrpmdpia. MiWas NrnyrWlsrlalYnlLLnshgr.Om Mptepas ellMSYnlxra,dm 4451 St. Lucie Blvd. rOgid-JW :onnah 1,1111. Fort Pierce. FL 34946 eppipN07016AIledhtssts•Altbey1.loo0eIll, r.l. tepele0ieed4isimaem,eaylux,npolbBtl ilhmAtvrinnpewttiNhen A•Itell hnses-lately 1 bolo 10,r.1. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 E06 Common 1 1 A0197969 1.25 TC 0.36 Vert(LL) 0.02 8-9 Job Reference o tional r nw, 1-55c5. run rrc,ce, rL rr Q. 0eb.9"Wes r W55 c0m Run: 6.u0s Nov i2 zut r Print: 11.120 s Nov 12 2017 MITek Industries, Inc. Fri Dec 22 13:41:57 2017 Page 1 ID:UumEBPzQXokuwJ2P5W9E2TyuP1h-zBhfhOrZxRRS?LzY9bPph7Gu hgaq_ANKrsCBMy6Pc8 1-" 1-7-12 4-4-07-0-4 8 8-0 948.0 1 0 0 1-7-12 2-8-4 2.8 I 1-7-12 +1-" 2x4 = 500 12 11.50 II 3x4 = 1.5x4 11 LOADING (psf) SPACING -2 0 0 CSI. DEFL. in roc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 8-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 034 Vert(CT) 0.02 8-9 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.02 8-9 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = 407/0-3-8 (min. 0-1-8) 8 = 407/0-3-8 (min. 0-1-8) Max Horz 9 = 35(LC 13) Max Uplift 9 = 241(LC 8) 8 = 241 (LC 9) Max Grav 9 = 407(LC 1) 8 = 407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-336/378, 5.8=-336/378 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) r This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 241 lb uplift at joint 9 and 241 Ib uplift at joint 8. LOAD CASE(S) Standard a 20 = PLATES GRIP MT20 244/190 Weight: 32 Ib FT = 0% r•q-lhwbrq*IPit.b'el rip nissersluinfird4Ree 0101rnICri1111DxrC1!170WC01liWri'bw lsAi rtlpi•wtlm d,N s4nwt•slms Msp\nglll4}dY0Nwil lrtrRlLrA•nsf4aMn ws 44u On.,u sH,lablA.wy Wbl,o,•,iassMYnslbbillwk.yr Urinelrupigwepr.ycWllrpwM,roWwnnl,pom,amperrbprML,wlgwrrolnywullryYbinp ar•1,mhpWwOrlmw¢.wbAl tYlwpwu•pws4rqumwtuwlrn Anthony 111. D.E. wlru gLn/prgWlgh&,npniYlAbpmbe.wAftimlgs.6HU:gMywr,•tY,wYn b9lMCdbMlifgn4dlM1l.iNrlprW bMdw kenrY4fm drO lwfiyrn,p.n4L,CwwlYggtlrMbn>,Wlq :80083bwgMHsdbnweUlntsow • b 1011 nrbpxtusWpMtlnr slim ban tlgwmewtsihbw( pYblii nld W1-dimme le prwdplau. IM1IYLsbnspedl•rspY•n/4Lm hgw.hws M.p(gww wrlmrfJrfls,•,w11s 4451 St. Lucre Blvd. rte.er lerdlirfdvgrd gwY.sOgq iw:n tw8sl ilr l,wdsp[pwubrClblilglmp,wl:ntflm [qow dsi Mir, YsoYrN trnnwwl.nn Fat Diace, FL 349e6p( rpyigb07016AIhdIsntrt•bt11rgl.lrsbe01,PJ. trpub0iodd'nlnmm4io•qlr.,i,potibitedr'u1Mt11e-mines ItrmiW"boo Adtmllmur•Anbuy1.lmbIII, r.l. Job Truss Truss Type Qty 20.0 HOMES/ SEAGATE v4 1.25 TCDL 10.0 Lumber DOL 1.25 A0197970 WRCSG4F9 , E09 Hip Girder 1 PIY RYAN 1 Code FBC2017frP12014 380(LC 19) 9 = 380(LC 20) Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, designoaltruss.com Run: &izu s Nov 1Z zul r PMI: &izu s Nov 1z ieul / M[ I ex InUUSRIes, [n0. i -n Uec ez 1J:41:ov zul r e„A - 1 5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12 = 356/0-3-8 (min. 0-1-8) 9 = 356/0-3-8 (min. 0-1-8) Max Horz Vert(LL) 12 = 27(LC 35) Max Uplift BC 0.23 12 = 359(LC 4) 9 = 359(LC 5) Max Grav Horz(CT) 12 = 380(LC 19) 9 = 380(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/314, 3-4=-248/334, 4-19=-207/298, 5-19=-207/298, 5-6=-248/334, 6-7=-253/314 BOT CHORD 2-12=-273/267, 11-12=-272/263, 11-20=-279/268,10-20=-279/268, 9-10=-273/267,7-9=-273/267 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); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. CSI. DEFL. in (loc) 1/deg Ud TC 0.27 Vert(LL) 0.0310-11 999 240 BC 0.23 Vert(CT) 0.0310-11 999 180 WB 0.06 Horz(CT) 0.00 9 n/a n/a Matrix -MP 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-" 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 359 Ib uplift at joint 12 and 359 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)124 Ib down and 147 lb up at 3-0-0, and 39 Ib down and 47 Ib up at 44-0, and 124 Ib down and 147 Ib up at 5-8-0 on lop chord, and 101 Ib down and 118 Ib up at 3-0-0, and 21 Ib down and 45 lb up at 44-0, and 101 Ib down and 118 Ib up at 5-74 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 (plo Vert: 1-4=-60,4-5=-60, 5-8=-60,13-16=-20 Concentrated Loads (lb) Vert: 4=34(F) 5=34(F) 11=30(F) 10=30(F) 19=-11(F) 20=-17(F) PLATES GRIP MT20 244/190 Weight: 34 Ib FT = 0% lnly • IMo engy..•. n •u IJOt nntarllulrl ar;ut Haas I[4alxn[nlolq-slr,,ltun[rrlrr r. r„y wle r•n•rn d.! wl. nib./ br.glRo!d r ul.l1 l.ba [ t lbm wnlr.,., Ih n •M.ru wr. a 111,.1 Did uvrbr st I Wlbndnn171b.,N sir wl Mfiplq.apr.lrr d[6pwa;er ulwnlMigam s.ulrrxr WM>r A+'y' VIb41np Yt¢Imf epmlwOr l00w¢.wb Rl, l Iewp nuquf Wgrdori valll Anthony T. Tombo 111, V.E. A!(spypillil dW01611.flu.IW4ybnrulw AdydegNWAori-motlgop6WlyAop•,•6iwn0sina[.YKdblwlWntubd114lrytr.t/b IndMW",dl*1_1yVftWers.bmEO.dbayJiiisas .d4!d x80083 deltdyrnpdobo.e. armsloM•nloolndJdmdhrestnrbdylquufbgb's ri gpb I4P1dxllnrdre.dire.WPJ e.lnl61.9bmp-iandAef/LLn1Ayr,hn/Mp[ga.dIm,baben,0% 4451 St. Lucie Blvd. r1amaWitmoI.Iddolal. Fort Pierce, FL 34946 0fIIAA•Itedhessrs•Aotlosy1.lemislll,r.l. tepnbdessdIll$d.omeo,oorbass, isploli6nedrAgo The wianpemrttiodhim A•1tool 6onet•bAodrl.losibIll, ri. Job Truss Truss Type aty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 E10 Common 1 1 A0197971 1.25 TC 0.38 Vert(LL) 0.03 9-10 Job Reference (optional) , All Root Trusses, Fort Pierce, FL 34946, design@altNSs.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:41:59 2017 3x4 = 5.00 12 Lx' II 1.50 II ZX1 II LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 9-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 9-10 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.02 9-10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No -2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6A-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. (Ib/size) 10 = 392/0-3-8 (min. 0-1-8) 9 = 413/0-3-8 (min. 0-1-8) Max Horz 10 = 69(LC 10) Max Uplift 10 = 143(LC 8) 9 = 153(LC 9) Max Grav 10 = 392(LC 1) 9 = 413(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-300/447, 5-9=-304/449 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=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 143 Ib uplift at joint 10 and 153 Ib uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 39 Ib FT = 0% fei11bu0 ron M.2.1Ir,10111y61'YUU'I QrfLLl lltllf fOglliH(If1DYl'RT!r; l(II[rllrJlli be lttl ity l tdntdrt/dn Mhm A+{tangllPGjdr Wil lra4ri td mianlb•.to aln, dln.w ddrwa ftaol d114te,trr+>tftMbrWbOt 171bMti11,61Msense [q.4 In led owl llrtgnmt upmis its ntldurw•br.,ymWdll M Y lnpdo, s* bin d,pW wo lr6m¢. ma, Al lbinpnino .bigtmdmtLW*" Anthony Tombo 111, D.E. I d.w Olin bnlMq W64 is b.nyw,hN d4 p.a.bp.so".0bd tp r6 W6q M pn,htfm do1K40.'doM111 rnadlFl MytnddYlrldm Wl.x dhlmtdty ldlry m4.bfh0erdY faramr nym 4nd oaugat{afdl/a.A. Omit f w d.lrbme o p w,d ftdo. Wyl•gnmf4y bNnwp"it*M4 OdllU n,d ndY pndpdwo, all eawf bmntilan dean diet bora bnfr.l ? 80083 As.ht Wlll.