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3757 Hanworth Lp 18-4793; NEW SFHDEC 21 2,a, 18 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 113- Documented Construction Value: $ 4p2,4§§ 39 -1312 .2; Job Address: 3757 Hanworth Loop Parcel ID: 17-20-31-5VC-0000-0320 Type of Work: New R AdditionEl Alteration El Description of Work: New Single Family Residence Historic District: YesEl No Residential R Commercial n RepairEl DemoEl Change ofUsen MoveEl Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name _NYRJNCdba_ R Phone: 407- 692-9831 Street: 4307 Vineland Rd #HZQ 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: 407-92-9821 City, State Zip: Orlando FL 32811 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Phone: 407- 774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURETO 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. FRC 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 3O,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 constructio -a` - zoning. 12/19/2018 g7 J/ ltSigreof "" r/ Date Signa re entracte gent Date Tracy McDonald Tracy McDonald Print OwneliliAgent's Nate 12/19/2018 Si at re Notary-Sta of Florida Date V"y P(j, KRI TIN RFCRRILL Commission # GG 233069 Expires July 11, 2021 ry or c v'Y Dondod Thru lludgol Notary S@rfG@$ Owner/Agent is _)(__ Personally Known to Me or Produced ID Type ofID Print ColConactor/Age is Name 12/19/2018 ignatv(e of Not --St FloridaRe ' Date Ifflky f'(10' KR ISTI NVFFR l LL Commission # GG 233069 Expires July 11, 2021 Qr, nw* 8411d4d Tivu BYqUat Notary Seric9s Contractor/ Agent is __X_ Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicaIE] PlurnbingE] GasE] Roof F] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n No F] APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of [ leads Fire Alarm Permit: Yes [] NoE] UTIL, ITIES: WASTE WATER: ENGINEERING: jm-c'c 11,-ZA-t FIRE: BUILDING: JE .2-/.311 Revised: June 30,2015 Permit Application CITY OF SA FORD DEC Z BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 107,856 Job Address: 3757 Hanworth Loop Historic District: Yes No Parcel ID: 17-20-31-5V-C-0000-0320 Residential X, Commercial Type of Work: New L X 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 Title: Production Admin 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.: Architect/Engineer Information Name: Street: AB Design 1441 N Ronald Reagan Blvd CGC1517157 Phone: 407-774-6078 Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 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 com liance with all applicable laws regulating constructio zoning. 19/19/2018 12/19/2018 Si re t Date Signa re ontraeto gent Date Tracy McDonald Prmt0'vne AgenCsNam, U 12/19/2018 Si at re o(Notary-§aVof Florida Date PAy Pua , I TIN R FERRILL Commission # GG 233069 Expires July 11, 2021 For rv" tiondod Thru BvdQ01 Notary Services Owner/Agent is X Personally Known to Me or Produced ID Type of ID Tracy McDonald Meat's Name 7actor/ Age Al2/19/2018 ign(avf'e'ofNotry-St e Florida Date gky PQ491 KRISTIN FERRILL Commission# GG 233069 Expires July 11, 2021 r FOF f 4ond4d Thru Woot Notary Services Contractor/Agent is x Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical [] Mechanical F] PlumbingE] GasF1 Roof [] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesE] No Fj #of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No F] UTILITIES WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE qqIMPACTFEESTATEMENT STATEMENT NUMBER: 19100000 DATE: January 23, 2019 0 3ABUILDINGAPPLICATION #; 19-10000034 BUILDING PERMIT NUMBER: 19-10000034 I UNIT ADDRESS: HANWORTH LOOP 3757 17-20-31-5VC-0000-0320 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE. SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: M7 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDIST-SCHED RATE UNITS TYPE ROATS-ARTERLkJS CO -WIDE ORD Single Fami ROA KS. Housing N/ASOLLECT? S 705.00 1.000 dwl unit 705.00 1RE9C Fam y FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY Single Family S Cls'?Ong?e CO -WIDE ORD Housing54.00 1.000 dwl unit 00 54.00 Family PARKS CO -WIDE ORD HoCosing N/A 9,000.00 1.000 dwl unit 9,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 9,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTw CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REUEST FOR REVIEWMUSTMEETTHERE8UIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE, COPIES OF RULES OVERNING AIPEALSMAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 101 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 D SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE +0'PLEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address:7_711S-l Building Pennit Electrical Permit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. 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 tenninate 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 fight, 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 GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs, Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name of 1(2rw nant Print Nianic of n for Print Name of El. Contractor W Signature' Vrenant Signature kf(jc ontractor Signature of El. Contractor CGC1 51715 E00003096 Gen. Contractor —License # El. Contractor License—# JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: a Progress Energy a Florida Power and Light on Rev. 02/10/15) Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019018713 Book:9302 Page:5; (1 PAGES) RCD: 2/21/2019 10:48:35 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY T1`C-1A-- j "OcC50ZNO- Name NVR Inc dba Ryan Homes Address 4307 Vineland Rd Suite H 20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number BR18 004793 Parcel ID Number 17 29 31 5VC 0000 0320 The undersigned hereby gives notice that improvement will be made to certain real property following information is provided in this Notice of Commencement 1 DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) Lot # 32 of Kensington Reserve 3757 Hanworth Loop Chapter 713 Florida Statutes the 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 8 LENDER Name Address Phone Number Amount of Bond 7 Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713 13(1)(a)7 Florida Statutes Name Da na Mitchell Phone Number 407 692-9820 Address 4307 Vineland Rd Suite H 20 Orlando FL 32811 8 In addition Owner designates to receive a copy of the Lienora 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 speotfled) WARNItig Tj2 OWfTR 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 ao2 ocz -- sautture Omer or Lessee or Owner's or Lessen a Auft ad Offlcer/DrectorJPartnerrManagar) Da na Mitchell Assistant Secretary Pent Name and Provide signatory a TitlePQrtka) State of Soda County of Oranget G The foregoing instrument was acknowledged before me this t{ ! day of (') by a Mitchell Who is personalty known to me CX OR Nano or person rnaWng statement who has produced identification LI type of identification produced WNbV Or Notary Pubiw State of Florida TRACYit"'I H MCDONALD My Commission FF 925012 Notary signature or Expires 10l09l2019 e_j CITY OF S,k 4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax- 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3757 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0320 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: 01 New structure F-1 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F--1 The parcel is in the: El floodplain F--Ifloodway A portion of the parcel is in the: F-1 floodplain El floodway FEW The parcel is not in the: Wfloodplain E]floodway 0 The structure is in the: Elfloodplain Ofloodway El The structure is not in the: F--J floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-4793 Reviewed by: Michael Cash, CFM Date: January 24, 2019 A I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & et, 0 R 1, Qn_% landscaping D; k* f 1877— " U -%A Way www,santorcM.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688,5140 Fax: 407,688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right -of --way and use shall be provided or application could be delayed. Call bef.. Y" d1% 1. Project Location/Address: 3757 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: FXJ Driveway [] Walkway QOther: 3, Schedule of Work: 4. Brief Description of Work This application is su A Prq)eq SJ9natVUr:7/.B Address: 43 Phone: ( Start Date Completion Date El Emergency Repairs Construction of New Single Family Home M D Orlando, FL 32811 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 12/19/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, of 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 Requestors 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 oouncilpersons, 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 read apd4uq06Fsta94 the above statement and by signing this application I agree to Its terms. Signature: Date: 12/19/2018 TMs permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: M0 ffim Date: Date: November 2015 ROW Use Driveway.pdf DESCRIPTION AS FURNISHED: Lot 32 , KENSINGTON RESERVE, os recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida, PLOT PLAN FOR / CERTIFIED TO: Ryon Hornes/NVR Inc, LOT 40 LOT 39 S 00019'09 " E 60. 00' LOT 32 38.50' I , T7 10-00' ea Q) ci LL4NA( 10.0, 10.00' LOT 31 QrQ-) PROPOSED RESIDENCE C MODEL: ESTERO BAY ELEV.M 2CAR GARAGE RIGHT 7 9-3' 10,00' ENTRY 19.3' 61 10. 00' 20,7' 10,00, 25116' DRIVE 5' 5. 50' 10' UTIL, ESMT. WALK S 00019'09" E 60.00' hTANXORTH I 00 -P 50' PRIVATE R/W) LOT M LOT 33 QD 6.50' 0 154.95' P.C. 4---- -- -- - -) PLOT PLAN ONLY NOT A SURVEY SET) = FINS rEC SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS BUILDING SETBACKS: AS FURNISHED rkY 0RMNAGE PLANS IMPERVIOUS COVERAGE = 2,453:t SQUARE FEET OR 35.67 FRONT = 25' r PHOPO FO DRAINAGE FLOW p LOT CONTAINS 6,900,* SQUARE FEET WALK ON=39t SQUARE FEET REAR 20' SIDE 5' FOR 40' LOTS GRADING TYPE A 6R WALK OFF-3001 SQUARE FEET SIDE 7.5' FOR 60* LOTS PROPOSED [KNiSI-i FLOOR PER PLANS = 26,7' DRIVE ON=406± SQUARE FEET SIDE 10' FOR 75' LOTS DRIVE OF-F(APRON)=110± SQUARE FEET SIDE STREET - 25' 7--) 7 T Vr r"` ER C(q77T 411S-`S(9C., _I VC. -- ZAIVD IEGEND LEGEND - I 5400 E. COLONIAL OR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-1436 PLATMOD PDILTyp. POINT ON LINE TYPICAL NOTES: iR 0 14IRON 0PIPEON , " PR CRCC POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.M.CON CRETE ' HO"UNCHI RA D. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J--17 FLORIDA ADRUNISFRATTAF COVE PURSUANT TO SECTION 472,027. FLORIDA STATUES SET I a, IR /NLIY 4596 Njz. NON -RADIAL 2 UNLESS CA(ROSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL "SCO SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID, REC, RECOVERED vp 11THCSS POINT 1 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS PUB POINT Or BEGINI-UNG CALC CALCULATED OR EASEMENTS THAT AFTFXT THIS PROPERTY, 10C POINTT Of* COMMENCEMENT PRK PERMANENT REFERENCE MONUMENT 4, NO UNDEIGROUNO IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NL8 NIERLI NAIL 4 S1 FF. DIS FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR TH-SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. RIGIKIW N, vA RN BENCHMARK 6, Otk(ENSIONS SHOWN VCIR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, SHT CASE B.B. BASE REARING 7, BEARINGS, aA.5kD A`,5JMCO DATUM AND ON THE LINE SHOWN AS OASC BEARING (B.B.) DRAIN. DRAINAGE 8, ELEVATIONS, IF SHOWN. ARE BA3EV, ON NATTOW GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, U1 It.. CL I C. U IULITICHAINLINK FENCE 9. CERPOUATE OF AUTHORIZATION No, 4596, IT),(, IDP(, VUGD FENCE CONCRETE BLOCK PONT OF CURVATURE SCALE I- 1 • 20 DRAWN BY,' P.T.OF DCSC PBIN T TANGENCY DESCRIPTION @ I CERTIFIED ayay,:DATE ORDER No. 10 ADIUSRARCLINGTNPLOT PI -AN 12-03-2018 8007-18 DE TA L CHORD C14ORDDEARING NORTH e0l W, 6ukDiNGIPROPERTY DOES NOT LIE WITHW F11f. ESTABL6,ilCO? 100 YEAR FLOOD PLANE AS PER 'FIRM' T SCNMEr L S. j 4 14 MES , R z( 11NE "x" MAP # 12117CO09OF (09-26-07) IAMES W. SC011 R S # 4601 12/19/2018 tea Parcel information SCPA Parcel View: 17-20-31-5VC-0000-0320 Rrot y Re ord Card Parcel: 17-20-31-5VC-0000-0320 Property Address: 3757 HANWORTH LOOP SANFORD, Ft_ 32773 Value Summary 0-0320 2019 Working 2018 Certified Values Values PROJECT I LLC I Valuation Method Cost/Market Cost/Market i LOOP SANFORD, FL 32773 Number of Buildings r 0 0 UITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value SERVE Depreciated EXFT Value Land Value (Market) 67,000 67,000 ` DENTIAL _ Land Value Ag Just/Market Value `° 67,000 67,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 67,000 67,000 i Tax Amount without SOH: $1,257,55 20181 Bi I Amount $1,257.55 Tax Estimator Save Our Homes Savings: $0.00 it ry rrr Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 32 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,0O0 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 67,000 0 67,000 Sales i Description Date Book Page Amount Qualified Vac/Imp i i No Sales LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: _t._L; ', s j 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): CI The specific permit and application for work located at: St -re —a Address) Expiration Date for This Limited Power of Attorney: l 2/31/2,01,19 License Holder Name: Scott James Faber State License Number: CGC1517157 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange__. The foregoing instrument was acknowledged before me this day of 200 18 by Scott James Faber who is Z' or 0 who has produced identification and who did (di Notary Seal) KRISTIN R FERRILL Commission # GG 233069 Expires July 11, 2021 Rev. 08.12) Print or type narne Notary Public - State of Commission No. My Commission Expires: as FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot32KensingtonReserveEsteroBayMGRE Builder Name: RYAN HOMES Street: 3757 Hanworth Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2576.7 sqft.) Insulation Area 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1320,00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 888.