(d'Idgd gwm.mrgdll..f fwd.4 hl u auplpmb10I1 lid a ' Tn• papm dlmf of Mm,mSn 4451 St. Lurie 3494Hap.lwuSlq hp.rodgl.la Otwdd•,drnnnldmlminl. Fort Pierce, FL 349d6 ypir1101110A•Itell anul•Aglitter lTombs IN, lf rrp61 oi 6dlbtl mot 4ien lad.itpoalihlrit6enllenibwrermissiwh6ol•Ikdhmtt•bdarl,lwl6lll,r.l. Cob Truss Truss Type Qty DEFL. HOMES /SEAGATE V4WRCSG4F9s loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL A0197972 TC 0.31 E11 Common 1 PIY,RYAN 360 MT20 244/190 P Lumber DOL 1.25 BC 0.24 Vert(CT) Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Fri Dec 22 1341:59 2017 Page 1 ID-IhohHggcR5jfhi7ZLg 11oUyiKGA-vapO6itpT2hAEf7xHORHmOMEBVXY1tXgo8LJFFy6Pc6 4-3-4 7-3.4 , 8 or8 , 4-3-4 3.0.0 t 1 5XJ 30 = 5.00 12 11 1.50 II `.. LOADING (psf) SPACING- 2-0411 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.06 7-8 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.01 7-8 999 240 Weight: 35 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 321/0-3-8 (min.0-1-8) 7 = 339/0-3-8 (min. 0-1-8) Max Horz 8 = 68(LC 11) Max Uplift 8 = 86(LC 8) 7 = 95(LC 9) Max Grav 8 = 321 (LC 1) 7 = 339(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/404, 4-7=-264/397 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 Ib uplift at joint 8 and 95 Ib uplift at joint 7. LOAD CASE(S) Standard cdq Phu #..Awo.n91n1 0mrsluirl Q@IxutAsr(017111CKGSIpY'KTT;1ffeCn[WIII'Ar, 1"4 hop ptp AngllpP•sb40 I I InbR 11. lArur A,n Nnoo WISMrN tlW M To.) Y11Nnourm psn ulloeWlon lnok "Id all bol Frp fop 01.sµiOr Fr r;nsoon myMI.Purr, oruMo do pol,urdq Mq,1y rsof b, of kpdn,.* Un, 07M to n In o*. eIIN. h lnroogroo.hmq,m11s„olmy Anthony T. TombO ill, D.E. dlydm11ms1ugMUghhrt, pldMdbAm.he.ai,mrnNyefn[r NWq b pr,.pl,woadl.p.L6Id01W1.Yq,N1dIM11.Mq.rWdm,Inul s; kUlxAWlm dfgl lgnnp.broDW Ikrq ll kol,n WU!d x80083 awygk, snall W. +orst sow. rindn„msmerhm,Nnkuq(.rmtagrnw.DalldwNglndwlnnnnma lraw.l m1mti1>11g1..Iran.lrsneubn,a re.bn/rel lgw.lro,erndrwr,m 4451 St Lucie Blvd. dr. hl ldsNlteDsld qlN rr.ogll dlrrn nlhq Ik lou Fur lqum oeCll, W1.pr,vpr,o hms141s f>p u dot N q mmiJaNh o rlrldaool111. Fort Dlerce, FL 34946 sppipb0f116Adtolbesses• b4oy1.lom6oIll, rt terdoofool11ildomwro,inolloaispo6d'ddriDMDevlinnFeminine boo A.)holIsom -A.A.eylbmloIll, rl I Job Truss Truss Type Ob' Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 HJ3 Diagonal Hip Girder 2 1 A01979 3 1.25 TC 0.49 Vert(LL) 0.01 5-6 Job Reference (optional) 1 rcvol 1 Fusses, Fon Fierce, rL 34946, deslgn@a ai wss.com Run: 8.120 s Nov 12 2017 Print; 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:00 2017 Page 1 ID.agpjYE3xuPBoBiIH6PrSYazz2of-NmNoK2uREMp1 soi7rjzWJduMCupE 1 LigOd4lohy6Pc5 1 -1-5-0 + 2-0-6 I 4-2-3 1 5 0 2.0.6 2-1-13 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.01 5-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.01 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 5-6 999 240 Weight: 16 Its FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 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 ouide. REACTIONS. (Ib/size) 4 = 35/Mechanical 5 = 74/Mechanical 6 = 530/04-15 (min. 0-1-8) Max Horz 6 = 79(LC 4) Max Uplift 4 = 35(LC 1) 5 = 74(LC 1) 6 = 386(LC 4) Max Grav 4 = 33(LC 4) 5 = 52(LC 4) 6 = 530(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-302/207 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vesd=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; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 74 Ib uplift at joint 5 and 386 Ib uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 Its down and 7 lb up at 14-9, and 49 Ib down and 7 Ib up at 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 5-7=-20 Concentrated Loads (Ib) Vert: 10=-7(F=-3, B=-3) W.V11 M1uJrwlYlru.Iropsw.,w"rm,.r-IIw Wb--IpmdwArms l l.wamrl .rarSIM W-ese Wsed .Nea.mm,.v 61111P.11n1'O1n01,M101*1391sknb1111 int Ipllpm0l.11ndq tnewseM1nl Pq mlpnMfs.upw dmpdndewaimigmprolrq M W hlpda%doim1 hPMaft iw.*.ad. mi. M14.p nrnpin brJllOmlltvWly Anthony T. Tonlbo 111, P E. I dlxd nlm/MPIMII:gMM1mpWih!dtrO.n.M1o.titlmndgd.M1ldbgkgM,.6lwnndM10Ld10ldhMl.1i11d1dIFl.M1q 1NdM1111ds.Odlmdblmt.tlygbYilu.gl.YlnnwdMgJ>bM.InyPcllnd v80083d11n1.1Md1tnhC.b 1GP.1161".1.weelteFm11PIpd11u1dim bdbglg11SSeim ft$.I.PMPal MIW4W1o11dnndlpndPJMMI&b111,0P.1011mi""VftImk Im w.e1p'' trtqNrr.1`r." b•'+ 4451 St. Lucie Blvd. mlauNurllroragldgP..,mggapl:,lnln4 dr.0flop tgmnn/olrlw.lulp.,nimsrostgoMeve wq IFa Mnn.lwldademl Forl Dlerce, FL 349a6 ghilb 01DI1 A l ["I bnul • WWI,l lmb.11l, P.I. 1Fpld.dio. d 161 11140090,u.q INC, is plobibBd.ilbM IbF -1i"99 pelmisun bell A-1 ted bosses • bAnr 1. bhlc N, 1`1 yob Truss Truss Type Qty DEFL. HOMES/ SEAGATE v4WRCSG4F9e loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL A0197974 TC 0.74 HJSF Diagonal Hip Girder 1I PIY,[AN 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:42:012017 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-rzwAXOv3?fxuUyHJOQUIrtRT3I82movzFSgQK8y6Pc4 1-5 0 , 7.0.2 r 1-5-0 7.0.2 3x3 II 7-0-2 1' Dead Load Dell. = 1/8 in N Y t-! LOADING (psf)SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.10 4-5 820 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.20 4-5 399 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Wind(LL) 0.07 4-5 999 240 Weight: 25 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS' 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 317/0-10-15 min. 0-1-8) 3 = 174/Mechanical 4 = 75/Mechanical Max Horz 3 = 103(LC 23) Max Uplift 5 = 238(LC 4) 3 = 87(LC 8) Max Grav 5 = 317(LC 1) 3 = 174(LC 1) 4 = 124(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/274 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph: TCDL=S.Opsf BCDL=5.0psf; h=15ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 238 Ib uplift at joint 5 and 87 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 Ib down and 111 Ib up at 1-4-9, 88 Ib down and 111 Ib up at 14-9, and 25 Ib down and 22 Ib up at 4-2-8, and 25 Ib down and 22 Ib up at 4-2-8 on top chord, and 13 Ib down and 10 Ib up at 14-9,13 Ib down and 10 Ib up at 14-9, and 13 Ib down at 4-2-8, and 13 Ib down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=73(F=37, S=37) 9=-2(F=-1, B=-1) x.y rrve.y,,... n •e i rxl n![W fnulrl arul nW uprxnos[n[pbr'rnr, uu[na:wr br, rw, wp pn0n d nr stn sa,m ksp h..gtna; d r urn. [rua r 1. wm fhnw„M. aar rbn.,u wr.a M.r.1 nrdm rmrarrnrwnnobMmartrwrrmp[grspr.SrrmrtgrMmwMn>agru+omrarrdra>'dA++rry rbarnp auprmn[nrrum[ro.ry,.a[hrn.bpmn[ronwgm.a+.erar Anthony T.TomboIII, D.E. dru4Mrmrswldlulhbn,p,hsa!dbe.m.Me.si,mrydnsr610.ghnp,,.brnwbnAo,®,LKeel Mbol e0nobdMI. 