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13,0 368.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1785.0 sqft.) Insulation Area 5. Is this a worst case? Na a. Under Attic (Vented) R=38.0 1745.00 ft2 6. Conditioned floor area above grade (ft2) 2823 b. Knee Wall (Vented) R=19.0 40.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11, Ducts R ft2 7. Windows(774,3 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 219A a. U-Factor: Dbl, U=0.35 58215 ft2 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 345.2 SHGC: SHGC=0.29 b, U-Factor: Dbl, U=0.62 192.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 23.4 SEER:15,00 b, Central Unit 28.4 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 212 HSPF:8,50 SHGC: b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3,982 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2823.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1097.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1078.00 ft2 None c. other (see details) R= 648.00 ft2 15. Credits Pstat Glass/Floor Area: 0.274 Total Proposed Modified Loads: 79.49 PASSTotalBaselineLoads: 80.94 1 hereby certify that the plans and specifications covered by Review of the plans and viE Sz this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates 0, SA calculation compliance Z" with the Florida Energy Code. PREPARED BY: DATE: 1,216/1& JordanAiert_-y_____, Before construction is completed this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as designed, the Florida Energy Code. is in compliance Florida Statutes. with WV1 OWN E R/AG ENT: BUILDING OFFICIAL: DATE. 12/6/2018 Compliance requires certification by the air handier unit manufacturer that the air handier 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). 12/6/2018 11:27 AM EnergyGauge@ USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 SQ.FT CALC.'S IST. FLR LIvSNG 1031 50. FT, 2ND. FLR L111W, I126 SC2 FT. TOTAL LIVING 2523 SCE. FT. 2-CAR t T4,10E''. GARAGE 635 SO FT. ENTRY 116 5Q FT. j LANAI i0o 5t2 FT. TOTAL 3614 SQ_ FT. EXTERIOR "A60NRY NO>._ PRIGR TO DRYUiALL WALL BR-, 74EiG4_15 1N5T4LL4TION ALL FR4MING I MEMBERS FRO i TUE FIN15*- 2'-0' ANDFLOORWILLBESPRAYED TREATED Uff BORATE A TERMITE 9'-4' BR-, TREATED 5P'R4Y j f7TTTTTTT LOAD BRa. WALL fiiBT FLR_W W CALC93 COti&-CFBiT AND C LADDNQ WIND LOADS BASIC WND EXPOSUEE FOR 3 SECOND GUM C/dl. f WWORSAGEDeSGnATIJN ZOfB W" KTQ 6'-0'x9'-0' i ii2 ` 24$/ -302 2 ( 3 30em oR 4 - 26.31 -29f4 3 T -- i9 + 26-SF4 -38b 4 34 ( f2) 25-5+4 4 26 f -29.4 213/ -352 6 34 (2) 25-5*- 4 26.91 -24 f 49 I 6080 SC-D. > 26.4/ -333 WIND DESIGN CRITERIA A BA51C WIND SPEED MFW (3 6EC0ND GUSTF VJLT.i50 / VASD-ifb MP14 B, NTERNAL PRE_-,eL E COEF =CENT-- .i9 G. RS&G CATEGORY -TYPE it EXPOSURE CATEGORY C NO'E. VALUE-6 FOR Ca-s0*:r:T5 4 CL4Z>DW. PRES&!RE ARE BASED ON TWE Vuit DE5'C W'hD SPEED. FEICK 6 TL ED. (2011) AL. OW5 TPESE PRES&JRES TO BE MULT4PLfED BY 0h TO Y"E. T«1E ALLOWABLE OR NOMINAL TE5TED VALUES USED BY PRODUCT MANp1FACF;lRERS. DBLTOP PLATE 2 4wr CI)CABINET_SECTION v ARCH _DETAIL 6t i 0 3) ARCH DETAIL ARCH DETAIL ARCH_DETAIL s 30'-0 i C iT ii 6 2) 25-5H DINETTE E-I lu I E7 ouLD FAMILY. EM. E LANAI I l0'-O'x20'-0' I 9'-4' CLG. I V O Lu DU ! I 51 uc R/T a KITCHEN r. 6 I , -42 F.16I-4' z F---al 'RA1_NG I -CAR 7 F05T TANDEM GARAG.-- 4.4 R/TLBW, G ^ 414 F05T l € T. CABINET € ( II L. _ _ I I m CROLN 66 R-t544 PIFDR. JjJj I l v -s cL DINING_[2M, u 9`-4' GLG. (. 4 o' Q . 8Icy Ran F c STUDY hW FOYER rua 2 0'x9'-6' F!'" TK'-30'xT -0'- I TfLE) 1 - FP <ss 2-CAR GARAGE 2) 26-SF4- I i 9'-4' GLG. 12 3 ,L, 0 INTERLIENTRY BLc_< l ts.-a•xb u/ ADJACENT WALLm' AND FILL SOLlDff _."cl_--- ------ LNE OF 2ND. FLR ABY. r k X E' coLLre IV VENEER Q t YR xt/ i2'C.'?u' ABOVE ICTYP 2I _._. i r---- ---- ------ - - -all O 8' FIRST FLOOR PLAN ELEVATION M VENEER e A R C H I T E C T S 1 e in Grou n! 1-1 N. RONALD REAGAN BLVD. LONG OD, FL 32750 P , 407-776 78 W, F"% 07-77A 78traesigngrcuocem AA •: M03325 SLTSDM & LOOT: KENSINGTON RESERVE LOT 32) MODEL: ESTERO BAY VERSION#02) PR03ECT R2065. 032/0000I PAGE: FIRST FLOOR PLAN ARC*I T STATE of -R.- MA DATE: 12/5/16 SCALE: I/4"--r-O„ SHEET 3 or SECOND RR. YANDQW-99-04 COWONEN'r AND CLADDING WIND LOADS BASIC WIND EXPORW FOR 3 SECOND OUSTS CALL# Wwm Fc).mA,3q DESKINATM IIIPHwm i 30 2 15 4 28bf -31.1 3 12 (TEMPS 5 29,1/ 4 -311445EGS',E,55 3050-$N 4 28,9,/ -3!.! EGRESS IF, 4 2ar.1 -3U I--- — 4- - ---------- 15 f 3o50-s- i 3050-SH S 28k,/ -31Z 4 266/ -3i", io IS 3050 5N Er. f;ZE 55 WIND DESIGN CRITERIA A B451C W'sn SPEED M-P (3 SECOND sj5-1 VULT.150 / VA-DV-% B. N—MFZNAL -R!EE,5uF;F CONSENT.. le, ce, R;$K, CATEGORY. YTI-E it D. EXPOSURE CATEGORY C NOTE: VALLEE, FOR COMPONENTS i CLADI D11W. FfRfFsek, AIZE BASEDON TPE V.1t DESIGN W(ND SPEED. FEICJR, 6T4 E:::,, (2011; ALLOWS TPESE PRESSURES TO BE MULTIPLIED BY Ob TO ET T3- TESTED VALUES U5=-r) ByALLOWABLEORNOMINALTEST 4 O,BATH EGRESS UL EGFP55 C. LG. 4- 5W OWNER'S SUITE WAX, TRAYC- LC-. t20 4x4 F- 05T W. I.C. 6'- 0' CLG. ToL L— a'- Ol CLr., 4 V. LAV. TUB 7- 1 IAUN. < 61 -C. CLS. 4 S L r.. A 4- 0 T-- 1 2 - 3.._'Y T'Cz' 3. _8 . -g• _F.9 61 ...- a 2' _.._. ....._._F d p 42' Hfr,4 R4UW, ATT! C, 4- 0 POE, 5'- 0'GLG. A R C N I T E C T S GZSOn n1 RONALD REAGAN BLVD LONG OD,FL32750 PH 40 -77 RDRM,jL4 Poe,-, 0- P05T RDRM, jL4 Poe,-, 0- P05T LOFT T 4 0" 0, L, 24: lo, OF IST: FLIk BEL15iij LINE OF 15T. FLFZ BELOW SECOND FLOOR PLAN 46I N. 46078 FAX 407 774 78 b.&wgm—P k* 0003325 8E E I0 c LOT: N KENSINGTON RESERVE LOT 32) MODE1. 4 ESTERO BAY VERSION# 02) PROJECT#, R2065.032/ 00001 PAGE. SECOND FLOOR PLAN DATE: 12/5/ 18 I'-O SHEET 4 or SCALE: 1/4"= LOT:N KENSINGTON RESERVE LOT 32) MODE1. 4 ESTERO BAY VERSION# 02) PROJECT#, R2065.032/ 00001 PAGE. SECOND FLOOR PLAN DATE: 12/5/ 18 I'-O SHEET 4 or SCALE: 1/4"= RT'CUK) (""Opy FARM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot32KensingtonReserveEsteroBayMGRE Builder Name: RYAN HOMES Street: 3757 Hanworth Loop Permit Office* 4 7 9 3City, State, Zip: Sanford , FL , 32773 Permit Number:# Owner: Jurisdiction: 691000 Design Location: FL, Sanford County: Seminole (Florida Climate Zone AY1. New construction or existing New (From Plans) 9. Wall Types (2576,7 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=110 1320,00 ft' b. Concrete Block - Ink Insul, Exterior R=4.1 88833 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 3.0 368.33 ft' 4. Number of Bedrooms 4 d, N/A R= ft2 10. Ceiling Types (1785.0 sqft.) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=38.0 1745,00 ft' 6. Conditioned floor area above grade (ft') 2823 b. Knee Wall (Vented) R=19.0 40.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(774.3 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 219.4 a. U-Factor: Dbl, Ll 582.25 ft2 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 345.2 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 192.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 23.4 SEER:15.00 b. Central Unit 28.4 SEER:15.00 c, U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 23,2 HSPF:8.50 SHGC: b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3.982 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a, Electric Cap: 50 gallons 8. Floor Types (2823.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1097.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1078.00 ft2 None c. other (see details) R= 648,00 ft' 15. Credits Pstat Glass/Floor Area: 0,274 Total Proposed Modified Loads: 79.49 PASSTotalBaselineLoads: 80,94 I hereby certify that the plans and specifications covered by Review of the plans and T'RE S'r this calculation are in compliance with the Florida Energy specifications covered by this X f- Code. PREPARED BY: donHenryBefore calculation indicates compliance with the Florida Energy Code. construction is completed DATE: 12/6118- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/ AGENT:. BUILDING OFFICIAL: 1 i 8- DATE: - ----------- -- -------------- -- ----- DATE: 5--r7 ---- - -- --- ---- - Compliance requires certification by the air handier unit manufacturer that the air handier 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). 12/ 6/2018 11:27 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot32 Kensington Reserve Este Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2823 Lot # 32 Owner Name: Total Stories: 2 Block/Subdivision: KensingtonReser of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3757 Hanworth Loop Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1097 10202.1 2 Block2 1726 13808 SPACES Number Name- Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated I 1st Floor 1097 10202.1 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1726 13808 No 1 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 105 ft2 19 0 0 1 2 Floor over Garage 2nd Floor ---- ---- 543 ft2 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulatio 1st Floor 102.5 ft 0 1097 ft2 0.3 0 03 4 Floor Over Other Space 2nd Floor ---- ---- 1078 ft2 0 0.3 0 0.7 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1890 ft2 364 ft2 Medium N 0.85 N 0.85 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC Full attic Vented 300 1745 ft2 N N 12/6/2018 11:27 AM EnergyGauge@ USA 6.0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 FnRM R4n,9-2nl7 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 2nd Floor 19 Batt 8 ft' 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 2 ft2 0.11 Wood 3 Knee Wall (Vented) 2nd Floor 19 Batt 8 ft2 0,11 Wood 4 Knee Wall (Vented) 2nd Floor 19 Batt 2 ft2 0.11 Wood 5 Knee Wall (Vented) 2nd Floor 19 Batt 8 ft2 0.11 Wood 6 Knee Wall (Vented) 2nd Floor 19 Batt 2 ft' 011 Wood 7 Knee Wall (Vented) 2nd Floor 19 Batt 8 ft' 0.11 Wood 8 Knee Wall (Vented) 2nd Floor 19 Batt 2 ft2 011 Wood 9 Under Attic (Vented) 2nd Floor 38 Blown 1745 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To . ..... Walt, Space R-Value-- Ft- In,, Ft In Area R=.Vatue-,Fraction, Absor, Grade% -- I N Exterior Frame - Wood 2nd Floor 13 42 0 8 0 336.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4,1 10 0 8 8 867 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 0 8 8 173.3 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 42 0 8 0 336.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 8 8 364,0 ft' 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 41 30 6 8 8 264.3 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 42 6 8 8 368.3 ft' 0 0.23 0.01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 8 213 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0,35 0.29 N 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.62 0.29 N 192.0 ft2 11 ft0in Oftl in Drapes/blinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0,29 N 40.0 ft2 1 ft 0 in 1 ft0in Drapes/blinds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 60.