280083 Wt"noosipossil wil dns low. lemests r.musd room, 46r Wool (now $dsl W.es limp"J" ad Sne n,s.nrs prior p4l. 4451 St. Lucie Blvd Avdu ldue lrefrtr qd gs..,mph•p,nb,4,d hind hnpl.P., h/Ci Y Wily hsry.,n t,ns SIN. bm, dsr WOO dooitlaNb:anw M.rbinl Fat Pierce, FL 30946 fopriph0701{A•Ilo.lhoxrs•Aoiloopl Iombolltp.l. hp,oJ.4ioorAir Jaaeer,iofly raislodibiteJriibeinAt-lines pnsissieohow l•lloolhoists •bAdy1.lootoill,p.l. Job ss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 HJ6F Diagonal Hip Girder 2 1 AO197975 1.25 TC 0.44 Vert(LL) 0.02 6-7 Job Reference (optional) Al Roo( I ruSseS, Fort Pierce, FL 34946, design@a1 Wss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:01 2017 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-rnvAXOv3?hcuUyHJOQUIrtRYjIAKmmzzFSgIUK8y6Pc4 1-5-04-1-10 8-5-1 T-31—+ 4-1-10 4-3-8 30 = LOADING (psf) SPACING- 2 -"CSI. 157/Mechanical DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.05 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 6-7 999 240 Weight: 44 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 391/0-10-15 (min, 0-1-8) 4 = 157/Mechanical 5 = 263/Mechanical Max Horz 8 = 116(LC 5) Max Uplift 8 = 207(LC 4) 4 = 62(LC 4) 5 = 57(LC 8) Max Grav 8 = 391(LC 1) 4 = 157(LC 1) 5 = 263(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-366/211, 2-9=411/87, 3-9=-371/82 BOT CHORD 7-12=-160/378,6-12=-160/378 WEBS 2-7=-46/392, 3-6=-434/183 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 Ib uplift at joint 8,62 lb uplift at joint 4 and 57 Ib uplift at joint S. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 111 Ib up at 1-3-7, 89 Ib down and 111 Ib up at 1-3-8, 25 Ib down and 22 Ib up at 4-1-7, 25 Ib down and 22 Ib up at 4-1-7, and 54 Ib down and 54 Ib up at 6-11-6, and 54 Ib down and 54 Ib up at 6-11-6 on top chord, and 13 Ib down and 10 Ib up at 1-3-7, 13 Ib down and 10 Ib up at 1-3-8,13 Ib down at 4-1-7, 13 Ib down at 4-1-7, and 33 Ib down at 6-11-6, and 33 Ib down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-2(F=-1, B=-1) 9=73(F=37, B=37) 10=-82(F=-41, B=41) 12=49(F=-24, B=-24) r.ty nen e.,,rw n . it , I lmr nasaruwn arul nrlo r cmabcnrnlolirin r ,c[Gurr rc It* hope lemon rnrem oral brit or>p bnylrto r w,kwn I.ra r l r1en,,Mies, m un, rlMnvm,lY,ttMr,lmbtrrr w.,,rlmtrilr.pr.sloarbp,nuu+rrr,hrum.o>tidrrrr,i.+t+*rtw.,derrrdrtt rdabntinM«r,rr W.r.i+l. lr,wpnuermirqum>,drq T. Tombo III, D.E. r.udatilr,r,o wmrbb,uwam deo.r.ro..,meldrAi.dr.w u,gn,..e,,,m.dirm ararabdr vA,rrrn,l ThlimiddrIN1WIbili,,,drina.rryW114 r.bmwdhim, ,mrrnrrau,ld Anthony a 8008341dta1ktpndbard. U r tdr • d abd6 panrtrpddm d W ktlnl(ym 1dq htnm pry11dINN liIII r illin,d.w0• eo.wwrllrysrdq 19n.,gyilnnndrihlnnktp[n bi61r pmdp" IdIntod, rtwntlrmandMn/Lbntkq.hntkip[ynedlmtrMins 4451 St. Lucie Blvd. e rdysyk,ge,,,b,ufycr6'd 1 ey Uoarradram rdrrini. Fat Plerce. FL 34946 opyiipEi01DI1A•1ledhrssrs•Anhogl.lom6olll.r.l. trptolouinofltisioional,,00011 o,isp,ohlddriiloAden,nnpaolistinhowA•Itoolbatts•Ao16ny1.Into111,Gl. Job Truss Truss Type Qty PlyRYAN HOMES / SEAGATE V4 loc) I/deft Ud TCLL 20.0 A0197976 WRCSG4F9, 1 HJ7F Diagonal Hip Girder 1 1 999 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:42:02 2017 Page 1 ID: UumEBPzOXokuwJ2P5W?E2TyuP1 h-J9UYlkvhmz3156rVy8?_O2_ijiVIVBH6U6Zzsay6Pc3 1-6-1 4-1 D-8 9-9-0 1 4-1 D-8 + 4-10-8 1.5x4 II ° XO = 3x4 = LOADING (psf) SPACING -2 0 0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.03 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.08 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.31 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.02 6-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 463/0-9-14 (min. 0-1-8) 4 = 146/Mechanical 5 = 313/Mechanical Max Horz 8 = 132(LC 22) Max Uplift 8 = 224(LC 4) 4 = 70(LC 4) 5 = 67(LC 8) Max Grav 8 = 463(LC 1) 4 = 146(LC 1) 5 = 313(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=430/229, 2-9=-540/95, 9-10=-494/84, 3-10=489/92 BOT CHORD 7-14=-178/501, 6-14=-178/501 WEBS 2-7=-25/530, 3-6=-571/203 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed : end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 8, 70 Ib uplift at joint 4 and 67 Ib uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 Ib down and 111 Ib up at 1-3-7, 89 Ib down and 111 Ib up at 1-3-7, 25 Ib down and 22 Ib up at 4-1-6, 25 Ib down and 22 Ib up at 4-1-7, and 54 Ib down and 54 Ib up at 6-11-5, and 54 Ib down and 54 Ib up at 6-11-6 on top chord, and 13 Ib down and 10 Ib up at 1-3-7, 13 Ib down and 10 Ib up at 1-3-7, 13 Ib down at 4-1-6, 13 Ib down at 4-1-7, and 33 Ib down at 6-11-5, and 33 Ib down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber I4rease=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 24=-60, 5-8=-20 Concentrated Loads (lb) i Vert: 9=73(F=37, B=37) 11=-82(F=-41, B=-41) 13=-2(F=-1, B=-1) 14=49(F=-24, B=-24) PLATES GRIP MT20 244/190 Weight: 51 Ib FT = 0% A! sway • Ilnu srglt} srm b'I I nbt 0lSW ('Slllll's Ardil001Sl101alxq US19bl-Cr!1'j lfUCr(KSWi dr, bd, bap pssdmd M aln mmslms hp bng1110; d b Idol] Irbbt I l MVW1 UWW"ws Mss d -w sad w b TWO n1,Y,ww0lbtmmbwdbYl7ibb i1 brbwshaprsPmaPs.S1Gulrhpa)mmdwolailgnmsmmopcsdbrdnmdq.ss+ynymWbrbbms sdbsapI $hladmb]lbml'Wo1 1 sbvpmmspsw.bdalsmowtV"" Anthony T. Tombo 111, P E. adsmdkslmsbol W6gb0impWY;/hAm.MO.>tisrs4drpabbdly 0wp'.ahiwnabel.b OldMbd lrYslsW dlR]. Mytrwldb IN. W. l llmdMlmt\idalkoiyaigr.r,Y rdbwq"MbrmrAbld V 80083 b lalyl,tpddfls:sna to ptsam1ab10CdblbYsml pdmradb bggfyrmlda]WwrrOlY!rMNdt]Pld Wlnrdagdra ped pJam Ml wlws eti ign Mim ml Mw/ b]ms kwlms lisp Eq -ad lms rMam,wbn 4451 St. Lucie Blvd. do. ula,dlllua,egrd wa.mygrlrwtidd lb]muteIV.abour bta,lbsgw,a]mssloshlemrpwy uoulyd unwm,dalnl. Fat Pierce, FL 34946 1bsO NN 1.Iambs01, P.I. hs/hmiu dl lis bmmm is of lmgd 0llad mlWPIrP1p 4 lltalinnrnmitsinbamA•Itool hnut-AeAoerl.laltolll,P.l. Job Truss Truss Type Qb PN RYAN HOMES / SEAGATE v4 WRCSG4F9 HJ7FP Diagonal Hip Girder 1 1 r AO197977 1.25 TC 0.49 Vert(LL) 0.07 6-7 Job Reference (optional) Usxs.w„ .=.vQ, . a .rw, veoiyn uta nrrrss.unn Run: a. 20 s Nov Q 2111 r Print: 6620 s Nov 12 2oi 7 MITek Industries, Inc. Fri Dec 22 13:42:03 2017 Page 1 ID:UumEBPzQXokuwJ2P5W9E2TyuPth-oL2wy4wJXHCcjGQiWANDxGWIS6r EeXGjmdXPOy6Pc2 1-6-1 4-10-8 9-9-0 1$-1 4-10-8 4-10.8 1.5x4 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.08 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 51 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 463/0-9-14 (min. 0-1-8) 4 = 146/Mechanical 5 = 313/Mechanical Max Horz 8 = 132(LC 4) Max Uplift 8 = 401(LC 4) 4 = 71(LC 4) 5 = 260(LC 4) Max Grav 8 = 463(LC 1) 4 = 146(LC 1) 5 = 313(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-430/355, 2-9=-540/354, 9-10=494/344, 3-10=-489/338 BOT CHORD 7-14=-409/501, 6-14=409/501 WEBS 2-7=-245/530, 3-6=-571/465 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 Ib uplift at joint 8, 71 Ib uplift at joint 4 and 260 Ib uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 Ib down and 111 Ib up at 1-3-7, 78 lb down and 111 Ib up at 1-3-7, 38 Ib down and 55 lb up at 4-1-7, 38 Ib down and 55 Ib up at 4-1-6, and 54 Ib down and 54 Ib up at 6-11-6, and 54 Ib down and 54 Ib up at 6-11-5 on top chord, and 49 Ib down and 27 lb up at 1-3-7, 49 Ib down and 27 Ib up at 1-3-7, 16 Ib down and 53 Ib up at 4-1-7, 16 Ib down and 53 Ib up at 4-1-6, and 34 lb down and 72 Ib up at 6-11-0, and 34 Ib down and 72 Ib up at 6-11-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-8=-20 Concentrated Loads (Ib) Vert: 9=73(F=37, B=37) 11=-82(F=-41, B=41) 13=-2(F=-1, B=-1) 14=49(F=-24, B=-24) C R-Pbn111wwr10r Ono llrml nnsorsrtlU'1aaul rtua uaa0LNm10lrrsr?I'J ucurllYilrr be b,ryrd I.ndndmlwtnwbrum, M.pawglrtP,erardi.n I Marl th.1SkWWnn1 bb»d-ft and w0rlv.w'r Ylld-:wrl»Wl burr. bn0bb.o1 rnbwr 0ntp lgwlwpr,SpXJ/6pr,b WwglMlgbrtltswbpodbpdnud q.w:binywWdry6binpdbt.yr inn Mniwan0wp.ddlml 160wpnf-gnwf.blqumwLfddlt Zt rwrd631.1W.iwrybanrp,rmldaa.w.bo.wawa,wgs.ahail w,..anmadslrtbc.WtoWNr,ylrrdnu.>N4rwbdarwdw;610.1rda(wrL.dyt.rgnq.bariawabwyddran d thonyT. 80083 tt,D.E. drrdi.tl.1pwdbow. 0.11 low.b100dapMfdpddandos"(a w w"ttY,tmw OfjpWIdHS11o1fWwndwnOfpndpLm nllb nbrtyrni/andMndLImsh bwr St. 80083I6lwuhuplgwb101br(bl6upw,w inn Sim 6pwndelwdy UmldrNbnnwbtdbnll° p' 6rplgw. drlmr 6.b.Mw,w:m 4451 erc tucle Blvd. Fort Pierce, FL 349e6 Gppip6t0701{AdRoof bptut•Antony l.lom6.Ill, /.L tep.lydw.drlirbmb:m,ioany Mairpo6{ddwiderlSir rrinapamistinhow A•Itod)raises -litany 1.lwt.10,.1. fob Truss Truss Type Oty 3-0-0 HOMES /SEAGATE V4 Max Horz 2 = LOADING(psf) SPACING- A0197978 WRCSG4F9A• J3 Jack -Open 3 1PIYIRYAN 1 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Job Reference (optional) Al Roof Trusses. Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:04 2017 Page 1 ID: IhohHggcR5jlhi7ZLg I loUyiKGA-GYcJ9QxylaKTLQ?u4Z 1 STT37Z WGDz91PxQ24xSy6Pcl M3-0-0 3.0-0 2114 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 3-0-0 37/Mechanical Max Horz 2 = LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/def) Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 11 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31 (LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=1511; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 Ib uplift at joint 3, 103 Ib uplift at joint 2 and 31 Ib uplift at joint 4. LOAD CASE(S) Standard sedq•IImr 61rg11t+M•h'lllxt lUSx minus2ut Re1SlIDI7m[»flllJMt-IfT!r;1lU[MiJlll'bw4;11 Yv Nntln+drtd tln ntLm Msp \uglRO;dMlA 11.IsLRrl 6hm Lww"ess A+u+arr.d ma. 160'se, UJIM-MIV's +MlrnNtrt bnleMnW brLwt Mlp lrpre(Ir,4p.idry lrpn;mudeel lMlt mdt enrpo dm pb+ddrq uilmp•ulY 1stim"dbtgA loss Mndebl O WPM Anthony T. Torrltxl ill, D E I drssdlis+lm+mgiAnklen+psi:rldmo.n.berr+roritdrpinbWegFupn,•blwrddmm.mmstills tKoWs9tdrdmi. iMqprrddblrldo;WnrdIs, lmt.drOgMlgmgr.miss" dYrtqdsDYft""tu!d .780083 Is laspMpid4erM.nldWAnId—dA.lmdrLn. mi buss brrtlsaft's dMenYm6ms Mur.l•m"bpoe dimsdodoal"..Au 4451 St. Lucie Blvd. sft rWWInlrtroep"I". by a mnmdntllr lmstrvrequm b lelbl4q pvpe,nl nt Slootgomdsl MAq WmtraN knnnldplbnll Fort Pierce, FL 34946 ophipU0MI, 41Iodhotste•Aotloorl.lombsM,r1. hptdodi000fAir Aooneld,issly INgisp+olibidrlAenSewrissFtentiwbee A•Ibdhnses-uAwrl.lots 10,r.1. Job Truss Truss Type Qty PN RYAN HOMES / SEAGATE V4 WRCSG4F9 1J5F Jack -Open 5 1 A01979,79 5 = 108(LC 12) 3 = 46(LC 12) Max Grav Job Reference (optional) , Al Roof Trusses, Fort Pierce, FL 34946, deslgn@al Wss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:42:04 2017 Page 1 ID•IhohHggcR5jfhi7ZLg11oUyiKGA-GYcJ9QxylaKTLQ?u4Z1ST7331 WFbz9fPxQ24xSy6Pc1 I -1-0-12 4-11-4 1-0 12 4-11-4 r LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 271/0-74 (min. 0-1-8) 3 = t 4-11-4 4-11.4 53/Mechanical Max Horz 3 = Plate Offsets (X,Y) - 5:0-2-8,0-1-8) 5 = 108(LC 12) 3 = 46(LC 12) Max Grav LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) 0.05 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.02 4-5 999 240 Weight: 18 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 271/0-74 (min. 0-1-8) 3 = 127/Mechanical 4 = 53/Mechanical Max Horz 3 = 106(LC 9) Max Uplift 5 = 108(LC 12) 3 = 46(LC 12) Max Grav 5 = 271(LC 1) 3 = 127(LC 1) 4 = 90(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-246/412 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 Exierior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 Ib uplift at joint 5 and 46 Ib uplift at joint 3. LOAD CASE(S) Standard sats•rbw rttglhtt a.b a iwl nnsa fuuulanw ltlwuoralrcnmlolll rrrmuue> uvat rR lw,r yromod rutt.t.tu trtt•..ypw d u.il l.bart m.t.twnM„at mttdw.wo d.aln..y dlblttwatiYftrmratlablDbb.loth"skip ltpapt.ytwrE.0.1emvdttn urtwtompuor0pdnorqw+qmra,MmtrdbMda,gilt.n6Woft TOair.,altilIbrwpattyma.btigma.L,aruC Anthony T.Tombo111,DEdtudW6ttMalhWgbbtuptddoolloNw.MOmittrotlyomorls ghrpu,abtttbbdbm.40(dbbdl lslbhal91 nointi ldbtNotwklltbdbtltnLadtOybtOryatgt.bodeadb gtld1ltbrn>esub.d 080083MhlarbtpbdltettatdenwiseYlndbpmtsdpo*m dib bdy(typtd1dn1 utass, Kill prittbl11 Oldlxl attdaad's Priori plat alaLsbttywllmsdeeudLbat MssPra,Lm Msp(gmdlmt b tntt,ant nm.wltadll•1.d,atPrttlytt. "4.0Wnb.dtt>Ibe.ttaupttp.,IsINb1N 9lagw'Wss$10a dbldu>, d,d,drau.tlddbml 445t ercSt. Lucre 3494Fortpierce, FL 34946 biumhoics of Ah imorota is soy Imm, is indibilml Q1101 lit wlifftl FtImisSits how A-1 UW hosses - Imbsoy 1. limb 111, U. rob Truss Truss Type Qty DEFL. HOMES /SEAGATE V4 roc) I/deo Ud TCLL 20.0 A0197980 WRCSGIIF9 J6F Jack -Open 5 PIYIRYAN 1 999 360 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:42:04 2017 Page 1 ID:UumEBPzOXokuwJ2P5W7E2TyuP1 h-GYcJ9QxylaKTLQ?u4Z1 STT304 WDaz9fPxQ24xSy6Pc1 1.0-12 , 5-11-4 , 1.0 12 5.11.4 3x4 II LOADING (psf)SPACING- 309/0-7-4 (min. 0-1-8) 2-M CSI. DEFL. in roc) I/deo Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.11 4-5 606 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.05 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-114 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 309/0-7-4 (min. 0-1-8) 3 = 155/Mechanical 4 = 66/Mechanical Max Horz 3 = 119(LC 9) Max Uplift 5 = 123(LC 12) 3 = 56(LC 12) Max Grav 5 = 309(LC 1) 3 = 155(LC 1) 4 = 109(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/456, 2-3=-156/265 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. Il; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed : end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-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 123 Ib uplift at joint 5 and 56 Ib uplift at joint 3. LOAD CASE(S) Standard Dead Load Deft. = 1116 In a PLATES GRIP MT20 244/190 Weight: 22 Ib FT = 0% rq roev mmllFn neh'elntf lnis6(Sftllrl Qr•.111 RtlelrDlalltN1810111'[T.T,llUtrtfli flei Ye. Iulr ivppsrnfdml Wtbb, Lnrinp Yn 111r1dY lhl l IrblM Ift..%nMnrn bin,drnu 01"I"N.WI I lutdae.,lemeefre.rl.rtabbror beimsbapttnxpr.SpAbliu;mwwslls,gwpoYtmsn,enav rrq nrolm 0914*Nrop+r/.,Ims69M.mUllfl, rsnrl Ibarupalw'AW"loom,wbls1 Andlony T. Tomb* III, D.E dn,drnim,NgMl4ghb tyrfdi/hAro.MO•nie,evbdgsubWoglegw,,.hiopa,IbOl.bCdOebdhdlsa WdlM.1,'ml/hlpldeROJlrxdMlm•dM Idirym,p.YO Etrd e[gJ>tibW upeOU!•I x80083 ml.l.lbep dleaee..One,do.mllodmpm liedPa edmbeoglrpmis"kh WPS016bM4MrAW1wd.wul.podpWm Till $4.111-4.iWedod.edmLmbvp.lm,Mplep *1ImebOK ..,Ws 4451 St. Lucie Blvd. ele.m edvdge6nv qed 9=•+117 e9 pin Meorlb, lnubuplep.vb/plmldlal bup.,.lnee Sro.Eep.dgndy IDmttme Mennrldnl61111, Fat Pierce. FL 34946 toppipb011NAIlost b.ue•Aulooyl Lmbosll.r.l. pep•boiooddis4MMm,iffly Wei, itpolililed.ibMlltrnnnptmitdn6oaA•It oSlnfto-btEooy1.b.to111,G. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 WRCSG4F9 PF Jack -Open 12 1 A0197981 I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.09 om Run: B.i20 s Nov Q tui r Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:06 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-Cwk3a5yCpBaBak9HB_4wYuBJKJraR38iPkXB?Ly6Pc? 1-0-12 , 6-11-4 1.0.12 ' 6.11-4 6.11.0 6-16-1-14 1^ bead Load Dell. = 1/6 in g a o Plate Offsets (X,Y)- 2:0.2-0,0-1-12),[5:0-3-0,0-1-4) 3 = 184/Mechanical 4 = 79/Mechanical Max Horz LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.09 4-5 850 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 4-5 373 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.12 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.10 4-5 798 240 Weight: 25 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 348/0-7-4 (min. 0-1-8) 3 = 184/Mechanical 4 = 79/Mechanical Max Horz 3 = 133(LC 9) Max Uplift 5 = 138(LC 12) 3 = 66(LC 12) Max Grav 5 = 348(LC 1) 3 = 184(LC 1) 4 = 128(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-5=-296/490, 2-3=-163/280 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 138 Ib uplift at joint 5 and 66 Ib uplift at joint 3. LOAD CASE(S) Standard cdq•Ibq tl.r,dlr rp[rM1'1I g01111fS11rSIllfrtalNilRWi(017111GSf111DI1j IRD?1lUCTlMIRrt,6,y tlJ prKnfdMtln. M1rLnr M.pinrllllO;drlhrI lrMRlLdrarSlWW-nr Wid-wOntaIle fi.W1 Ibldnoubil'snrMY.ulrb lxlb.dl lie Im rdp lrp.Opr.Sludylop reou ud..a 11["r utlt• qap ndb pd.O.d.Pq:"gnq.Wrl 101 she hWdb No Inn l.Od.Or llO.p. rrl. Rl rM pnngn.i bdgrmwt vrdq I dr.dNlmfYgl.NgbrrnpOldl;db0.n rtl.nir"k+cMrppbl.UqM"p.,.b".a.dM1el4 dbkdl rq"rkdlM1l ikpr"ddbaldnkllrxdbinwd"6 Idlgo:gr.bYdkegdb.q"Idlkrny.Utqd Md1(d1r vT. 80083Torrititil, D.E. rtWlhtp"d(rn.b U.a[lo.".rIOO.lbpbordpddw .101 W"lgnml0yk'.WW*pWik111Rdy11nrdOnOLpeOpLu.1KInl.rbnyrsilsnMOm01bbmaige.LmMtpFgaonl4ntd.b:w0,1n x 80083 d[wlsa lid lief" god q.o wMes lid prtnwd,q lk lnu kdp[r wr"b1Wr1[iq MuP.,.Inullflsbgsedurr"dy ua[edadrn.rnitnl.mL 4151 Sl. Lucie Blvd. Fort Pierce. FL 34946 Gni11107GIIA•IGo1M1s1n•A.IIo.rLLn6r10,1.1. tep.l[tl"otlllitiOtoarm,iOOglan,itpOLilBdr'"dcddt+linnpmm uw6rol•Ik016nurA.AwyLbao011Lr.l. Job Truss Truss Type City 4 = HOMES / SEAGATE V4 Max Horz 3 = LOADING (psf) SPACING- A0197982 WRCSG4F9 • J7FP Jack -Open 2 PtyANRY 1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:06 2017 Page 1 ID:UumEBPzOXokuwJ2P5W?E2TyuP1h-Cwk3a5yCpBaBak9HB_4wyu8HMJsAR38iPkXB?Ly6Pe? 1-0-12 , 6- 111-4 , 1-0-12 6-114 - 4x6 II 6-114 6.114 rlDead Load Dell. = 1/8 in a a9 Plate Offsets (X,Y)— 12:0-2-0,0-1-41 3 = 182/Mechanical 4 = 81/Mechanical Max Horz 3 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/def) Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.32 4-5 249 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.27 4-5 297 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.19 5 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MR Weight: 25 Ib FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 = 348/0-74 (min. 0-1-8) 3 = 182/Mechanical 4 = 81/Mechanical Max Horz 3 = 133(LC 9) Max Uplift 5 = 215(LC 8) 3 = 65(LC 12) 4 = 69(LC 8) Max Grav 5 = 348(LC 1) 3 = 182(LC 1) 4 = 130(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-301/468, 2-3=-165/272 NOTES - 1) Wind: ASCE 7-10; VUIt=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 5, 65 Ib uplift at joint 3 and 69 Ib uplift at joint 4. LOAD CASE(S) Standard fell hwoAffq*Irks re's I1701 1a1*1tll.brnms1Mk1nm Mndl,,.,v wdndr101,ey Will,rrmtAnthony T. Tambo 111, P.E. A!(opisilbf dnrdILI1.0ngldr:g ltbntp,idr;dbNO.&0.1'es.6rtrdgdr bldlal0uW,•b„mndu,n1.49t db bdlellq„kd Mi.bgprtdd 0s llOd,wWlmIs Ar lm..L6Ml q m:gt.Whi" d xq ddlrr bu prViUr d x80083 POM4 ldlUl ortdrndSrrnd pJa¢ DN 65.1 buywWWt Winn l4 he, kup.A bw Upw d klmtbdd,Wnt 4451 St. Lucie Blvd. honuhtyrtp,mn rel blfJgktW,elmssl4 Egmn lel Wq Oelydrd ronaMdelN1. Fat Cierce, FL 34946 0 7016 Ad tort hossrs • Aaloq 1.Isdo M.P.I. Itrwooloo d lbs Moara, a ul lax is p1064br1 riRerl be wino Feioissi" boa Ad Got hoses • Mbar 1.10ato0t, ?I. Job — Truss Truss Type Oty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 VM2 Valley 1 1 A019 9 3 Al Rmf T-- F-1 Pi—FI UOdR .1n:..../At-•........ MT20 244/190TCDL10.0 Job Reference o tional a•••- -•w••• .• . v..cv a ..v. .c cv. r rnnr. o..CV s roov iz 20i7 MI reK Inouslrles, Inc. rn oec 22 13:42:07 2017 Page 1 ID: UumEBPzOXokuwJ2P5W?E2TyuP l h-g7lRoRzgaVi2CtkTlhb956hgajJwAWOrdOWkYny6Pc_ 2-0-0 2-0-0 5.00 12 2x4 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 25(LC 3) BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 5 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 50/2-0-0 (min. 0-1-8) 2 = 37/2-0-0 (min. 0-1-8) 3 = 12/2-" (min. 0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 = 10(LC 12) 2 = 26(LC 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind- ASCE 7-10; VuIt=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 1 and 26 Ib uplift at joint 2. LOAD CASE(S) Standard 11aq•Ftx.b..At..nM.r•W 10 m5nminsi4ulmetIdowsaWhY...v Mud .b.loM1tl.M W14..srdstOcthniirItl M.KIb. Mthettgrap..11t.iltq..r)rtrdrgrA.u,tet atlW drMttr egityriYl r1.ydrdKtthnt hpmr YIMM,.VsIK I, hhW otnrs.Yr...6n,t.IM Zt WI.oN.D.dphid— WAdMdWny T. Tomb90083 III, D.E. rWIgMWndlmar. L.t4r rltl slrr.n.tW I.bletdbh 4y(ow.s llxr Wass Q.tArWhl l.1Fd11[In.dn..MY ti0tt83p.sdl.h... FII MatrnynHindh.tdblmthtyrIn.thnft. Vl.ntlyddrF.4.uk.gl.^.tnglrlibl kup,si.ntlNsl.*.sd; Wq Otghhultrnnn6ti.1•IFI 4451 St. ttKle Blvd. Fa; Pierce, Fl. 34946qp4b01G161-1 rut h•ttn • kQal I.leool/ tll, P.L.lepobrlin d Nt Immnl, it ur 4., n perilitd ritlM Qe ni0n roh.ss.0 hle I lul lusts • ArWq I.I•eM 10,/.F. Job Truss Truss Type Oty DEFL. HOMES / SEAGATE v4 1/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL A0197984 WRCSG4F9' VM4 Valley 1 lYANRY 1 MT20 244/190 J. Lumber DOL 1.25 BC 0.06 Vert(CT) Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@atuuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:07 2017 Page 1 ID:agpjYE3xuP8oBilH6PrSYazz2of-g71RoRzgav2CtkTIhb956hfCjJAAWOrdOHkYny6Pc_ 4-" 4-" 20 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 88(LC 1) BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -P Weight: 12 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 88/4-0-0 (min. 0-1-8) 3 = 74/4-0-0 (min. 0.1-8) 5 = 273/4-" (min. 0-1-8) 4 = 27/4-0-0 (min. 0-1-8) Max Horz 1 = 59(LC 12) Max Uplift 1 = 10(LC 12) 3 = 74(LC 1) 5 = 103(LC 12) 4 = 54(LC 3) Max Grav 1 = 88(LC 1) 3 = 50(LC 12) 5 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-202/338 NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=5.Opst, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 1, 74 Ib uplift at joint 3, 103 Ib uplift at joint 5 and 54 Ib uplift at joint 4. LOAD CASE(S) Standard daq•Ilal•OolgW a r.b'1 4s01 MSBPSWIr1IFVlII RUR a 1O11nol1flSlyd{II-11'yUu0dU0Nlf1'M teh Mt7pnr erdud rnr Mtmf ln 0..+q dlrA+1I lob a Il ld,mllmm.. nr eeuw•m arrslww h its Andsony T. Tombo ill, D.E. Zt hpd dmdo INOW el Mdl wY lmi,.6*YAAiqrfu..snew kq 4A.&M.44MnyMq d 180083 own vim•b bImdklnstooldbla'AllaMw.4hry lbeegOnlydlbd N oldWI—drsdY owd pd..Int Ma bny.vLLlndlrn db Om hup, M.hup [qew dim.Yrbden,Jm 4451 St. Lucie Blvd. Fort Pierce, FL 34946 bptigN O 2016A.1 tool haus - 4aleg l.Itoloo IIIJ1 Iepdenioo d ills dolrodA, 6 eq lolq is polilnd rlMel lie ainn paensioo bee A I tool haus- dn4rq l• loelo III, F.I. Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE V4 WRCSG4F9 1VM6 Valley 1 1 A0197985 BC 0.33 Vert(CT) n/a - n/a 999 Max Grav BCLL 0.0 ' Rep Stress Incr YES Job Reference o tional m t ¢coot t ruses, Fort Pierce, F1. 34946, design@alwss.com stun: 8.120 s Nov 12 20x7 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:07 2017 Page 1 I D: agpiYE3xuP8oBil H6PrSYazz2of-g71 RoRzgaVi2CtkT1hb956hXajE4AWOrdOPlkYny6Pc t 6-0.0 6.0-0 1 R0 3 2x4' 1.5x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - n/a 999 Max Grav BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a 204(LC 1) BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 20 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 204/5-11-6 (min. 0-1-8) 3 = 204/5-11-6 (min. 0-11-8) Max Horz 1 = 93(LC 12) Max Uplift 1 = 40(LC 12) 3 = 79(LC 12) Max Grav 1 = 204(LC 1) 3 = 204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=150mph (3 -second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 Ib uplift at joint 1 and 79 Ib uplift at joint 3. LOAD CASE(S) Standard Yttq•Mubtrph m..4t'r410W I111U3('f@(IrlotIUIIFUOtICImW{11I1r j1r'll}4U7¢UIW:II'Y. tm}Mu lmdetdtd tptt Mbnt Mu b.q(IR datOtgl lrrllt ldorn9mhYr.4 M dlu.ht ¢ad Mpl,ry WldtrsrdW tldNnib 1prbMrr111frbntMylpmVr-ymi Irrv.IMW gI•nrttrt cgtoudrt dnt dry.uquy Olnr V urdwYtDt lmtlglOd Yt•wl..dsIM1I. Ib 6ty nv¢r ta,YOlufan,r¢ral ' Angwn T. Tombo ill, D.E. dmdbt bntbq Mighlntp¢ttVUrdb Dnrt.bVrritrrr M gtlrrl.lrybrr..YuersdM9CMl(dsl.d MihltrltdlM. l 4yW drlNdry4tlrudnlm4.diq rOgtYgr,nM dYq 4dlMmntr Wlryd Y110083OYqMtgxd(a¢ar UtMMr.bnrd4rye.rtdpblmdbbdrqfo¢wnl/rttlbrtbQltQrl¢W it llld Sltl ntA sdYpndrl.tr 01117at9r ntMttWand Frtdhtmt Atr,IrwtMylrpw dlmtYWM a.lm dlndtrUMPrbltdgMrri.tYgyAAYrtr¢Arl 1ltbntk¢p lrp.aoUlMlrilgrtt*o.•UntS;th•(gwsdq W4q UgsWlbn•rnldoN.Ul. 4451 St. IBlvd. FOFootDlCtte, FLFt 34946 tgb0711111ratlwtu¢ 4¢IIbryl.look 01,/.t. rep¢btw¢dlllsl¢tweh,ibulIlia, i¢po6d0¢IrdtMl!¢atnnFaeitsi¢ebmAlr¢¢f6¢nn 411nr1,1¢aErlll,r.l. ob Truss Truss Type Qty DEFL. in (loc) HOMES / SEAGATE v4 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 A0197986 WRCSG4F9• VM8 Valley JPIYANRY 1 1 Lumber DOL BC 0.23 Vert(CT) n/a - n/a 999 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 22 13:42:08 2017 Page 1 ID:agpjYE3xuP8oBiIH6PrSYazz2of-BJsp?n SLpgvglJfJP6OeJEle7cgvze?s2013Ey6Pbz r 8-0-0 5 4 20 1.50 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 26 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No -3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 170!7-11-6 (min. 0-1-8) 3 = 18!7-11-6 (min. 0-1-8) 5 = 434!7-11-6 (min. 0-1-8) 4 = 617-11-6 (min. 0-1-8) Max Horz 1 = 131(LC 12) Max Uplift 1 = 11 (LC 12) 3 = 18(LC 1) 5 = 168(LC 12) 4 = 13(LC 3) Max Grav 1 = 170(LC 1) 3 = 12(LC 12) 5 = 434(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-325/492 NOTES - 1) 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ib uplift at joint 1, 18 Ib uplift at joint 3, 168 Ib uplift at joint 5 and 13 Ib uplift at joint 4. LOAD CASE(S) Standard Y.•M1r.O.a.hiaN. b'r4 IS711111M Blur! fil9A r' im 9(CUM 1111c.A!tl'jRpONKI'1rt.. I.jM y a slr r rnrm 4w Msy aq r r lOyl.lpd lll Idowwo u.m Wueam aelwMgl. r11 Wid vemellrttrtr.ulYiY11O.F,il letbne hte t¢mpt.lNal1(gm.lYudrryrrlemu.trtartu4Y.Mt d rpe.ymlr.lM YeiYegdrdgb hne lgimlrYLYwF,reIKI.A6yt mmtriuWugr er ia. Anthony T. Tombo 111, D.E. rnt4mt McYq Wirh nyr.11g4m,Oaa,rD.rit.7r.d auraYslM r,.blwadMnCte 4(rt.l.drN urr11U Agn.ddf lMrryrH.uddlmi.digr ir p..YrrY.y odrrn>Ir ib7d :80063 a 1.Yq rssynrtm.w. LtMtna.dlmrr m nrt.rr dmlryl.,l.wsdm r..rlaWrwwymrfuln d.r,drw.dl.r. m1ea.,bnr.xmnrlr,ddl.uayr,l.sr.,ptp.r.rlm..rns 4451 St Lucie Blvd. tb•A•4.A etwtggr r. amgh ApM lnFe1 Ir YnlMylgropUlM4Yy kt*.,. Lntf•d.lrmdgr4q UgWdMnnnldir.1111. Folt Glelce, FL 34946 m1gN01O161•Ibd6.txt tdY.ryLltmO.tlll.f, tepoitnit.oibis 1.1.men,i..1)191-tnpolilOdru1o.14t.emnPnmitsic. ben AIhot le.surlmlkgl,look Ill, ?.I. JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach 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 i 0 ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) b•yM1wl/rwpll n•e.••t t 711MS11171ut eLttlmutl(OILN('IO.e1 Irlt:eVh:ILWtr r. tah/euy ol n Midrat M bltrs7A:.yplri.f t Ihd .111A..ltknt6..r rSultb.iu Mt betl.4t 411Surs,IblYiYrYlbbloYNA1 et11rw1Ytpb,rsNl.ywettbpw.lwtArwtloiw•tsworbit6vdb"bocitgplr11Y0lst.rteON hW wtyrat.VgrrlsttlerYl A th y T. Tpenbc 111• P.E. wadin-.twtt.w;Ylg6bnyeAtttdis0M.bQ+lrsterctltedw"WpAlta sibltNuidewK."Wrt"Bowe"NdlM.ltsetpwdf"tortW."gof"bu0EwttrtlgtYq- 611P al nyfiY"merteb,f fSM3 tj kw weboom sigh Maw"IArtb flalt r Pw slow ry1nPs7etc) ges00gdbM 1! InOCRs " ON iwdyed n MI Rpralen rt las fb INI Mia, bot1a11>pled fnnftw o .rtt St. 4451 St. Lode Blvd./ enmtllwl Mlilt:te l,•lwwr wp,ll/tt lt.•Itwl tr lrllkq l7TlJ Ulkttiu,enpll,w lrll S,•Ra b7.efrl ed/ Itgr4l 1pn midal•Iltt I`exl R 34946 fgltl,h01416A•Iled iltettt•Atd [.lod/IIIJJ. T U IeltaintlRcltuntt,ieo,Iqr.hpt1i10d•idMdrrlitrn,aaittlettrcsA•Ifalhntes•Act1"II,4oMa./.I. FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD F-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TD FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TD BLOCKING V/ (2) - 16d NAILS (MIN.). ol PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 1Dd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IDd COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF IOd 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS N 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 I.". I __iTUD 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 STDTLO* CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7.10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2- X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.0 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. Iln t r¢rt+r.b'rJh'-0114SYf IRQ 8111U 41 f 110011Mf61W Ij4O0gtiWlT k.fN.+r••r•nwblmrleerb.q dhl IMk,ItlMnu Lml.u.LmM.m dal.ilM.r; -- klll.qtl.ywl/rM.Wia•IY.k.r11t.6mk qlqr.ayi.Irrllgrnibvlwgli w•;n.nryM,/bbl..r/.Mnnyuw r4gYbo,r1/bii,i gMrM.kM.J,.duAI.A61*mrp.I Y/quw.rYq Anthony To111b0111. P.E. d•./WIm YthWynbnydry/i0•m,it.iiWcd4i.iWykq...i.in/bNOW 4:.rb halWgn6rinlbraid/biid.nl/I.0/b lousyWe&gwwsome d.ralilkhl,uwbbva L600831Wgkq..diim.limb 10.1.iisNo ifMllfdpMR1/iMy(gr.tApW."%9)pm*JMVldgU(1NnlM4 pe.VWM In I hln.r Yd WIsmm kupwA lkop t4swes igig1407....bn /451 SI LUde blvd. a..N swy tra eq.r o...gttr I.,nNtet,nko lq..nrslbWMkv..Imrftm.tp./a+I nid+iw..... 04W.M1 i IrmiyN01lIi111rdirlul•IrJo.tl.f.e14/.Liryeds"msdn/aornismyblab is lkl.rlroIII nianynrilimiml•1100Imius•Iu6rryl.kd.11,I'l Fort PIme,FL 34946 JULY ,17, 2017 I TRUSSED VALLEY SET DETAIL- SHEATHED 1 STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS 1•1W_1nr_1 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 W. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES E END, COMMON S, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. TRUSS CRITERIA: 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: 160 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. i.q•Mllbmprl n...r'H UmiIt9M('41If1yglUYltl ftlln7l/fllftOr(tpfl'14W.:lCfYHP Yn byouppm1w.Atf lerlvf4"mm.y Idm wlr.v wM.rlQ r,idu vo mdaf..Irr..lubl..d1 h. im, tngllgs.