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 60.0 ft2 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.35 0,29 N 64.8 ft' 7 ft 0 in 0 ft 1 in Drapes/blinds Exterior 5 7 S 5 Vinyl Low-E Double Yes 0.35 0,29 N 60,0 W 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 S 6 Vinyl Low-E Double Yes 0.35 019 N 64.8 ft' 1 ft0in 10ft9in Drapes/blinds Exterior 5 9 W 7 Vinyl Low-E Double Yes 035 0.29 N 48.0 W 1 ft 0 in I ft 0 in Drapes/blinds Exterior 5 10 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 60.0 ft2 1 ft 0 in I It 0 in Drapes/blinds Exterior 5 11 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft' 1 ft 0 in 10 ft 9 in Drapes/blinds Exterior 5 12/6/2018 11:27 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE VFloor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 635 ft2 635 ft2 80.67 ft 9.3 ft INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000378 2801.2 153,78 289.21 1925 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts Electric Heat Pump/ Split HSPF:8.4999 23.2 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.4999 28 kBtu/hr 2 sys#2 COOLING SYSTEM System Type 111-- - --- ------- Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 23.4 kBtu/hr 702 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 15 28.4 kBtu/hr 852 cfm 0.75 2 sys#2 HOT WATER SYSTEM V System Type SubType Location EF Cap -U-se, "Set-PInt, 'Conservation I 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool I Attic 6 219A ft Attic 54.85 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 345.2 ft Attic 86.3 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 12/6/2018 11:27 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FIaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Prograrnable Thermostat, Y Ceiling Faris: Cool ng anrJanFebFMarApr Ma Jun JulJurj Au Se p Octov Dec Heat ng Xj Feb jXj j A I IM y Junrj JuljXj Au Se prj xi Oct Nov Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft, 0 ft 0.3 1st Floor Default lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 12/6/2018 11:27 AM EnergyGauge@ USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2O17EPLDISPLAY CARD ENERGY PERFORMANCE LEVEL (EPU) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =9G The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1._New1FrIomlPlan$ 12, Ducts, location &insulation level a) Supply ducts R6,g 2. Single-family ormultiple-family 2._Single±-fami y b)Return ducts R6.0 o) AHUlocation 2ndF|nor 3. No. ofunits (if mu|tip|e-family) 3,1__ 4.Number ofbedrooms 4.£__ 13.Cooling system: Capacity___1L.8 a)Split system SEER 15,0 5. (othis oworst case? (yes/no) 5.No_ b) Single package SEER______ c)Ground/water source SEER/COP_____ 6,Conditioned floor area ( aq. ft.) 0.2823 d}Room uniVPTAC EER_____ o>Other 7.Windows, type and area a)U-factor(weighted average) 7a.&41I_ b)Solar Heat Gain Cnoffioimnt(SHGC) 7U.0L290l_ 14. Heating system: Copaoity___1.2 c)Ama 7o.774. 3_ a)Split system heat pump MSPF8.5 b)Single package heat pump MOPF_____ 8, Skylights c) Electric resistance COP_____ a)U4actur(weighted average) 8a NA_ d>Gas furnace, natural gas AFUE_____ b)Solar Heat Gain Coefficient (GHGC) 8bNA_ a)Gas furnace, LPG AFUE_____ 0Other S. Floor type, insulation level: a)8|ob-on- grade(R-va|ue) 9u 0.0L b)VVuud. xa|aed( R-va|ue) 9b.19.0_ 15. Water heating system o)Concrete, raised (R- vo|ue) 9o a)Electric resistance EFU95 b)Gas fired, natural gas EF____ 1O.Wall type and insulation: o)Gas fired, LPG EF_____ A. Exterior: d)Solar system with tank EF______ 1.Wood frame (insulation R'va|ue) 10A1.13.0 e)Dedicated heat pump with tank EF___ 2. Masonry (Insulation R- va|u*) 1OA2 4.1 0Heat recovery unit HaatRec%_____ B. Adjacent: Q)Othar 1. Wood frame (Insulation R- ve|ue) 1081 I3.I__ 2. Masonry (Insulation R+m| ue) 1082,______ 16. HVAC credits claimed (Performance Method) 11.Ceiling type and insulation level a)Ceiling fans a)Under attic 1la, 38. l_ h)Cross ventilation Ng b>Single assembly 11b`o)Whole house fan No c)Knee walls/skylight walls 11u. 19.0_ U)MuNzonecooling credit d)Radiant barrier installed 11d.1. a) Mu/hzon*heating credit 0Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT, I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will beinstalled (or exceeded) inthis home before final inspection. Otherwise, anew EPL Builder Signature: - Date: 12/6/2018 Address of New Home: 3757 Hanworth Loop City/FL Zip: Sanford, FL 32773 DEL -AIR Manual S Compliance Report ZONE 01 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 VVeb: WWW.DEL-AIR.COM For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Design Conditions Job: Lot32KensingtonReserv... Date: 8-30-11 By: EJH Outdoor design DB- 93.0°F Sensible gain: 17617 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.2°F Latent gain: 2119 Btuh Entering coil WB: 63.3°F Indoor design DB: 75VF Total gain: 19736 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A Actual airflow: 780 cfm Sensible capacity: 19623 Btuh 111% of load Latent capacity: 3005 Btuh 142% of load Total capacity: 22628 Btuh 115% of load SHR: 87% Design Conditions Outdoor design DB: 40.9°F Heat loss: 18198 Btuh Entering coil DB: 67.8°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A Actual airflow: 780 cfm Output capacity: 23200 Btuh 127% of load Capacity balance: 35 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 780 cfm Output capacity: 4A kW 83% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. w ghftoft" rl 2018-Dec-06 11:51:55 10 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 1 i3ayMGREkLot32Kensit)gtonReserveEstero6ayMGRE.rup Calc = MJ8 Front Door faces: E K Job: LotMensingtortReserv... 0 'DEL -AIR Manual S Compliance Report Date: 8-30-11 ZONE 02 By: EJH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Vkab: WWW.DEL-AIR.COM Project Information For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 22030 Btuh Entering coil DB: 77.7°F Outdoor design WB: 75.2°F Latent gain: 2432 Btuh Entering coil WB: 616'F Indoor design DB: 75.0°F Total gain: 24461 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Sensible capacity: 24871 Btuh 113% of load Latent capacity: 3318 Btuh 136% of load Total capacity: 28189 Btuh 115% of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 16945 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Output capacity: 28000 Btuh 165% of load Capacity balance: 29 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model. - Actual airflow: 947 cfm Output capacity'. 4.2 kW 85% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. wrightsoft-, 2018-D ec-06 11:51 . 55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 2 Bay MGRE\Lot32KensingtoiiReserveEsteroBayMGRE.rup Galc = MJ8 Front Door faces: E fz Component ConstructionsQEL-AIR Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Mb: VVVvW.DLL-AlR.COM Job: LotMensington!Reserv- Date: 8-30-11 By: EJH Project Information For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Design Condons Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (T) 29 18 Latitude: 29'N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (T) 41 93 Infiltration: Daily range (T) 17 M Method Simplified Wet bulb (T) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value instal R Htg HTM Loss Clg HTM Gain fe Btuhlft'-'F ftl-'F/Btuh Bth/ft' fth Btuh/W Btu h Walls 12C-Osw 13A-4ocs 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int frish, 2"x4" wood frm, 16" o.c. stud n 338 0.091 13,0 2.65 895 2.37 801 e 239 0.091 110 2.65 633 2,37 567 s 353 0.091 13.0 2.65 935 2.37 837 w 282 0.091 13.0 2.65 747 2.37 668 all 1212 0.091 13,0 2.65 3209 2.37 2873 n 39 0.201 4.1 5.85 226 4.41 171 e 117 0,201 4.1 5.85 684 4.41 516 S 332 0.201 4.1 5,85 1940 4.41 1463 w 195 0101 4A 5.85 1142 4.41 861 all 683 0.201 4.1 5,85 3992 4.41 3011 n 5 0,049 19.0 1.43 7 2.67 13 ne 3 0.049 19.0 1,43 4 2.67 7 e 10 0.049 19,0 1.43 14 2.67 27 se 3 0.049 19.0 1.43 4 2.67 7 S 5 0.049 19,0 1.43 7 2.67 13 sw 3 0.049 19,0 1.43 4 2.67 7 w 10 0.049 19.0 1 A3 14 2.67 27 nw 3 0.049 Mo 1.43 4 2.67 7 all 40 0.049 Mo 1 A3 57 2.67 107 343 0.091 13.0 2.65 907 1.47 504 Windows 2A-2ov: 2 glazing, cir low-e outr, air gas, vni frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0,29); 1 ft overhang (5 ft window ht, 1 ft e sep); 6,67 ft head ht e s w all 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" n gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht 30 0.350 0 10.2 306 12A 371 10 0.350 0 10.2 102 34.2 342 45 0.350 0 10.2 458 34.2 1537 15 0.350 0 10.2 153 12.5 188 30 0.350 0 10.2 306 34,2 1025 130 0.350 0 10.2 1324 26.6 3462 48 0.620 0 18.0 866 17.2 827 wrightsaft-, 2018-Dec-06 11:51 :55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 1 Bay M GR F\W321<ensington R eserveFsteroBayM GR F. rup Calc = MJ8 Front Door faces: E I 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 30 0.350 0 10.2 306 34.2 1025 1/8" thk; NFRC rated (SHGC=0.29): 1 ft overhang (5 it window ht, 3.67 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 32 0.350 0 10.2 330 12.4 400 1/8" thk; NFRC rated (SHGC=0.29); 7 it overhang (5.25 it window ht, 0.08 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, s 32 0.350 0 10.2 330 13,9 450 1/8" thk; NFRC rated (SHGC=0,29); I it overhang (5.25 it window ht, w 65 0.350 0 10.2 659 34.2 2211 10.75 ft sep.); 6.67 it head ht all 97 0.350 0 10.2 989 27.4 2661 2A-2ov: 2 glazing, cir low-e outr, air gas, vnI frm mat, cir innr, 1/4" gap, w 12 0,350 0 10.2 122 34.2 410 1/8" thk; NFRC rated (SHGC=0.29); 1 it overhang (4 it window ht, 1 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type e 24 0.390 0 11.3 272 121 291 n 21 0,390 0 11.3 242 12.1 258 all 45 0.390 0 11.3 514 12A 549 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, F-38 cell ins, 1/2" 1783 0M6 3&0 0.76 1349 1.42 2529 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 105 0.050 19'0 1.45 153 0.73 76 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 543 0,050 19.0 1.45 790 0L73 395 22A-tpl: Bg floor, light dry soil, on grade depth 102 0.989 0 28.8 2936 0 0 vwrightsoft-, 2018-Dec-06 11:51:55 Right -Suite® Universal 2018 18.0.31 RSU24020 Page 2 BayM GR E\ Lot 32KensingtonReserveEsteroBay M GR E. rup Calc = MJ8 Front Door faces: E DELAIR Component Constructions ZONE 01 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI--AIR.CQM Job: Lot32KensingtonReserv... Date: 8-30-11 By: EJH Project Information For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Design Condons Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD ('F) 29 18 Latitude: 29'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 383 Dry bulb (T) 41 93 Infiltration: Daily range (T) 17 M Method Simplified Wet bulb (T) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft, Btuh*'-'F ft'-'F/Btuh BtuhV Btuh Btuhlft' BtUh Walls 13A-4ocs n 39 0.201 4.1 5.85 226 4A1 171 e 117 0101 4A 5.85 684 4.41 516 s 332 0.201 4.1 5.85 1940 4A1 1463 w 195 0,201 4.1 5.85 1142 4A1 861 all 683 0,201 4.1 5.85 3992 4,41 3011 Partitions 12C-Osw: Fmn wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 343 0.091 110 2.65 907 1.47 504 fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ovd: 2 glazing, cir low-e outr, air gas, vni frm mat, cir innr, 1/4" n 48 0,620 0 18'0 866 17.2 827 gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 it window ht, 0,08 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, e 32 0,350 0 10.2 330 12.4 400 1/8" thk; NFRC rated (SHGC=0.29); 7 ft overhang (5.25 ft window ht, 0,08 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vn1 frm mat, cir innr, 1/4" gap, s 32 0.350 0 10.2 330 119 450 1/8" thk; NFRC rated (SHGC=0.29); I ft overhang (5.25 ft window ht, w 65 0.350 0 10.2 659 34.2 2211 10,75 ft sep.); 6.67 ft head ht all 97 0,350 0 10.2 989 27.4 2661 Doors 11 DO: Door, wd sc type e 24 0,390 0 11.3 272 12.1 291 n 21 0.390 0 11,3 242 12.1 258 all 45 0.390 0 11,3 514 12.1 549 Ceilings none) Floors 22A-tpl: Bg floor, light dry soil, on grade depth 102 0.989 0 28.8 2936 0 0 wrightsoft-, 2018-Dec-06 11:51:55 Right -Suited Universal 2018 18,0.31 RSU24020 Page 3 BayMGRU\Lot32KensingtonReserveEsteroBayMGRE.rup Calc = 10,18 Front Door faces: E 1 Component ConstructionsQDEL-AIR p I r ZONE 02 DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Date: 8-30-11ensmgton eserv... By: EJH ject Informationo For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Design C• • • Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (T) 41 93 Infiltration: Daily range (T) 17 ( M } Method Simplified Wet bulb (T) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM loss Clg HTM Gain It, BtuhKe-`F ft'-'F/Btuh Btuh/ft' Btu Btuh/W Btu It Walls 12C-Osw 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions none) Windows 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 3.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors none) n 338 0.091 13.0 2.65 895 2,37 801 e 239 0.091 13.0 2.65 633 2.37 567 s 353 0.091 13.0 2.65 935 2.37 837 w 282 0.091 13.0 2.65 747 2.37 668 all 1212 0,091 13.0 2.65 3209 2.37 2873 n 5 0.049 19.0 1.43 7 2.67 13 ne 3 0.049 19.0 1.43 4 2.67 7 e 10 0.049 19.0 1.43 14 2.67 27 se 3 0.049 19.0 1.43 4 2.67 7 s 5 0.049 19.0 1.43 7 2.67 13 sw 3 0.049 19.0 1.43 4 2.67 7 w 10 0.049 19.0 1.43 14 2.67 27 nw 3 0.049 19.0 1.43 4 2.67 7 all 40 0.049 19.0 1.43 57 2.67 107 n 30 0,350 0 10.2 306 12.4 371 e 10 0.350 0 10.2 102 34.2 342 e 45 0.350 0 10.2 458 34.2 1537 s 15 0.350 0 10.2 153 12.5 188 w 30 0.350 0 10.2 306 34.2 1025 all 130 0.350 0 10.2 1324 26.6 3462 e 30 0.350 0 10.2 306 34.2 1025 w 12 0.350 0 10.2 122 34.2 410 wrilghitSio ft- 2018-Dec-06 11:51:55 A. Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 4 BayMGRE\Lot32KensingtonReserveEsteroBayMGRE.rup Cale = MJ8 Front Door faces: E Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1783 0.026 38.0 0,76 1349 1.42 2529 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 105 0.050 19.0 1.45 153 0.73 76 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 543 0,050 19.0 1,45 790 0,73 395 wrightsoft - 2018-Dec-0611:51:55 Right - Suited Universal 2018 18.0.31 RSU24020 Page 5 Bay M GR E\Lot32Kensing(onR eserveEsteroBayM GRE . rup Galc = MJ8 Front Door faces: E Project Summary Job: LotMensingtonReserv.. IODELAIR Date: 8-30-11 1 MI Entire House By: EJH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Vkb: WWW.DEL-AIR.COM For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Notes: STUDY 8-31-11 EJH RVSD: 4-18-13 JM LS 12/6/18 JH Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 'F Outside db 93 'F Inside db 70 'F Inside db 75 'F Design TD 29 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23108 Btuh Structure 24875 Btuh Ducts 12035 Btuh Ducts 13823 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35143 Btuh Use manufacturer's data y Rate/swin multiplier Equipment load 1.00 38698 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3417 Btuh Ducts 1134 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2823 2823 Equipment latent load 4551 Btuh Volume (ft3) 24110 24110 Air changes/hour 0.41 0.21 Equipment Total Load (Seril 43249 Btuh Equiv. AVF (cfm) 165 84 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref, n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwr1Sjht=4Pf1r- 2018-Dec-06 11:51:55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 1 13ayMGRE\Lot32KeiisingtotiReserveEsteroBayMGRE.rLip Cale = MJ8 Front Door faces: E Job: Lot32KensingtonReserv... DEL-AIRProject Summary Ica ZONE 01 Bate: 8-30-11 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CQDISCQ WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,CDM For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Notes: STUDY 8-31-11 EJH RVSD: 4-18-13 JM LS 12/6/18 JH Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 29 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 12550 Btuh Ducts 5648 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 18198 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heatingg Cooling Area (ft) 1097 1097 Volume (ft') 9846 9846 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 63 32 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN Model GSZ140241K AHRI ref 201664195 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 °F 8.5 HSPF 23200 Btuh @ 47°F 27 F 780 cfm 0.043 cfm/Btuh 0.30 in H2O Backup: Input = 4 kW, Output = 15086 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 12150 Btuh Ducts 5467 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17617 Btuh Latent Cooling Equipment Load Sizing Structure 1849 Btuh Ducts 270 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2119 Btuh Equipment Total Load (Sen+Lat) 19736 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN Cond GSZ140241 K Coil ASPT29614A A H R I ref 201664195 Efficiency 12.5 EER, 15 SEER Sensible cooling 17550 Btuh Latent cooling 5850 Btuh Total cooling 23400 Btuh Actual air flow 780 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwr1S1 tt=c f* 2018-Dec-06 11:51:55 Right-Sui(00 Universal 2018 18.0.31 RSU24020 Page 2 f3ayMGREVLot32KensingtonReserveEsteroBayMGRE.rup Calc = M,IS Front Door feces: E Project Summary Job: Lot32Ken sin gton Reserv.. Date: 8-30-11 ZONE 02 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AlR,COM For: RYAN HOMES, Lot32Kensin tonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 Notes: STUDY 8-31-11 EJH RVSD: 4-18-13 JM LS 12/6/18 JH Design Information I Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 'F Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 10557 Btuh Ducts 6387 Btuh Central vent (0 cfm) 0 Btuh pone) Humidification 0 Btuh P113199 0 Btuh Equipment load 16945 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolin Area (fl:2) 1726 17A Volume (ft3) 14264 14264 Air changes/hour 0.43 0.22 Equiv. AVF (cfm) 102 52 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN Model GSZ140301K AHRI ref 201664209 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.5 HSPF 28000 Btuh @ 47°F 27 OF 947 cfm 0.056 cfm/Btuh 0.40 in H2O Input = 4 kW, Output = 14357 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 13335 Btuh Ducts 8694 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swingmultiplier 1.00 Equipment load 22030 Btuh Latent Cooling Equipment Load Sizing Structure 1568 Btuh Ducts 864 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2432 Btuh Equipment Total Load (Sen+Lat) 24461 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN Cond GSZ140301K Coil ASPT37C14A AHRI ref 201664209 Efficiency 12.5 EER, 15 SEER Sensible cooling 21300 Btuh Latent cooling 7100 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-06 11:51 55 4- Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 3 BayMGRE\Lot32KensingtonReserveEsteroBayMGRE.rLip Calc=M,18 Front Door faces: E DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI--AIR.COM Job: LotMensington!ReservelEs Date: 8-30-11 By: EJH 1 Room name Entire House ZONE 01 2 Exposed wall 275.0 ft 102.Q ft 3 Room height 8.3 ft 8.7 ft 4 Room dimensions 5 Room area 2919.1 It' 1136.1 it' Ty Construction U-value Or HTM Area M Load Area (ft') Load number Btuh/ft'-"F) Btuhlft' or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 T___G 12C-0sw 0.091 n 2.65 Z37 368 338 895 801 0 0 0 0 2A-2ov 0.350 n 10.18 12.36 30 0 306 371 0 0 0 0 t-o 13A-flocs 0.201 n 5.85 4,41 87 39 226 171 87 39 226 171 2A-2ovd 0.620 n 18.04 17.22 48 0 866 827 48 0 866 827 11 W 16B-1 gad 0.049 n 1.43 2,67 5 5 7 13 0 0 0 0 W 1613-19ad Q.049 ne 1.43 2,67 3 3 4 7 0 0 0 0 W 12"sw 2A-2ov 0.091 0,350 e a 2,65 10A8 2.37 34,15 324 10 239 0 633 102 567 342 0 0 0 0 0 0 0 0 2A-2ov Q.350 e 10,18 34AS 45 0 458 1537 0 0 0 0 2A-2ov 0,350 e 10.18 34.15 30 0 306 1025 0 0 0 0 13A-flocs 0.201 e 5.85 4.41 173 117 684 516 173 117 684 516 2A-2ov 0.350 e 10.18 12.36 32 32 330 400 32 32 330 400 11DO 0.390 e 11,35 12.11 24 24 272 291 24 24 272 291 W 16B-1 9ad 0,049 e 1.43 267 10 10 14 27 0 0 0 0 W 1613-19ad 0.049 se 1,43 2.67 3 3 4 7 0 0 0 0 T__G 12C-Osw 0.091 a Z65 2,37 368 353 935 837 0 0 0 0 2A-2ov 0,350 s 10,18 12:54 is 13 153 188 0 0 0 0 W L--G 13A-4ocs 0.201 s 5,85 4.41 364 332 1940 1463 364 332 1940 1463 2A-2.v 0.350 s 1018 13,89 32 0 330 450 32 0 330 450 W 1613-1 gad 0.049 s 1.43 2.67 5 5 7 13 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 3 3 4 7 0 0 0 0 12C-Osw 0.091 W 2.65 2.37 324 282 747 668 0 0 0 0 2A-2ov 0.350 W 110A8 34.15 12 0 122 410 0 0 0 0 2A-2ov 0,350 w 10,18 34,15 30 0 306 1025 0 0 0 0 W 13A-flocs 0.201 w 5.85 4.41 260 195 1142 861 260 195 1142 861 1--.G 2A-2ov 0,350 w Mia 34.15 65 0 659 2211 65 0 659 2211 W 16B-19ad 0.049 w 1,43 2.67 10 10 14 27 0 0 0 0 W 1613-19ad Q.049 nw 1.43 2.67 3 3 4 7 0 0 0 0 T-D 12C-Osw 0.091 2'65 1,47 364 3,43 907 504 364 343 907 504 11DO 0.390 n 11.35 12,11 21 21 242 258 21 21 242 258 C 1613-38ad 0,026 0.76 1.42 1783 1783 1349 2529 0 0 0 0 F 20P-19t 0,050 1,45 0.73 105 105 153 76 0 0 0 0 F 20P-19t 0.050 1.45 0.73 543 543 790 395 0 0 0 0 F 22A-tpl Q989 28,78 0,00 1135 102 2936 0 1135 102 2936 0 6 c) AED excursion 0 610 Envelope loss/gain 17845 18828 10534 8561 12 a) Infiltration 5263 1667 2016 639 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants Q 230 6 1380 5 1150 Appliances/other 30001 1800 Subtotal (lines 6 to 13) 23108 24875 12550 1 12150 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23108 24875 12550 12150 15 Ductioads 1 52% 57% 12035 13823 45 45% 5648 5467 Totalt. Total room load 3514311 3869898 18198 17617 requiredreq_ui_re 1727 1727 780 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A&- VWr*0#'Meft' 2018-Dec;-06 11:51:55 Right-SuiteO Universal 2018 18,0,31 RSU24020 Page 1 F3ayMGRE\Lot32KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 Front Door faces: E Right-JO WorksheetW)DEL-AIR00*4141MV0011*01M Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Mh: VVV\/W.DEL-AIR,COM Job: LoMlKensingto n ReserveEs Date: 8-30-11 By: EJH 1 Room name ZONE 02 2 Exposed wall 173,0 ft 3 Room height 0 ft 4 Room dimensions 5 Room area 1783.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number Btuh/W-'F) Btuh/ft') or perimeter (ft) Elt h) or perimeter Heat cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 T_G12C-Osw 0,091 n 2,65 2.37 368 338 895 801 2A-20V 0.350 n 10A8 12,36 30 0 306 371 w 13A-flocs 0.201 n 5.85 4,41 0 0 0 0 L-G 2A-2ovd 0.620 n 18,04 17,22 0 0 0 0 11 w 16B-1 9ad 0.049 n 1.43 2,67 5 5 7 13 W w 16B-19ad 120-Osw 0.049 0.091 ne e 1.43 2,65 2,67 2.37 3 324 3 239 4 633 7 567 2A-2ov 0.350 e 10.18 34.15 10 0 102 342 2A-2ov 0.350 e 10.18 34.15 45 0 458 1537 2A-2ov 0,350 e 1018 34.15 30 0 306 1025 13A-flocs 0.201 e 5.85 4.41 0 0 0 0 2A-2ov 0,350 e 10,18 12,36 0 0 0 0 11DO 0.390 e 11.35 1211 0 0 0 0 w 16B-19ad 0,049 e 1,43 2.67 10 10 14 27 w 166-19ad 0,049 se 1,43 2.67 3 3 4 7 t-•-G 12C-Osw 0*091 S 2,65 2,37 368 353 935 837 2A-2ov 0, 350 a 10.18 12.54 15 13 153 188 w 13A-flocs 0.201 s 5.85 4.410 0 0 0 L--G 2A-2., 0.350 s 10.18 1189 0 0 0 0 w 16B-19ad 0,049 s 1,43 2.67 5 5 7 13 w 168-19ad 0,049 sw 1.43 2,67 3 3 4 7 IL212C-Osw 0.091 w 2,65 2.37 324 282 747 668 2A-2ov 0.350 w 10.18 34.15 12 0 122 410 2A-2ov 0.350 w 10.18 34.15 30 0 306 1025 w L__G 13A-flocs 0.201 w 5.85 4.41 0 0 0 0 2A-2ov 0,350 w 10.18 34.15 0 0 0 0 w IGB-19ad 0,049 w 1.43 2.67 10 10 14 27 w 16B-19ad 0.049 nw 1.43 2.67 3 3 4 7 L-D 12C-Osw 0'091 2,65 1,47 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 C 16B-38ad 0,026 0,76 1.42 1783 1783 1349 2529 F 20P-19t 0,050 1,45 0,73 105 105 153 76 F 20P-19t 0.050 1,45 0,73 543 543 790 395 F 22A-tpl 0,989 28,78 OM 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 7310 10876 12 a) Infiltration 3247 1029 b) Room ventilation 0 0 13 1 ntemal gains: Occupants @ 230 1 2301Appliances/other 1200 Subtotal (lines 6 to 13) 10557 13335 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 10557 13335 15 Duct loads 61% 651% 6387 8694 Total room load - w 1 169451 22030 reAir '.'red (' 947 9471 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-06 11:51:55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 2 BayMGRF\Lot32KensirigtonReserveEsteroBayMGRE.rup GaIc = MJ8 Front Door faces: E qy) ,QEL-AIR Right-JO Worksheet ZONE 01 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Tax: 407-333-3853 \Ateb; WWW.DEL-AIR.COM Job: Lot32Ken singto n ReservelEs... Date: 8-30-11 By: EJH 1 Room name ZONE 01 KIT/DINETTE 2 Exposed wall 102,0 It 33.5 ft 3 Room height 8,7 ft 8.7 ft heat/cool 4 5 Room dimensions Room area 1136.1 ft2 13.5 x 20,0 ft 270.0 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft') Load number Btuh/W F) Btuh/ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Neat Cod Gross N/P/S H.._tF CO., Gross N/P/S Heat cool 6 UfJ 12C-0sw 0910.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,350 n 0.00 0.00 0 0 0 0 0 0 0 0 W L-3 13A-flocs 2A-2.vd 0.201 0.620 n n 5,85 18,04 4.41 17,22 87 48 39 0 226 866 171 827 0 0 0 0 0 0 0 0 11 w 1613-19ad 0,049 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-1 9ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 e 0.00 0,00 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0 13A-flocs 0.201 e 5.85 4,41 173 117 684 516 0 0 0 0 2A-2ov 0.350 e 10.18 12.36 32 32 330 400 0 0 0 0 D 11DO 0,390 e 11.35 12.11 24 24 272 291 0 0 0 0 W 1613-19ad 0.049 e 0,00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 T 12C-Osw U91 s OO 0.00--G 0. 00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 s 0,00 0.00 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 s 5.85 4.41 364 332 1940 1463 173 173 1014 765 1--- G 2A-2.v 0.350 a 1018 13.89 32 0 330 450 0 0 0 0 W 168-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw OM 0.00 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2ov 0. 091 0. 350 w w 0. 00 0. 00 0, 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 w 1---G 13A-flocs 0.201 w 5.85 4,41 260 195 1142 861 117 85 495 373 2A- 2.v 0.350 w 10.18 34.15 65 0 659 2211 32 0 330 1106 W 1613-19ad 0,049 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0,049 nw 0.00 0.00 0 0 0 0 0 0 0 0 T 1 2C-Osw 0.091 2.65 1.47 364 343 907 504 0 0 0 0 11130 0,390 n 1L35 12.11 21 21 242 258 0 0 0 0 DC 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP-1 9t 0,050 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 OM 0 0 0 0 0 0 0 0 F 22A-tpI 0.989 28,78 0,00 1135 102 2936 0 270 34 964 0 6 c) A ED excursion 6101 411 Envelope loss/gain 10534 8561 1 2803 2655 12 a) Infiltration 2016 639 662 210 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/ other 1800 1200 Subtotal ( lines 6 to 13) 12550 12150 3465 4065 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12550 12150 1465 4065 15 Duct loads 45% 45% 5648 5467 45%1 45% 15591 18291 Total room load 18198 17617 5024 5894 Air required (cfm) 780 780 215 15] 2 261Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- Right- SuitedUniversal 2018 18.0 31 RSU24020 2018- Dec-06 11:51:55 Page 3 BayMGRE\ Lot32Kensi"gtonReserveEsteoBayMGRE.0p Calc = MJ8 Front Door faces: E DEL -AIR Right-JO Worksheet ZONE 01 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, Fl. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Wen: WWW,DEL-AIR.COM Job: Lot32 Ken sing ton ReserveEs Date: 8-30-11 By: EJH I Room name FAMILY DIN/FOY 2 Exposed wall 26.5 it 18.0 it 3 Room height 8.7 It heat/cool 8.7 ft heat/cool 4 5 Room dimensions Room area 16,5 x 24.5 ft 404,3 it' 1.0 x 291.5 It 291,5 It' Ty Construction U-value Or HTM Area qt Load Area (ft') Load number Btuh/ft'-'F) BtuhlitI or perimeter (ft) Btuh) or perimeter (ft) 13tuh) Heat cool Gross N/PIS Heat Cool Gross N/PS Heat Cool 6 Utl 12C-Osw 0,091 n 0,00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0,350 n 0,00 0.00 0 0 0 0 0 0 0 0 W 13A4ocs 0.201 n 5.85 4.41 87 39 226 171 0 0 0 0 1--- G 2A-2.vd 0.620 n 18.04 17.22 48 0 866 827 0 0 0 0 11 W 16B-19ad 0,049 n 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 0,00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw O, 091 e 0,00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 e 0.00 Q 00 0 0 0 0 0 0 0 0 2A- 2ov 0,350 e 0.00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0 0. 201 e 5.85 4.41 0 0 0 0 56 32 189 143 TL313A-flocs 2A- 2ov 0.350 e 10.18 12.36 0 0 0 0 0 0 0 0 D 11DO 0.390 e 11.35 12.11 0 0 0 0 24 24 272 291 W 16B-19ad 0.049 e 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 se 0.00 0.00 0 0 0 0 0 0 0 0 vV 12C-()Sw Q091 s 0.00 0,00 0 0 0 0 0 0 0 0 G 2A-2ov 0.350 s 0,00 0,00 0 0 0 0 0 0 0 0 W 13A-flocs 0.201 s 5,85 4.41 0 0 0 0 100 67 394 297 L- G 2A-2ov 0.350 s 10A8 13.89 0 0 0 0 32 0 330 450 W 1613-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C- Osw 0,091 w 0,00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 W 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-flocs 0.201 w 5.85 4.41 143 ill 647 488 0 0 0 0 1--- G 2A-2ov 0.350 w 10.18 34.15 32 0 330 1106 0 0 0 0 W 16B-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 rrw 0,00 0,00 0 0 0 0 0 0 0 0 T- D 12C- Osw 0*091 2.65 1,47 126 126 333 185 147 126 334 185 11DO 0.390 n 11.35 12.11 0 0 0 0 21 21 242 258 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP-1 9t 0,050 0.00 OX)o 0 0 0 0 0 0 0 0 F 20P-19t 0,050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpI 0,989 28.78 0.00 404 27 763 0 292 18 518 0 6 c) AED excursion 2371 16 Envelope loss/gain 3164 3013 2279 1639 12 a) Infiltration 524 166 356 113 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 4 920 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 3688 4099 2634 1982 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3688 4099 2634 1982 15, Duct oads 1 45% 1 45%1 1660 1844 45%1 45% 1 11851 8921 Total room load 5348L_5!9W 38,!20 jj2874Air required (cfm) 229 263 164 127 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wort ft eoft' 2018-Dec-06 11:51:55 Right-& JiteO Universal 2018 18,0.31 RSU24020 Page 4 BayMGRE\ Lot32KensingtonReserveEsteroBayMGRE.rup Calc = M,18 Front Door faces: E CE Right-JO Worksheet ZONE 01 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: LotMensingto n ReservelEs Date: 8-30-11 By: EJH 1 Room name POWDER STUDY 2 Exposed wall 0 ft 24,0 ft 3 Room height 8.7 ft heat/cool 8.7 ft heat/cool 4 Room dimensions 5,5 x 5.0 ft 13,5 x 10.6 ft 5 Room area 27.5 ft' 142.9 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number Btuh/ft'-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool GrossN/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 0.00 0,00 0 0 0 0 0 0 0 0 2A- 2ov Q 350 n 0,00 0,00 0 0 0 0 0 0 0 0 W L- 133 13A- flocs Q.201 n 5.85 4.41 0 0 0 0 0 0 0 0 2A- 2.vd 0.620 n 18,04 17,22 0 0 0 0 0 0 0 0 W 11168-19ad 0.049 n 0,00 Q00 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 ne 0,00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 e 0,00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 e 0.00 0,00 0 0 0 0 0 0 0 0 13A- flocs 0,201 e 5.85 4.41 0 0 0 0 117 85 495 373 2A- 2ov 0.350 e 10.18 12.36 0 0 0 0 32 32 330 400 11DO 0.390 e 11.35 12.11 0 0 0 0 0 0 0 0 W 1613-1 9ad 0,049 e 0.00 0.00 0 0 0 0 0 0 0 0 W 168-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 12C- 0sw 0'091 S 0J00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 S 0.00 0.00 0 0 0 0 0 0 0 0 W L- G 13A- flocs 0,201 s 5,85 4.41 0 0 0 0 91 91 532 401 2A- 2ov 0.350 s 10.18 13,89 0 0 0 0 0 0 0 0 W 166-19ad 0.049 s OM R 00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 16 12C- Osw 0,091 w 0.00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.350 w 0,00 0.00 0 0 0 0 0 0 0 0 W L-- G 13A- 4ocs 0,201 w 5.85 4,41 0 0 0 0 0 0 0 0 2A- 2.v 0.350 w 10.18 34.15 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 0,00 OM 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 0,00 0.00 0 0 0 0 0 0 0 0 L__ D 12C- Osw Q091 2*65 1,47 91 91 241 134 0 0 0 0 11130 0,390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0,050 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0,050 0.00 OM 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28,78 0,00 28 0 0 0 142 24 691 0 6 c) AED excursion 4 51 Envelope loss/gain 241 130 2048 1124 12 a) Infiltration 0 0 474 150 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 241 130 2522 1874 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 241 130 2522 1874 15 Duct loads 1 45% 45% 108 591 45%1 45% 11351 8431 Total room load 9 349189 189L 8 3657 572717 Air required (cfm) 5 157 0 120Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A.* Vwrtlot,2 0,*ft, 2018-Dec-06 11:51:55 Right- SuiteO Universal 2018 18,0.31 RSU24020 Page 5 BayM' E\Lot32KensingtonReserveEsteroBayMGRE.rup Calc = M,18 Front Door faces: L GR QELAIR Right-JO Worksheet ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Mb: WWW,DEI..-AIR,COM Job: Lot32Ken sin gton ReservelEs Date: 8-30-11 By: EJH 1 Room name ZONE 02 MATH 2 Exposed well 173.0 ft 19.0 ft 3 Room height 8.0 ft 8,0 ft heat/ccd 4 Room dimensions 1.0 x 130,0 ft 5 Room area 1783,0 It' 130.0 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number Btuh/W-'F) Bt /ft or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw OM1 n 2.65 2.37 368 338 895 801 0 0 0 0t2A-2ov 0,350 n 10.18 12.36 30 0 306 371 0 0 0 0G W 13A-4ors 0.201 n 0,00 0.00 0 0 0 0 0 0 0 0 L-G 2A-2ovd 0.620 n 0.00 0,00 0 0 0 0 0 0 0 0 11 w 1613-1 9ad 0,049 n 1,43 2.67 5 5 7 13 0 0 0 0 W W 166-19ad 120-Osw 0.049 0.091 ne e 1.43 2,65 2,67 137 3 324 3 239 4 633 7 567 0 0 0 0 0 0 0 0 2A-2ov 0,350 e 10A8 34.15 10 0 102 342 0 0 0 0 2A-2ov 0.350 e 10,180, 1 8 34.15 45 0 458 1537 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 30 0 306 1025 0 0 0 0 13A-flocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 0.00 OM 0 0 0 0 0 0 0 0 11DO 0,390 e 0,00 0.00 0 0 0 0 0 0 0 0 W 1613-1 gad 0.049 e 1,43 2.67 10 10 14 27 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 3 3 4 7 0 0 0 0 12C-Osw 0'091 s 2.65 2*37 368 353 935 837 88 88 233 209 T___G 2A-2ov 0350 s 10,18 1254 15 13 153 188 0 0 0 0 W 13A-flocs 0,201 s 0.00 0.00 0 0 0 0 0 0 0 0 L-G W W 2A-2o, 1613-19ad 16B-19ad 0.350 0,049 0.049 s s sw 0.00 1,43 1,43 0.00 2,67 2,67 0 5 3 0 5 3 0 7 4 0 13 7 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0.091 01350 w w 2.65 10.18 2.37 34,15 324 12 282 0 747 122 668 410 64 12 52 0 138 122 123 410 2A-2ov 0,350 w 10.18 34,15 30 0 306 1025 0 0 0 0 W 13A4ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 L--G 2A-2ov 0.350 w 0.00 0,00 0 0 0 0 0 0 0 0 IN 1613-1 gad 0,049 w 1.43 2.67 10 10 14 27 0 0 0 0 W 16B-19ad 0,049 nw 1.43 267 3 3 4 7 0 0 0 0 T-D 1 2C-Osw 0.091 0.00 0,00 0 0 0 0 0 0 0 0 11DO 0.390 n 0,00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 1783 1783 1349 2529 130 130 98 184 F 20P-19t 0.050 1.45 033 105 105 153 76 0 0 0 0 F 20P-19t 0,050 1.45 0.73 543 543 790 395 0 0 0 0 F 22A-tpI 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 01 112 Envelope loss/gain 7310 108761 591 1038 ia) Infiltration 3247 1029 347 110 b) Room ventilationRoom 0 0 0 0 12 13 Internal gains: Occupants @ 230s 1 230 0 0 Appliances/other 1200 0 Subtotal (lines, 6 to 13) 10557 13335 938 1148 ne I loadLessexternal 0 0 0 0 isLesstransfer 0 0 0 0 Redistribution 0 0 0 0141Subtotalbt10557133359381148 15 Duct loads 1 61% 650% 6387 8694 61%1 651/. 567 7491 Total room load 16945 22030 1505 1897 Air required (cfni) 947 947 84 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 011- %1Pwr#w#V*jw4*ft2018-Dee-06 11:51:55 Right- SUite'V) Universal 2018 M0.31 RSU24020 Page 6 Bay M OR E\Lot32Kens ingt onR es erveE steroBay M GRE, Rip Calc = MJ8 Front Door faces* E 1,AQEL;A1R Right-JO Worksheet ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WVVW.DEL-AIR.CQM Job: Lot32Ken sing ton Rese rveEs Date: 8-30-11 By: EJH I Roan name W/C 8DRM2 2 Exposed wall 6O ft 15.5 ft 3 Room height 8.0 ft heat/cool 8. 0 ft heat/coal 4 Room dimensions 6.0 x 4.0 ft 1,0 x 191.5 ft 5 Room area 24,0 ft' 191.5 it' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number V- Btuh/f'F) B tuh/ft or perimeter (ft) Binh) or perimeter (ft) Btuh) Heat cool Gross N/PIS Heat Coal Gross N/P/S Heat Cool 6 vtJ 12C-Osw 01091 n 2,65 2,37 0 0 0 0 0 0 0 0 2A-2ov O. 350 n 10,18 12.36 0 0 0 0 0 0 0 0 W L-G 13A-4ocs 0.201 n 0.00 OM 0 0 0 0 0 0 0 0 2A-2.vd 0.620 n 0,00 0,00 0 0 0 0 0 0 0 0 w11 166-19ad 0.049 n 1.43 2,67 0 0 0 0 0 0 0 0 W 168-19ad 0,049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12COsw 0.091 e 2.65 2,37 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0,350 a 10,16 34,15 0 0 0 0 0 0 0 0 13A-flocs 0.201 e 0.00 OM 0 0 0 0 0 0 0 0T:1-3 2A-2ov 0.350 e 0.00 0,00 0 0 0 0 0 0 0 0 11DO 0.390 e OM 0.00 0 0 0 0 0 0 0 0 W 16B-1 9ad 0,049 e 1.43 2,67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 T--G 12C-Osw 0,091 S 2,65 2.37 0 0 0 0 124 109 289 258 2A-2ov 0.350 s 10,18 12,54 0 0 0 0 is 13 153 188 W L--G 13A-flocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 s 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2,67 0 0 0 0 0 0 0 0 16 12C-Osw 0.091 w 2.65 2.37 48 48 127 114 0 0 0 0 2A-2ov 0.350 w 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0,350 w 10.18 34,15 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 1--G 2A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-1w 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 I- D 12C- Osw 0.091 0'00 0,00 0 0 0 0 0 0 0 0 1100 0,390 n 0.00 OM 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1,42 24 24 18 34 192 192 145 272 F 20P-1 9t Q050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-1 9t 0,050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpi 0,989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12r 43 Envelope loss/gain 145 136 586 675 12 a) Infiltration 109 35 283 90 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 2551 170 869 764 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 255 170 869 764 15 Duct loads 61% 651/o 154 ill 61% 65%1 526 4981 Total room load 09 409A23282 A1395 1263 Air required (cfm) 182 78 54 Calculations a2proved by ACCA to meet all requirements of Manual J 8th Ed. wwr# w*'taftcwt2018-Dec-06 11:51:55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 7 BaYM GR E\Lot 32 Ken s ingtonReserveEsteroBay M GR E. rup Calc = MJ8 Front Door faces: E TODEL-AIR Right-JO Worksheet wanwom"wwMOM ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 )Ak-b WWW.DFt--AIR.COM Job: Lot32Ken sing ton ReserveEs Date, 8-30-11 By: EJH 1 Room name LAUNDRY BDRM3 2 Exposed wall 0 ft 29.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.5 x 6.0 ft 1.0 X 191.5 ft 5 Room area 51.0 f12 191.5 ft, Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross T_N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 0,350 n 10,18 12,36 0 0 0 0 0 0 0 0 w 13A-4ocs 0,201 n 0.00 0.00 0 0 0 0 0 0 0 0 L--G 2A-2.vd 0,620 n 0.00 0.00 0 0 0 0 0 0 0 0 11 w 1613-19ad 0.049 n 1.43 2.67 0 0 0 0 0 0 0 0 w 1613-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 w 12C-Osw 0,091 e 265 2.37 0 0 0 0 112 82 217 194 2A-2ov 0.350 a 10,18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 0 0 0 0 30 0 306 1025 13A-flocs 0.201 e OM 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 e 0.00 0.00 0 0 0 0 0 0 0 0 w 1613-19ad 0.049 e 1.43 267 0 0 0 0 0 0 0 0 w 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 T--G 12C-Osw 0.091 S 2.65 2.37 0 0 0 0 124 124 328 294 2A-2ov 0.350 a 10,18 12.54 0 0 0 0 0 0 0 0 w 13A-4ocs 0,201 s 0.00 OM 0 0 0 0 0 0 0 0 L--G 2A-2.v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 w 16B-19ad 0.049 s 1.43 2,67 0 0 0 0 0 0 0 0 w 16B-19ad 0,049 sw 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0,091 Q 350 w w 265 10.18 2,37 34.