(I., fpiaf ij-d9. W..1101grwt. mqs.. rh pAlurl n rnprrrrwgb Im64 die .0 bmlq aim 10.4"d. ml MMfp.lugen.Idop artrl,xWOf Anthony T. Tombo III, P.E. dur.nbmbyfdrf rnyddyrbe...,remi.rrblq.e.rlNyMyn..r.parYOl,bCdbkrY4y.r..r1M fl.gp,/rrddryYY.urrfan.Aayl fyury,..das.rY.quaYrnyrliti/r .60083 r billy 4ty..Ml.elar LMn M...rladr glndp.Yb.lrbtdbl0.pl.1r.7 htr.rrjl:P/phbf1111.111I1I..inir bt +uipM. INI"m8.nunOton M W. rr Iml hw. b-1%kwb mwbm ft-fth e,.4.t 4451 St. Lucie Blvd. e...l.b.t.st.p.t.p..tyhat.n.r.a avn.bn4f.f..po.irwgh,*e.f,nff,b.t..rryt nl.w tcr..w.mf Fai Plelce, FL 34946 f.ppiptl0}DI6A•IIMAhnul•blhnll.bcDetlL.1. tqr.1.ub.dhndtws.m,ie.ryblo,ep.FlildrilatlE..imwpaniuie.4.sA•Ileoflnsus•llad.ryl.lemblll.p.l. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL I STDTL06' GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = IOd 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 4W O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409.1010 TRUSS VALLEY ffYPRCUALS Jill' II II II II II BASE TRUSSES SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL 'A' BELOW (TYP.) i.wq•FsesnlYtm..%'IIIn u6stsrullin kw1Ul AOS 9 twost6O.11Ris UO01!Ipsiisl'Yn ir1;MIrwnere.na.lnwVtr.s r,q bry{iMwlh I,Li•/(p...r1M14e ns tnsdr.l. slwYfr.wq WIND DESIGN PER ASCE 7.98, ASCE 7-02, ASCE 7-05:146 MPH drlrrgipwsdiMrWrYtYYN,i/1/rhnrMyf wQt.lNspf,snlYs wnliry nr.swsogrr/Yihtrilyony,.ywWgYYMq Yod.4MYµNwYIM..wi,IRIYd,up, rl.L yulawrutlt^ WIND DESIGN PER ASCE 7.10. 170 MPH Im rl.ismr! a tMyeh n4aWer dY D.wr,Y O.sti r WCMsp.Y WYI dye..7en.u111Y wlt,Y K.IY 1d NyiW al Iltl b4p.l /Y I[c.la7ldl.0 Iu 1n4 eAe YeO orgs..e/.aal YialslliW un.rN1R MAX MEAN ROOF HEIGHT = 30 FEET IMIIpkwwtwiYi wows to".Y a Nhiwn M plan dubb"UA..1MM rroerY9lMYiU RdtIG nrEsr[rlMpid pV.o. Dlls6asYlmYaNhsdk»/Y UwMvp. Mskyl aa Ym 44>*a. aRn IROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 a.. uwdwwAstYw ww..wyrya,Nnlnanw pr hrluy[.. ewaYYr Yyn,.lmwhm,I.i..r rxe, no1•Im.rewr.w.Inl CATERGORY II BUILDING OW4110111611bd4nses• ledwy1.Ialelq,/1.iepiadinIt i.rt daiiiRIN&6prNditelyidMBimiatopustfobmL11wImms•IAlly1.kobiGl./1. EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWOUSP MAX SPACING= 24' O.0 (BASE AND VALLEY) WS3 ( 1/4' X 3') WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. i. wq•FsesnlYtm..%'IIIn u6stsrullin kw1Ul AOS 9 twost6O.11Ris UO01!Ipsiisl'Yn ir1;MIrwnere.na.lnwVtr.s r,q bry{iMwlh I,Li•/(p...r1M14e ns tnsdr.l. slwYfr.wq drlrrgipwsdiMrWrYtYYN, i/1/rhnrMyf wQt.lNspf,snlYs wnliry nr.swsogrr/Yihtrilyony,.ywWgYYMq Yod.4MYµNwYIM..wi,IRIYd,up, rl.L yulawrutlt^ N rnT.TM111M111,P.E. Im rl. ismr! a tMyeh n4aWer dY D.wr,Y O.sti r WCMsp.Y WYI dye..7en.u111Y wlt,Y K.IY 1d NyiW al Iltl b4p.l /Y I[c.la7ldl.0 Iu 1n4 eAe YeO orgs..e/.aal YialslliW un.rN1R 180083 IMIIpkwwtwiYi wowsto".Y a Nhiwn M plan dubb"UA..1MM rroerY9lMYiU RdtIG nrEsr[rlMpid pV.o. Dlls6asYlmYaNhsdk»/Y UwMvp. Mskyl aa Ym 44>*a. aRn I e451St. Ludo Blvd. a..uwdwwAstYwww..wyrya,Nnlnanw pr hrluy[.. ewaYYr Yyn,.lmwhm,I.i..r rxe, no1•Im.rewr.w.Inl FoilWHCO3Ft. 34906 OW4110111611bd4nses•ledwy1. Ialelq,/1.iepiadinIt i.rt daiiiRIN&6prNditelyidMBimiatopustfobmL11wImms•IAlly1.kobiGl./1. JULY ,17, 2017 I I V r,"` I `""1 "` `1L STDTL07I (HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VF OUYt'UK 111V1a IKUOOCO U1KCI.I LT UNUCK VALLCT IKUOOCO MUOI OC 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. NON -BEVELED BOTTOM CHORD CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 0.0 hi.plimt wo-Am*. Wo 113011MIsrat ilft RIIISs matU71(ccartM1j111101:1O hrl-aIpllMgir/llbrdledagreMUnIMIpImpllkldblawi MIM teMo$d Went W11, ean10o1oM1P],1111 ad.ila yhalt JrlMonb411MYYnY htiw Mlglgonpt, lytdllyw'eMwrrwlKlgrwfonprtdblMluod nrinlnyadgYbYlq/trof.fineltµolwb nl7,d11M dt rrnngwi,4lp dol=,uyM Anthony Tombo Ill, P.C. dnl oeltwbplitgetttnyrrd//tt10.p.M0.rlitelmlglrrY4tlybgn,aYlrra iDLYOfdilWpYptMdilLI.IYoprilbilOdp4Y.ulYlmt.rMeAuOl,mlgl.e+iordYmgYl9Manurlbbt/ 980083 YY" kylUdllnlCr Mob travobPi mil Ptldrlkial dIlI mmalUW19G1lYno1017(SOp""17104 SCJ aeIcMtKllIN" prima. MIleniftli"Afttldko/ /a IOU kop,OmkapOWg=ramD,7 '. 44$1 SL Lucie Blvd. ar./ ne Modhtlnal ltltpaoelhdlrtn onF11 it lntkWlgwlnWlwMMq k:p[,1m11tUtablalndp Wal llrgsY:ebnnnMM1UM1 Fort Pierce, R 34946 f»..:. Y 01701411tu11.»»,.Ir\wlly\.IU 01 t.rJ.n:..Jd'vlr....rw».W.u.\II',W.n\.r,l...{s,.w.l„iu4u1.1 t.d l.u»..Ir1...17..1.01 t1 FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL.08 , A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772409.1010 TYPICAL 2X4 L -BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-8 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 Q VARIES TO COMMON TRUSS 3X4 = v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION 8-8 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP M3 OR BETTER WITH ONE RDW OF 10d NAILS SPACED G' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED G' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) IDd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUDW2.X4 M2 DIAGONAL DIAGONAL BRACE BRACE 4) - 16d NAILS16d NAILS 3.8.10 SPACED 6' D.C. 2) lOd NAILS 11-1.13 INTO 2X62X6 SP OR 3.3.10 SPF M2 2X4 SP OR 9.10.15 SPF 02L HORIZONTAL 2-8.6 NAILED TO SA -12 RTICALS SECTION A -A 4) - IOd NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STO SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10.10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3.8.10 54x11 6$-11 11-1.13 2X4 SP 1131 STUD 16' O.C. 3.3.10 4-9.12 6-0.11 9.10.15 2X4 SP A31 STUD 24' O.C. 2-8.6 3.11-3 SA -12 B-1.2 2X4 SP A2 12' O.C. 3.10-15 54x11 6-6-11 11.8-14 2X4 SP #2 16' O.C. 3-0.11 4-9.12 6.641 10-8-0 2X4 SP 42 24, O.C. 34-0 3-11-3 1 6.2-9 9.3.13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T -BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REOUIRE 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 412. MEAN ROOF HEIGHT = 30 FEET SURE B OR C 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 6ON OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING NAILS lOd TRUSSES 0 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL FEBRUARY 17, 2017 I WITH 2X BRACE ONLY I STDTL09 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409.1010 NOTES: T—BRACING / I—BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I—BRACE MUST COVER 91Y/ OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I—BRACE WEBS Ta CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T -BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE. NAIL ALONG ENTIRE LENGTH OF T—BRACE / 1—BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE 2X6 2X6 T—BRACE 2X6 1—BRACE 2X8 2X8 T—BRACE 2X8 I—BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE 2X6 2X6 T—BRACE 2X6 I—BRACE 2X8 2X8 T—BRACE 2X8 I—BRACE T—BRACE / I—BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T -BRACE SECTION DETAILS FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 LATERAL BRACING RECOMMENDATIONS I STDTLIO' TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0]31' X 3') NAILS (0.131' X 3'). 