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 2A-2ov 13A-4ocs 0.350 0.201 w w 10.18 0.00 34.15 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 w 1613-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 T-D 2C-0sw 0091 0'00 0.00 0 0 0 0 0 0 0 0 11DO 0"390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 51 51 39 72 192 192 145 272 F 2OP-1 9t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0,050 1,45 0.73 0 0 0 0 0 0 0 0 F I 22A-tpi 0,989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 2 Envelope loss/gain 39 28 996 1786 12 a) Infiltration 0 0 538 171 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 01 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 39 628 1534 1957 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 628 1534 1957 151 Duct loads 1 61% 65% 23 409 61% 65% 928 1276 TotalTotal room load 62 1037 2462 3232 Awa,=.dl fm) 31 451 138 139 - Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed. 4&--p 2018,Dec-06 11:51:55 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 8 BayMGRE\I-ot32KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 Front Door faces: E 4 DEL -AIR Right-JO Worksheet ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, Ft., 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEt.-AlR.COM Job: Lot32Ken singto n ReservoEs-. Date: 8-30-11 By: EJHl 1 Room name BDRIV14 LOFT 2 Exposed wall 16.5 ft 42.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/ccd 4 Room dimensions 1 0 x 201,0 ft 1.0 x 357.0 ft 5 Room area 201.0 ft2 357.O ft' Ty Construction U-value Or HTM Area (ft') Load Area (fe) Load number Btuh/ft'.-'F) Stuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Stub) Heat Cod Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 W 12G-0sw 0,091 n 2.65 2137 0 0 0 0 228 198 524 469 2A-2ov 0.350 n 10A8 12.36 0 0 0 0 30 0 306 371 W 13A-4ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 1-G 2A-2.vd 0.620 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 1 GB-1 9ad 0.049 n 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2,67 0 0 0 0 0 0 0 0 W 12C-Osw 2A-2ov 0.091 0,350 e e 2,65 10.18 2.37 34,15 100 10 75 0 199 102 178 342 112 0 82 0 217 0 194 0 2A-2ov 0.350 e 10A8 34.15 15 0 153 512 30 0 306 1025 G 2A-2ov 0,350 e 10,18 34,15 0 0 0 0 0 0 0 0 13A-4ocs 0,201 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 e 0,00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 e 1,43 2,67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 S 265 2,37 32 32 85 76 0 0 0 0 t-G 2A-2ov 0.350 a 10.18 12.54 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 1--G 2A-2.v O. 350 s 0.00 0,00 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 s 1.43 2.67 0 0 0 0 0 0 0 0 W 168-19ad 0,049 sw 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 W 265 237 0 0 0 0 0 0 0 0 2A-2ov 0.350 w 10A8 34,15 0 0 0 0 0 0 0 0 2A-2ov 0.350 W 10,18 34,15 0 0 0 0 0 0 0 0 W 13A-flocs 0,201 w 0,00 0,00 0 0 0 0 0 0 0 0 1--G 2A-2.v 0,350 w 0,00 0,00 0 0 0 0 0 0 0 0 W 168-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 I 2C-Osw111DO 0'091 0,00 0.00 0 0 0 0 0 0 0 0 0390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 11.42 201 201 152 285 357 357 270 506 F 20P-1 91: 0.050 1.45 033 0 0 0 0 0 0 0 0 F 20P-19t Q050 1.45 0.73 107 107 156 78 352 352 512 256 F 22A-1pI OM9 0.00 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 6 203 Envelops loss/gain 846 1476 2134. 2618 12 a) Infiltration 301 95 775 246 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 1 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1147 1571 2910 2864 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1147 1571 2910 2864 15 Duct loads 1 61%1 65% 694 1025 61%1 65% 1760 1867 Total room load 1841 2596 4670 4731 Air required (cfm) 1031 112 261 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44-, 2018-Dec-06 11:51:55 14M Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 9 BaYMGRE\Lot32KensiiigtonReserveEstero6ayMGRE.rup Calc = MJ8 Front Door faces: F DEL;AIR Right-JO Worksheet ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.GOM Job: Lot32 Ken sin 9to n ResorvelEs Date: 8-30-11 By: EJH 1 Room name BATH1 MBDRM 2 Exposed wall 0 ft 19.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 11,0 X 5.5 ft 1,0 x 319.3 ft 5 Room area 60.5 ft' 319,3 ft' Ty Construction U-value Or HTM Area (w) Load Area (ft) Load number Btuh/fV-'F) Btuh/ft or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross NIP/S Heat Coal 6 12C-Osw 0.091 n 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 0.350 n 10.18 12,36 0 0 0 0 0 0 0 0 w 13A-flocs 0,201 n 0.00 0.00 0 0 0 0 0 0 0 0 1--G 2A-2.vd 0.620 n 0.00 OM 0 0 0 0 0 0 0 0 11 w 16B-19ad 0.049 n 1,43 2.67 0 0 0 0 5 5 7 13 w 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 3 3 4 7 12C-Osw 0.091 e 2.65 2,37 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34,15 0 0 0 0 0 0 0 0 2A-2ov U50 e 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10.18 34.15 0 0 0 0 0 0 0 0 13A-flocs 0.201 e 0,00 0.00 0 0 0 0 0 0 0 0 3 2A-2ov 0.350 e 0.00 OM 0 0 0 0 0 0 0 0 D 11DO 0.390 e 0,00 0.00 0 0 0 0 0 0 0 0 w 16B-19ad 0.049 e 1.43 2,67 0 0 0 0 10 10 14 27 w 16B-19ad 0.049 se 1,43 2.67 0 0 0 0 3 3 4 7 12C-Osw 0,091 s 2,65 2.37 0 0 0 0 0 0 0 0 T---.G 2A-2ov 0,350 s 10.18 12,54 0 0 0 0 0 0 0 0 w 13A-flocs 0.201 s 0.00 0,00 0 0 0 0 0 0 0 0 1---G 2A-2.v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 w 16B-19ad 0.049 s 1,43 2.67 0 0 0 0 5 5 7 13 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 3 3 4 7 12C-Osw 0.091 w 2.65 2.37 0 0 0 0 156 126 334 299 2A-2ov 0.350 w 10,18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0,350 w 10A8 34.15 0 0 0 0 30 0 306 1025 w 13A-4ocs 0.201 w 0,00 0.00 0 0 0 0 0 0 0 0 L--G 2A-2ov 0.350 w OM OM 0 0 0 0 0 0 0 0 w 11613-19ad 0,049 w 1,43 2.67 0 0 0 0 10 10 14 27 w 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 3 3 4 7 1 1 2C-Osw 0'091 0'00 0.00 0 0 0 0 0 0 0 0 11DO 0390 n OM 0.00 0 0 0 0 0 0 0 00 C 16B-38ad 0,026 0.76 1,42 61 61 46 86 319 319 242 453 F 20P-1 9t 0,050 1,45 0.73 0 0 0 0 35 35 51 25 F 20P-19t 0.050 1,45 0,73 3 3 4 2 25 25 37 18 F 22A-tpl 0.989 0,00 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 260 Envelope loss/gain 50 82 1025 2187 12 a) Infiltration 0 0 447 142 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 6001 Subtotal (lines 6 to 13) 50 82 1472 3158 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 50 82 1472 3158 15 Duct loads 61%1 65%1 30 531 61%1 6 5% 891 2059 Total room load 80 135 2363 5217 Air required (cfm) 41 61 132 224_ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-06 11:51:55 A;'*' 444"' vw ' Right-SuiteO Universal 2018 18,0,31 RSU24020 Page 10 Bay M GR E\Lot32Kens ingtonR eserveEsterobay M GR F. rup Calc v MJ8 Front Door faces: E a'ODEL-AIR Right-JO Worksheet ZONE fit DEL -AIR HEATING &AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Mb: VVWW.DEI--AIR,COM Job: LoMKensingto n ReservelEs... Date: 8-30-11 By: EJH 1 Room name MWIC2 MWIC1 2 Exposed wall 8.5 ft 16.0 ft 3 Roorn height 8.0 ft heat/cool 0 It heat/cool 4 Room dimensions 7.0 x 8,5 ft 7.0 x 9.0 ft 5 Room area 59,5 W 63.0 ft, Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/fV-'F) st /fv) or perimeter (ft) Bt h) I or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross NIP/S Heat cod 6 UN 12C-Osw 0.091 n 2,65 2.37 68 68 180 161 72 72 191 171 2A-2ov 0.350 n 10.18 12.36 0 0 0 0 0 0 0 0 W 13A-flocs 0,201 n 0.00 0.00 0 0 0 0 0 0 0 0 1-43 2A-2ovd 0.620 n 0,00 0.00 0 0 0 0 0 0 0 0 11 w 16B-19ad 0,049 n 1.43 2.67 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1,43 2.67 0 0 0 0 0 0 0 0 W 120-Osw 2A-2ov 0.091 0.350 e e 2.65 10.18 2,37 34.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.350 e 10,18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0,350 e 1018 34.15 0 0 0 0 0 0 0 0 13A-4ocs 0,201 e 0.00 0.00 0 0 0 0 0 0 0 0 T::IGD 2A-2ov 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 e 0.00 0.00 0 0 0 0 0 0 0 0 W 168-1 gad 0.049 e 1,43 2.67 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 s 2.65 2,37 0 0 0 0 0 0 0 0 2A-2ov 0.350 s 10,18 12.54 0 0 0 0 0 0 0 0 W 13A-4ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L-,G 2A-2.v 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1166-119ad Q049 s 1.43 2.67 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw 1,43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.65 2.37 0 0 0 0 56 56 148 133 2A-2ov 0.350 w 10.18 34.15 0 0 0 0 0 0 0 0 2A-2ov 0.350 w 10,18 34.15 0 0 0 0 0 0 0 0 W 13A-flocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16121-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 L-D 12C-Osw 0,091 000 0,00 0 0 0 0 0 0 0 0 11 DO 0,390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.76 1.42 60 60 45 84 63 63 48 89 F 20P-1 9t 0.050 1A5 0.73 7 7 10 5 63 63 92 46 F 20P-19t 0.050 1,45 0.73 53 53 76 38 0 0 0 0 F 22A4pI Q989 Q 00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 221 35 Envelope loss/gain 312 2661 478 403 12 Infiltration 155 491 292 92 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 467 316 770 496 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 316 770 496 15 Duct loads 61%1 6 5% 1 282 2061 61% 65%1 466 1 323 Total room load t. '= 749 521 1L 1236 819 98135jequired (cfm) 42 22 59L Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vwr* w#1tGw'MVt' 2018-Dec-06 11:51:55 Right- SufteO Universal 2018 18.0.31 RSU24020 Page 11 Bay M GR E\Lot32Kensington R eserveEsteroBayM GR E. rup Calc = MJ8 Front Door faces: E DEL -AIR Right-JO Worksheet ZONE02 DEL -AIR HEATING &AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WVVW.DEI--AIR,GOM Job: Lot32Kon singto n ReserveEs Date: 8-30-11 By: EJH 1 Room name STAIRS 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 134.8 ft 5 Room area 134.8 ft' Ty Construction U-value Or HTM Area (fil) Load Area Load number Btuh/ft-'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter Heat cod Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 t 12C-Osw Q091 n 2,65 2,37 0 0 0 0 2A-2ov 0.350 n 10A8 12.36 0 0 0 0G w 13A-4ocs Q 201 n Q00 0,00 0 0 0 0 2A-2.,d Q.620 n Q00 Q00 0 0 0 0 1 w 16B-1 9ad O.049 n 1.43 2.67 0 0 0 0 W 1613-1 9ad 0.049 ne 1.43 2.67 0 0 0 0 w 12C-%w 0.091 e 2,65 2.37 0 0 0 0 2A-2ov 0,350 e 10A8 34.15 0 0 0 0 2A-2ov 0.350 e 10A8 34.15 0 0 0 0 L-AF, 2A-2ov 0,350 a 10.18 34.15 0 0 0 0 13A-flocs 0.201 e 0.00 0.00 0 0 0 0 2A-2ov 0.350 e 0.00 0.00 0 0 0 0 11DO Q. 390 e 0,00 Q00 0 0 0 0 w 161319ad 0.049 e 1,43 2,67 0 0 0 0 w 16B-19ad 0.049 se 1.43 2,67 0 0 0 0 12C- Osw 0.091 s 2.65 2,37 0 0 0 0 t--- G 2A-2ov 0.350 s 10,18 12,54 0 0 0 0 w 13A-flocs 0.201 s 0.00 OM 0 0 0 0 L- G 2A-2.v 0.350 s 0.00 Q00 0 0 0 0 w 1613-1 9ad 0.049 s 1.43 2.67 0 0 0 0 w 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 12C- Osw OA91 w Z65 2.37 0 0 0 0 2A- 2ov Q.350 w 1Q18 34,15 0 0 0 0 2A- 2ov 0.350 w 10.18 34A5 0 0 0 0 w 13A-4ocs Q 201 w 0.00 0,00 0 0 0 0 1-- G 2A-2ov 0,350 w 0.00 0.00 0 0 0 0 w 16B-1 9ad 0.049 w 1.43 2.67 0 0 0 0 w 16B-19ad Q 049 rrvv 1.43 2.67 0 0 0 0 T- D 12C- Osw 0M1 0. 00 0.00 0 0 0 0 11130 Q 390 n 0,00 0,00 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 135 135 102 191 F 20P-1 9t 0,050 1,45 0.73 0 0 0 0 F 20P-19t 0,050 1.45 0.73 4 4 5 3 F 22A-tpl 0,989 0,00 0,00 0 0 0 0 6 c) AED excursion 13 Envelope loss/gain 107 181 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 1 ntemal gains: Occupants Q 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 107 181 Less externane l load 0 0 Less transfer 0 0 Redistribution 0 0 14] Subtotal 107 181 15 Duct loads 1 61% 65% 65 118 Total room load 172 299 Air required (cfm) 10 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44&- 2018-Dec-06 11:51:55 AM51 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 12 BayM( 3RE\I-ot32KensingtonReserveEsteroBayMGRE.rup Calc = MJ8 Front Door faces: E Job: LoMKensingtonReserv.. Duct System Summary3QEL-A19W Date: 8-30-11 Kff"'A*="mwm ZONE 01 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: VVvVW,DEL-AIR.COM it!roject intormation For: RYAN HOMES, Lot32KensingtonReserveEsteroBayMGRE 3757 Hanworth Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.175 in/ 1 00ft 780 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.175 in/1 00ft 780 cfm 137 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk DIN/FOY h 3820 164 127 0.175 8,0 Ox 0 VlFx 41.8 95.0 st3 FAMILY c 5943 229 263 OA99 9.0 Ox 0 VlFx 25.9 95.0 st2 KIT/DINETTE c 5894 215 261 0.178 9,0 Ox 0 VlFx 39.7 95.0 st2 POWDER h 349 15 8 0.198 4.0 Ox 0 VlFx 26.3 95.0 st2 STUDY h 3657 157 120 0.177 8.0 OX0 VlFx 40.3 95.0 st3 ISupplyTrunkDetailTable Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 460 532 0.178 678 12.0 0 X 0 VinlFlx st3 Peak AVF 320 248 0.175 588 10.0 0 X 0 VinlFlx Name Grille Size (in) Htg cfm) Cig_[ cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb6 Ox 0 780 780 0 0 0 0 Ox 0 VlFx wrightsoft- ' Right -Suited Universal 2018 18.0.31 RSU24020Ak ..t3ayM G"RE\Lo(32KensiiigtonReserveEsteroBayMGRE.rup Calc = MJ8 Front Door faces: E 2018-Dec-06 11:51:56 Page 1 Duct System Summary ww", Am """01" ZONE 02 DEL -AIR HEATING & AIR CONDITIONING 5n0000unWAY, mwronn.p'u27nPhone* 40r-3a3-u66oFax: ^m-3,3-,853 Web.vm^mvosL-mn.omw For: RYANHOMES, Lot32Kenui R erveEateru8ayMGRE 3757 Hamwodh Loop, Sanford, FL32773 Job: Lomzx^nm"om" nwsvm' Date: 8-30-11 By: EJH Heating Cooling External static pressure 0. 40 in H20 040 in H2O Pr*aouro|omaes 0. 06 nH2O 0.06 inH2O Available static pressure 0,34 inH2O 0.34 inH2O Supply / return available pressure 8.170 / 0. 170 in H2O 0,170 / 0.170 in H2O Lowest friction rate 0.285 in/100t 0.285 in/100ft Actual air flow 047 ofm 947 nfn Total effective length (TEL) 119 ft I Supply Branch Detail Table Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln ( ft) Trunk Name Name Ty pe cfm) cfm) F R fpm) in) in) Material Trunk wrightsoft',2018-u°c-0,,.51.56 n*^+suft°OUniversal zomMumnoumom Page naywmnnw`o2ww"/ oo'^"ne"emvs",eronayweRe-Rip om"~ wJe Front Door faces: s Name Grille Size (in) Htg cfm) CIg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb7 OX0 947 947 0 0 0 0 Ox 0 VlFx wrightsoft, 1111-1111,11, Right-SuiteUniversal 2018 18.0.31 RSU24020 AK ... Bay MGRE\Lot32KensingtonReserveEsteroBayMGRE.rup Calc = M,18 Front Door faces: E 2018- Dec-06 11:51:56 Page 3 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 El A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software toot, 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) 12/612018 11:26:14 AM EnergyGaugeOD USA 6,0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato!j Requirements for Residential Performance, Prescriptive and ERI Methods F3757 Hanworth Loop Permit Number: 77 Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL F-1 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 envold-oe 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 accordanceElwiththemanufacturer'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 airEJchangesperhourinClimateZones1and2, 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, F-1 R402.4,3 Fenestration air leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 12/6/2018 11:28 AM EnergyGaugeV USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) F-i R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air toopencombustionfuelburningappliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1,2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfrn (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403,11,11 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, F-1 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. F-I R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (I), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope, 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. FIR403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3. R403.4.11 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. R403.5,11.11 Circulation systems, Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water, R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/6/2018 11:28 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R4015.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6,1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C), R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6,2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403,5.6.2. 1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan off Icacy.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 FIVAC equipment, they shall be powered by an electronically commutated motor, R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1 The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 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 aAIRFLOW CFM/WATT) RATE MAXIMUN CFM) Range hoods Any 2.8 cfmlwatt 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/waft Any For SI: 1 cfm = 28.3 L/min. a, When tested in accordance with HVI Standard 916 12/6/2018 11:28 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 0 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 4037, 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. o 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 burners1:1 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 SectionsE] 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 (1 O'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C), r-1 R40310 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 anElintegralpartoftheheatermountedontheexterioroftheheater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers, Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal EDefficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/6/2018 11:28 AM EnergyGaugeO USA 6,0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software 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 (Mandatoryye energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 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. 12/6/2018 11:28 AM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: L-ot32KensingtonReserveEsteroBayMGRE Builder Name: RYAN HOMES Street: 3757 Hanworth Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Lu Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material, requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pjUina a0d 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 UgWacn fiLe 'nk! olates 0130 Wa[15 o[ QQ*li a. in addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 12/6/2018 11:28 AM EnergyGaugeO USA 6.0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction'. 691000 I Permit #: Builder: RYAN HOMES Community: Lot: 32 Address: 3757 Hanworth Loop City: Sanford State: FL Zip: 32773 x 60 + 24010 CFM(50) Building Volume ACH(50) 11 PASS When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Method for calculating building volume: 0 Retrieved from architectural plans 4D Code software calculated 0 Field measured and calculated R402.4.1.2 Testing. 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 Statues.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 thecode official. Testing shall be performed at any time after creation of all penetrations 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, back draft 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. Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Printed Name of Tester: License/Certification #-. Date of Test: Issuing Authority: 12/6/2018 11:28:25 AM EnergyGauget USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 J 42X42 A/C 5LAH ll BY glpft MIN 2' FROM WAIL 1 ppJ pT` 12' G c.: x R Z --2 f n f .a as in r`t 0 a I - f 3" bath duct ia Ritz ° to roof cop wffanNutone. 696RNB 0 r Q, U) Ld cr mam Ca O NII. Flord Raadrn FhA °u Q C a-MiROR.+ t µ} amoeaw .twer, at. ' T G MOB t0 4tMb£RW5t PROMCE UeW6R[r4`1C6 { - - rr irc+rertwr oa oerns m n.alin °coos ( K F- - v) Q) a-wMYait,i f"It i, o } c 2 a u 3 a r- m a 4(v at nave ct m. urn «¢nuance o! 4 InMas arpund She oir I,an4ier pes < cr 9-,e sWa F—', code- Ail d-1 had on -6 '„nu of an w.ue. _.. 21 (1_ J Oon v ti 3" bath duct 4" bath duct to roof cap to roof cap w/fan w%fon -ligght t „ - Nutone 696RN13 Nutone 763Rt_NB woww ww +ca y t Q r CO LAYH d 1— M4Y.MIO'f ua F N oar. r ms Cn C2:" LJ < C rn ewe le•ro• R. 5 TCN W/5kw 02Wv ,PH t 3 — ill ( V 4) Njmer ';, Y LLI Y CCl Li.l w aFrf.ww ew-w -` Ratin Cg z Q >- m J m hoe 1 f d U Q Munt ham o ,m ciao, ante q[ 4 ,nchoa around the t ! dier (:ot the St4l¢ F.nery, <odn All duct on p6 ,nxulotion va „< 1 (/) ] ( i i S_ 42X42 A/C SLABJ BY BLDR MIN Q 2' FROM WALL :V> k-) 2) M-844 (2) 23-&4 DINEWE 4'-4' GL& I ;` I' i E I jam is t- Z 12" { FAMILY RM. I I OI , 12x12 twc9d 2004 rag 12" y1- . C265 rn 260 12x12 twcd 4"0 0" rZ- TANDE— 0 f~ Cxj N 14x81wcdDINING 8 8'- 4' Cl G 8x 4" i I€ 10 li 12x12 rag I t0" 20x6 rag I 3" bath duct 1202 rag to roof cap FoynSTUDY 8`-41 CLG, w f a n g' 4`"G (FILE) Nutone 696RNB 14x81wcd120 \ 2— CAR GARAGE i- 2) 26-8N , A\ g "4 " ( a > I ENTRY I ranser ducts/grills sized in complionce with Florida Residential Building Code—M1602.4 balanced return air_ EXCEPTIONS 1-3 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT ON DOORS TO HABITAL ROOMS scde 2. 0 TON e 04 0V —1P—H 18x1 ln podyrpam--s— -- —--- bldr L Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. w v s 7S o 3 bath duct 4 bath duct -} \ } , L> to roof cap to roof cap v `` w/fan w/fan—ligght L.. Nutone 696RNB Nutone 163RLNB. eu = C3 x 6Gt 88 1Ox6 lwcd W-V GL& 35 i OTNSR`s surrE ax6 lwcd a i — UTUIS Q 0 mCC z14x8lwcdG 6" 225 o z 0 8x4 lwcd r1r) O 18x18 rag 20 C\j 4" w 00 1a lwcd ( w-a cLa 55 16" Mt-IbFf c 6 r tc W-V GLr. 5 C1.G. WA 4" dryer duct` to roof cap 9" w/dryer vent box —"— "Bx4 1wc 4" 10 we 45 I t 10" 12x12 lwcd 205 7" 6" 12x6 lwcd 20x 140 g 20x6 rag tax6 lwcd cn r•-a•xrx•-m• y m• CL& g I FC W 7) so -au 6 -m• GLIss. E9'-85aa`-b' Q sm su $ - u M O O O (D) ry scale :1/8"=1'0" -04 z ( CO 2.5 TON W/5KW 0240V 1PH Q 18xta plea — U) N i -- D ij CO00CAW i Lp E OF lbt-iiR OEIOIU R a t i n g z O m a > z f- << o D <t Ch Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. CO 0— J C/) n 0 I WOR D ("Opy 1. 0000, UAW 03 It 0 19, M t+4.V DESCRIPTION AS FURNISHED: Lot 32 , KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida, PLOT PLAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc. LOT 39 LOT 40 S 00*19'09" E 1 38.50' 38.50' LOT 32 30,0' '0 1 , 10-00' 0 Q) Q ILNA1 10.0 10.00' C) LOT 31 or 1.0 PROPOSED RESIDENCE MODEL: ESTERO BAY ELEV.M 2CAR GARAGE RIGHT 10,00' ENTRY 310.00' 19.of 20.7' 10.00' WA K 16' DRIVE 25. 50' 5.50' 10' UTIL, ESMT. WALK C R S 00019'09" E 60, 00' rPTT LHAN/rOR-Th onlD 50' PRIVATE RIW) LOT 38 4 154.95' P.C. 4 --------- PLOT PLAN ONLY NOT A SURVEY r?UP10StD = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS IMPERVIOUS COVERAGE = 2,453± SQUARE FEET OR 35.69 FRONT 25' PROPOSED DRAINAGE FLOW LOT CONTAINS 6,900± SQUARE FEET REAR 20' p WALK ON=39± SQUARE FEET SIDE 5' FOR 40' LOTS 1z" 10"1 1 0119 LOT GRADING TYPE A 0 WALK OFF=JOO± SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 26.7' DRIVE ON=408t SQUARE FEET SIDE = 70' FOR 75' LOTS DRIVE OFF(APRON)=110.t SQUARE FEET SIDE STREET = 25' CYR USEMVE, KER - 1) CO 777 7 & / ISSOC, . illvc - IA-IVD SURVEKORS LEGEND LEGEND - p • PLAT PD,L, 5400 E. COLONIAL OR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658--14,36POINTONLINE F FIELD TYP, TYPICAL NOTES: ip p 14 PIPC PIRC, POINT OF REVERSE CURVATURE P RUN ROD P.C.C.POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT MIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOAR(,' OF C H CONCRETE MWQHENT RAP, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADA41NISTRATIW CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SEt i I/a' IX. /VLB 4596 HR. NON -RADIAL 2 UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE HOT VALID. REF RECOVERED wp. VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS F, Uv PO CALC. • CALCULATEDOFBEGINNINGC OR EASEMENTS THAT AFFECT THIS PROPERTY PU N OF COMMENCEMENT PRM. PERMANENT REFERENCE MONUMENT C NO UNDERGROUND IMPROVEMENTS 114VE BEEN LOCATED UNLESS OTHERWISE SHOWN, FF. FIN C, CENTERLINE FISL. BUJISHED FLUOR ELEVATIONN& NAIL & DISK LDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE R, SUED UPON BY ANY OTHER ENTITY. F,/V RIGHT-OF-WAY RM BENCHMARK 6. DIMENSIONS SWWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, C SMT EASEMENT B.B. BASE BEARING UEARINCS, ARE BASSO ASSUMED DATUM AND ON ME LINE SHOWN AS BASE BEARING (0.6) DRAIN DRAINAGETIU, UT IL UTILITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM[ OF 1929, UNLESS OTHERWISE NOTED. N CL IC CHAIN LINK FENCE 9. CERTIOWE OF AUTHORIZATION N., 4596. DvC VOOD FENCE C /U « CONCRETE BLOCK P.C.P0 0 CURVATURE SCALE POINTTP.T. N OF TANGENCY DESC DESCRIPTION I CERTIFIED OY: DATE N.. RADIUSARCLENGTH PLOT PLAN 12-03-2018 7DER3008007-18 D DELTA C CHORD C.Q. CHORD BEARING NORTH P THIS OUILDING/PROPEWY DOES NOT UE WITHIN )dV' THE ESTAOUSHED 100 YEAR FLOOD PLANE AS PER "FIRM' 7 SENM R.LS, # 4 14S60NE_ TT, JCnS # 4801 ZONE MAP # 12117CO09OF (09-28-07) AMES W. SCOTT, R . RE-COP,,'D Copy City of Sanford Building and Fire Prevention Product Approval Specification Form rr v ~, Permit # 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 onthe construction project