1 r ATTACH TO VERTICAL 1 I NAILS B( 0313WITH ) X 3) ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131- X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) M12 X 3' WOOD SCREWS 0216' OIA1 USE METAL FRAMING J 4 ATTACH TO VERTICAL IL 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 (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4'L0' WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (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) - IOd 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 (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE 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 NDS 2001 (LB/NAIL) DIA SP OF HF SPF SPF -S 131 88.0 80.6 69.9 68.4 59.7 C3 J 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 vZ0J 131 75.9 69.5 60.3 59.0 51.1 nN 148 81.4 74.5 64.6 63.2 52.5 W) THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDR12 TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (LB/NAIL) 131 59 48 32 30 20 DIA. SP OF J 135 60 48 33 30 20 M 162 72 58 39 37 25 J A-1 ROOF TRUSSES 128 54 42 4451 ST. LUCIE BLVD. 27 19 Z Z FORT PIERCE, FL 34946 131 55 43 772-409.1010 2B 19 W 148 62 48 34 31 21J J N z 120 51 39 27 26 17 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 THIS DETAIL SHALL BE USED FOR A CONNECTION 31 28 20 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') VITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 IDOL FOR WIND) = 146 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60- 3 (NAILS) X 37 (LB/NAIL) X 1b0 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN BRAVING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30' TOP PLATE OF WALL L 1-25' NAIL NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW HF SPF SPF -S l7 131 59 48 32 30 200 J 135 60 48 33 30 20 M 162 72 58 39 37 25 J 128 54 42 28 27 19 Z Z 131 55 43 29 2B 19 W 148 62 48 34 31 21J J N z 120 51 39 27 26 17 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYP 2x2 NAILER ATTACHMENT STDTL 13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 1.0 x 4 April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 24" O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [ STDTLI4 4) 12d MAX 30" (21-611) 2x6 #2 SP (Both Faces) 24ofO.C. SIMPSON H5 rrwrgq,.n."IIOr"MrAuryvum nus$ hunon nnc+(vnn uunuw.r-r. r.nr...e.r,.rw..r.u.,..pp..DlOrrte..ti.w.Rrt hr.r.ur.r... w...,.,. n.d.ris-* m..r.er,r,.ear..0,r01.s..r h.u..r,y t.,.0..tpa W•1r.,w. p+...r.n,,,q,.prr}rr.y.r..pn...r,m..rtr.st..r,ml. sr..p.syr..,u,rr4.rr. r..•r,u..r.lm..,.r.wru..ro....r0.d..e.uN*+.wwr,wy.,..r,rm.rm.rwrrew+tio rms. n Anthony i 80083 Tombo III. D.E. r rM.lAgr,r4.n.. uw,m...rprr.omrprw.rlrr,t.,w,+fwq.e,.. thrvt. n.w,.Nr Im nYr.f wtw /b aftT , .. t F ..L 4r,.p,... s.rir,lhrtro M wQrrMh p+.— k . Mn.r,.p.Ye.rlr..,tr u.. Msp.. M.rup l.pw,r4..rr..,d. 4451 St. Lull¢ Blvd. wk"1., r...Fw 1 4..ryly... Nirhir, r.p. •4w.Mpsyr.grYR UgrkArn.,..e.,1. UL FOR Dime, FL 309/6LgdIWOKIIA19#0 L.»n • Wkq l.lyd!.10..i. Irp.bmr d 4if M..a. u.ry Ira i. pN.;tl:A.q b. ni.n lurntr.6n 14d 4nu. • ilsbn} I, beM 01,1.1. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 TOTAL NUMBER MAXIMUM FORCE (LBS) 15% LOAD DURATION OF NAILS EACH X SIDE OF BREAK (INCHES) SP OF SPF HF A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C rl 2! ` 00 rte? y BREAK 9• l 10d NAILS NEAR SIDE IOd NAILS FAR SIDE NollTRUSSCONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X' MIN 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 q8' 3657 5485 3346 5019 2829 4243 2898 4347 FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34846 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24. D.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 112 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON VIRE NAILS 048' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4(') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TDP 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 kQ I rr Sr 2 e aUNLESSNOTEDOTHERWISE) Gravity (> S,ODOr) / Uplift (> - t•.a;YA.s,::a:e.;:e....•: HorbontalI[> 3501) s z p n.2 0 I I I I 0.:0:;a::•a,:a4.k.•...3..n.:a:.5:. 111 71L IIIIk7!L III I I IC t.:a. S•:0>:d.'.c:.a?: e0;/4.1 s.0: d,•a:..<•>t.6. STRUCTURAL STABILITY OF THE ENTIRE STRlIC1URE o..{a:a;'ib`.•V..\•.a::.o-:a::@.a.N:!}.:o..a::a.t)i•,:a:o REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS e FOR GRAVITY AND UPLIFT LOADS. A 1 ? 2 r s J.I<aQ`6 Is 5 TO BCSW3 AND/OR ENGINEER OF RECORD ii\ Ca Z- 3$ e REPRESENTS THE LER SIDE OF ar L n EACH TRUSS DRAWING x . -a e _ s_ 'r-: 4 L s'fii e,'fl _e 6.efl s -Fs A: I1L1S21 I T', -D46 1,:9., I(B:I11526 I: 1, IMSNr22 44 I(D;•IlHD28 Itl)I•-• IiT)I•-- e I;F)ITHO28.2 ON .. 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FT CON OFOR ALL COMMON TRNS BEARING ON ANOTHER TRUSS TO BE LSTA32 1.4 fSTRAP (BY OTHERS) UNLESS NOTED OTHERWISE a ;-:;- C EXCLUDES VALLEY AND PIGGYBACK TRUSSES) a a a = = 3 a LOADING I ROOF FLOOR WIND LOAD 3!P -'i-s A. n LIVE LOAD 20 - ASCE 7-10 E a s: e g B s E a O u DEAD LOAD 10 - 150 MPH El(P C- f• w LIVE LOAD 10• CATEGORY 11 u DEAD LOAD 10 ENCLOSED TOTAL LOAD 40 FBC -2017 a s2= DURATION -125FACTOR - TTM - 2014 e 2-2SS. 6 c z ? - = a$an REV DATE I BY REMARKS 01 12/22/201 R CODE UPDATE a am 11 I L'$ 11 Is undetslood that above APPROVEDContitionshavebeenreviewed 8 are acceptable for the fabrication at lasses, APPROVED AS NOTED M m 2-a s= fl e i elevatlons.pdMes, Overhangs, REVISE AND RESUBMITfasoas,carling elevationsipitches, bee" REJECTED a d S M y to this truss placement plan. No back charges vAR be accepted s Without previous omen DATE e; approval from an A -t Roof fl + a = TNSSEs representative. REVIEWED BY PLAN DATE ARCH: o CUSTOMER RYAN HOMES JOB NAME SEAGATE v4 •F' 9a a :- v OPTION(S) 9.4-CLG 1Y Qy fa4 COMMNTY LOT r n--= CITY ass^ a BLDG BLDG TYPE IT a1 JOBS MASTER WRCSG4F9 a DRAWN SCALE- s = 2 DATE 12/02/2016 c ct A-1 ROOF f 91,10TRUSSES AAOMDALORPORAWN4 42 fl fl3S Ph 772.409.10101 Fax 772409-1015 ArtpJAvWweltruss.cont a 3 a =? 7 g t IRMA qwl I ' /...iE ilftEli k... 1 l+`v° $:!%i'°h5;:;?i'o-1,::<>a..i:Q:.s< :::1 i•:!:b`.v: i\vim. . Yo {a :<ctC o:0{4t 5;41:. 2.:4`;2d':?.k ii'ai:' L:!:: E9:1 , NOTE' ALL TRUSS 10 WALL AND/UR TRUSS TU LEDGER CONNECTIONS BY BUILDER 2 e aUNLESSNOTEDOTHERWISE) s : eris='iiz t e- a fNOTEALLCEILINGDROPSBELOWBEAMARE BY BUILDER (UNLESS NOTED OTHERWISE) s z p n.2 0NOTETHISTRUSSPLACEMENTDIAGRAMisTOSHOW t TRUSS I.D. AND TRUSS LOCATION ONLY. Z - THE BUILDING DESIGNER IS RESPONSIBLE FOR THE I11 1 - `. STRUCTURAL STABILITY OF THE ENTIRE STRlIC1URE ss: i : SREFERTOTHEINDIVIDUALTRUSSENGINEERINGDRAWINGSe FOR GRAVITY AND UPLIFT LOADS. 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No back charges vAR be accepted s Without previous omen DATE e; approval from an A -t Roof fl + a = TNSSEs representative. REVIEWED BY PLAN DATE ARCH: CUSTOMER RYAN HOMES JOB NAME SEAGATE v4 •F' 9a OPTION(S) 9.4-CLG COMMNTY LOT r n--= CITY ass^ a BLDG BLDG TYPE IT JOBS MASTER WRCSG4F9 a DRAWN SCALE- s = 2 DATE 12/02/2016 R A-1 ROOF f 91,10TRUSSES AAOMDALORPORAWN4 42 fl fl3S Ph 772.409.10101 Fax 772409-1015 ArtpJAvWweltruss.cont a 3 a =? 7 g