hJrvvhichyuuanaepp}yingforabui|dingpenmh. VVerecommend 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, GeoUnn 1714.5. More information about Statewide Product Approval can beobtained at . The following information must be available on the'x»bsite for inspections: 1.l[his 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 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Thr) ugh Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description includin decimal 3. Panel Walls Sidin 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. Roofln Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla meats InterWrap Inc. Rhino Root Underlayment 15216 - R3 Roofing Fasteners Nonstructural w_ Metal Roofing Wood Shakes and Shingles Roofin tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofin S stems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1 Other June 2014 Category Subcategory Manufacturer Product Florida Approval # Description include decimal) 5. Shutters Accordion Bahama Colonial Roll up Other 6. Skylights Ii hts Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Awl R"U'RIF T Rm mu'S 5 E 30m A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEE--R-I-NG BUILDER: RYAN HOMES PROJECT KENSINGTON RESERVE COUNTY: SEMINOLE FA WATIM: JOB#: 74521 0 MASTER#: WRCEB2MM 01 OPTIONS: MASTER TRAY Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCEB2MM Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: LOT #32 City: Model: ESTERO BAY v2 "M" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 55 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. I Seal # Truss Name Date No. Seal # Truss Name Date 1 A0031190 A01GT _ 6/1/18 13 A0031202 B06 6/1/18 25 A0031214 D06 6/1/18 2 A0031191 A02 6/1/18 14 A0031203 B07 6/1/18 26 A0031215 FG1C 6/1/18 3 A0031192 A02T 6/1/18 15 A0031204 C01 6/1/18 27 A0031216 FL01E 6/1/18 4 A0031193 A03 611/18 16 A0031205 C01GE 6/1/18 28 A0031217 FL02 6/1/18 5 A0031194 A03T 6/1/18 17 IA0031206 C05E 6/1/18 29 A0031218 FL03G 6/1/18 6 A0031195 A04 6/1118 18 A0031207 CA 6/1/18 30 A0031219 FL04 6/1/18 7 A0031196 A05 6/1/18 19 A0031208 CJ1B 6/1/18 31 A0031220 FL05G 6/1/18 8 A0031197 A06 6/1/18 20 A0031209 CJ3 6/1/18 32 A0031221 FL06 6/1/18 9 A0031198 A07 6/1/18]21 A0031210 CJ3B 6/1/18 33 A0031222 FL07G 6/1/18 10 A0031199 A08 611/1822 A0031211 CJ5 611/18 34 A0031223 FL08 6/1/18 11 A0031200 A15G 6/1/1823 A0031212 CJ5B 6/1/18 35 A0031224 FL09G 6/1/18 12 A0031201 B05G 6/1/18 24 A0031213 D05E 6/1118 36 A0031225 FL10 6/1/18 the truss drawing(s) referenced have been prepared by MiTek Industries, inc. under my direct supervision brie. on the parameters provided byA-1 Roof Tntsses. Ltd, Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of corponents forany particularbuOdding is the responsibility of the building designer, perANSVTPi-1 Sec. 2. The Truss Design Drawing(s)(TDD[sj) referenced have been prepared based on the construction documents ( also referred to attunes as'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the worts The design criteria therein have been transferred to Anthony Tory" III PE by [All Roof Trusses orspecifiic location]. These TDDs (also referred to at tunes as'Strrdtural Delegated Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittal-- As a Truss Design Engineer (Le, Specialty Anthony T Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility forthe design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with theiwritten engineering requirements. Please review all TDDs and all related notes. ty iltlt#11FArt t mgn liY ui! pY an DK E.Vi+SnP y i iwri Tombo 111 r'r+ r nhrnry n; Fwrvu ns. 0; 11 1 na, G»U9 aie. 2018 MLQi !s:a; 3:-04'00' Anthony Tonto N. R.E. 3BBCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance 4NS|/TP| 1'2OU7 section 6 3 J - These truss designs rely onlumber values established byothers. A#==TRUSSES FLORIDA CORPORATION No. Seal # Truss Name Date 6/ 1/18 9,1111il RYAN HOMES / ESTERO BA WRVB2MM IA01GT I Hip Girder 2 Job Reference A0031190 t I russes, Fort Pierce, FL 34946, designig)al truss.com Run: 8.120 s Dec 11 2011 Print: 8.120 s Dec 11 2017 Mi I ek Industries, Inc, Fri Jun 1 Wi09:14 2018 Pagel ID:zRSREVFepZFZ_OLY7U9jlztnLF-wnKvGde(Nb56SUUzdP3Ajx_pdUnHdRUbsnGX36zAgFJ It'0 3-11-10 1 7-0-0 9-2-4 14-1 3 19-0-1 24-0-12 29-2-6 33-0-0 36-0-6 -ox113-11-10 1 3 0 6 2-2-4 4 10-15 1 1-4-0'- 3-9-10 3-9-10 3-0-6 ' 3-11-10 Vo- a l I I i , , _ 40-0-0 Dead Load Deyfl. = 112 in 28 2726 4x4 4X4 22 5220 53 19 18 54 17 5X8 ! i 5X10 3x4 ; 1 1 T&Ili MT20HS- SX8 4x4 5X8 !I 8x10 6x8 4x8 25-4-12 0 9-2-4 9,10,0 14,1-3 1910 23-4 O 29-2-6 33-0,0 40-0-O 2 3-9-10 3-9-10 7-0-0 -2-4 (r,7-12 4-3-3 4-10-15 4 4,3-15 1 1 1-4-O LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.4821-23 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.95 Vert(CT) 0.98 21-23 488 240 BCLL 0,0 Rep Stress Incr NO WB 0.95 Horz(CT) 0,26 15 n1a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS i Wind(LL) 0.4721-23 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2,T3: 2x6 SP 240OF 2-OE BOT CHORD 2x6 SP 240OF 2.OE *Except* 62: 2x4 SP No.3 WEBS 2x4 SP No,3 *Except* W4,W3,W7: 2x4 SP No, 2 SLIDER Left 2x6 SP No,2 2-0-0, Right 2x6 SP No,2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 25-27 REACTIONS. (lb/size) 2 3437/0-3-8 (min, 0-1-8) 15 343310-3-8 (min, 0-1-8) Max Hor-z 2 59(LC 32) Max Uplift 2 = 821(LC 4) 15 793(LC 5) Max Grav 2 = 3437(-C 1) 15 3433(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-2524/555, 3-4=-6543/1554, 4-5=-6836/1613, 5-6=- 11142/2557, 6-37=-1 1334/2596, 37-38=-11334/2596, 7- 38=-1133412596, 7-39=-14607/3274, 39-40=- 14607/3274, 8-40=-14607/3274, 8-41=- 15983/3518,41-42=-1598313518, 942=-1598313518, 9-43=-15077/3255, 10-43=- 15077/3255, 1044=-8768/1940, 11 -44=- 8768/1940, 11-45=-8771/1942, 12-45=- 8767/1942, 12-13=-6855/1558, 13-14=- 6541/1498, 14-15=-2472/526 BOT CHORD WqR;6e217- 28=-1841749, BOT CHORD 2-28=- 132615833,27-28=-184/749, 25-27=- 64/448, 6-25=-614/215, 25-46=- 3161/14607, 46-47=-3161/14607, 24-47=- 3161/14607, 24-48=-3407/15983, 4849=-3407115983, 23-49=-3407/15983, 23-50=- 3156/15107, 50-51=-3156/15107, 21-51 =- 3156/15107, 20-53=-2182/10539, 19-53=- 2182/10539, 18-19=-1352/6355, 18-54=-1352/ 6355, 17-54=-135216355, 15-17=-1285/ 5825,21-55=-2546/12391, 20-55=-2554/ 12376 WEBS 4-28=- 133/ 714, 5-28=-3087/729, 25-28=-131916072, 5-25=-1587f7303, 7-25=-36481750, 7-24=-99/985, 8-24=-1559/ 271, 9-23=-280/1000, 11-19=-536/ 216, 12-19=-640/3255, 13-17=-131/ 751, 10-20=-6094/1370, 10-19=-24081479, 10-21=-1783/8422, 9-21 =-4901203 NOTES- 1) 2- ply truss to be connected together with 10d 0. 13 I" x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 564 In FT = 1010 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 In uplift at joint 2 and 793 lb uplift at joint 15. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 In down and 210 In up at 7-0-0, 123 In down and 74 In up at 9- 0-12, 111 lb down and 59 lb up at 11-0-12, 111 lb down and 59 In up at 13-0-12, 111 In down and 59 lb up at 15-0-12, It I lb down and 59 lb up at 17-0-12, 111 lb down and 59 lb up at 19-0-12, 111 Ito down and 59 lb up at 20-11-4, 111 In down and 59 lb tip at 22- 11-4, 123 In down and 74 In up at 24-11-4, 123 lb down and 74 lb up at 26-11-4, 123 In down and 74 lb up at 28-11-4, and 123 lb down and 74 In up at 30-11-4, and 253 lb down and 210 In up at 33-0-0 on top chord, and 345 lb down and 115 lb up at 7-0-0, 88 lb down at 9-2-4, 106 lb down and 25 Ito up at 11-0-12 1 106 In down and 25 lb up at 13-0-12, 106 lb down and 25 lb up at 15-0-12, 106 lb down and 25 lb up at 17-0-12, 106 lb down and 25 lb up at 19-0-12, 106 lb down and 25 lb up at 20-11-4, 106 In down and 25 Ito tip at 22- 11-4, 88 lb down at 24-11-4, 88 lb down at 26-11-41 88 lb down at 28-11-4, and 88 lb down at 30-11-4, and 345 In down and 115 In up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25 Plate lncrease=1, 25 Uniform Loads (plf) Vert: 1-5=- 60, 5-12=-60, 12-16=-60, 27-29=-20, 26-27=-20, 21-25=-20, 20-22=-20, 20-33=-20, 20-21=-20 Concentrated Loads Qb) AnIhony F, I ornty) . I , P I 4451 St Wdf BI'd, FoO P e,< e, Et 34946 Ani6oYL440110J. kep'oovoioe 0 16a 4aweaeftl"A gay fwffl" PIANIed.,kal the -flt. pe-wp I'm A I Roof lmses Job Truss Truss Type WRCEB2MM A01GT Hip Girder Al Roof trusses. Fort Pierce, FL 34946, desirin"altruss,com LOAD CASE(S) Standard Concentrated Loads (1b) Vert: 5=-206(F) 12=-206(F) 27=-70(F) 6=-1 23(F) 28=-345(F) 8=-1 11 (F) 23=-93(F) 11 =-1 23(F) 19=-70(F) 17=-345(F) 37=-1 11 (F) 38=-1 11 (F) 39=-1 1 I(F) 40=-1 1 1(F) 41 =-1 11 (F) 42=-1 11 (F) 43=-1 23(F) 44=-1 23(F) 45=-1 23(F) 46=-93(F) 47=-93(F) 48=-93(F) 49=-93(F) 50=-93(F) 51 =-93(F) 52=-70(F) 53=-70(F) 54=-70(F) Qty RP4 120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek ID:zRSREVFepZFZ_OLY7U9jlztriLF-wnKvGd ESTERO BAY v2 f A0031190 0,14 "* Maar aMt M I "144R Anthony T, Fomnbo :11, d f 30083 tm kt.; *'"w uv-9i, 11 f- IN -11- 1-- m 4a"- 9 ft t-es'st yX pw'w' , 1;f W II(A It" I k' V rrpe45 ehtter .101" e V 1,1 N'j. A"'r .4 \" t, .. W.0 I, q'd — Mq I, ol —'j D 1'." (-'! f"". rs f(T Pe I.U4 hi4. . N, .w'. T— ew *IA4 Ah Otj'W Wms III I 4451 (Swt. , uFm[, B34lv9!Fot Ded0, I Roothmes IttlIF- 6.000 d th' OMMW, Iftsiny f0m, is ploh'is'led .1thow the fmew pe-Ism hom A Truss Type WRCF-B2MM A02 Hip 1 1 i A0031191 4' I I I Job Reference (optional) Al Roof Trusses. Fort Pierce, FL 34946, design@altruss corn Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12:09:15 2018 Page ID:zRSREVFepZFZ____OLY7U9jlztnLF-O_ uHTzfH8vDz4e2987aPG8WvEu7 M?uk5R?5cYzAc 6-3-2 "-a 1 16-4-9 23-7-7 31-0-0 33-8-14 40-0-0 41-0p 1-0-2-8-142-8-14 7-4-9 7-2-13 7-4-9 fS-_3-2 1-0-066-3-2 1 1 1 1 SX8 5,00! t2 3x4 6 4x6 1.5x4 11 1 8 5x8 9 Dead Load Defl. = 5/16 In 19 18 17 16 15 14 5x1011 3x4 4x6 3X4 3x10 4x6 3x4 5X10 11 7- 4-9 23- 7-7 31 7- 2-13 7 LOADING ( psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0,85 Vert(LL) 0.32 17 999 360 TCDL 10,0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.66 16-17 729 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.18 12 n/a n1a BCDL 10.0 Code FBC2017fT-PI2014 matrix -MS Wind(LL) 0,39 16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc; purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5- 17. 6-16, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 2 = 1660/0-3-8 (rnin.0-1-15) 12 = 1660/0-3-8 (rnin,0-1-15) Max Herz 2 74(LC 16) Max Uplift 2 = 498(LC 8) 12 = 498(LC 9) Max Grav 2 1660(LC 1) 12 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-527/0, 3-4=-2921/1995, 4- 5=-2827/1954, 5-6=-3665/2557, 6- 7=-3665/2557, 7-8=-3665/2557, 8- 9=-3665/2557, 9-10=-2827/1955, 10- 1 1=-2921/1995, 11-12=-527/0 BOT CHORD 2- 19=-1647/2593, 18-19=-1546/2618, 17- 18=-1546/2618, 16-17=-2240/3665, 15- 16=- 1549/2618, 14-15=- 154912618, BOT CHORD 2- 19=-1647/2593, 18-19=-1546/2618, 17- 18=-154612618, 16-17=-2240/3665, 15- 16=-1549/26118, 14-15=-1549/2618, 12- 14=-165212593 WEBS 5- 17=-804/1291, 6-17=-498/469, 8- 16=-458/468, 9-16=-80411292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 ' Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf. h=25ft; Cat, If: Exia C: Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mernbers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 498 lb uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 2061b FT=10% 44) 1 t. u(ie Blvd, Vt- two I'.A.' ?"1 aaax.04 it a, rate. -0 11, 1,- bj- i 17 N1, W*4 V m0=i w 14A . IN i I efce, Ft A946 ap I qbI 0 ?016 A I toff Rusts Aolhoy 1, tombs III P L 9'Ptoklio Pf M, 44(mel "R Q.V to, M, it poh'brd .,IhQ 01 tht .' neo PtIm Job Truss Truss Type City Ply iRym Hbws i ESTER© BAY V2 r t WRCEB2MM A02T 1 Hip 1 1 1 A0031192 Job Reference (optional) Al Real Trusses, Fort Pierce, FL 34946, design@a 1 truss com Run :8, 120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:0-9:16* 18- - Page 1 ID:zR$REVFepZFZ_,_OLY7U9jlztnLF-sASfhlgvvDMqhodMkq5eoM36KIVg5LxuK5le8?zAgFH 1-0-P 4-7 12 - 4-7-12 9-0-0 16-6-12 23-11-12 31-0-0 34-11-4 0-6 -1 1-i I I 1 -1140-- 0 4- 4-4 7-6-12 7-5-0 7-04 , 3-11-4 5-0-120 1?0- 5, 00112 5x6 3x8 3x8 MT20H5 2x4 it 6x10 Za ZZ 21 1-1- 11 17 16 15 14 410 11 5X6 1. 5x4 11 3x4 3X6 5X8 4- 7-12 9-0-0 9r 1 OTO 16-6-12 23-4-0 i 4-7-12 4-4 A OL 1010 6 6-12 1 6- 9-4 Plate Offsets (X,Y)--- [-2:0--6---7', Edge], [5:04-0,0-2AJ, [0:6-6-8, Edge], 112:0-64 Ed elJ14:64-0,04 t18:0 3712,Edgel, t20:0- II191-81, I I - -- LOADING ( Psf) SPACING- 2-0-0 T CSL I- DEFL. in (loc) I/deft L/d TCLL 20,0 Plate Grip DOL 1.25 I-C 036 Vert(LL) 0.45 18-19 >999 360 TCDL 10.0 i Lumber DOL 1.25 i BC 0,83 Vert(CT) 0.94 18-19 >510 240 BCLL 0,0 j Rep Stress Incr YES WB 0,95 Horz(CT) 0,28 12 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS i Wind(LL) 0.56 18-19 >860 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B4: 20 SP No.3, B3: 2x4 SP No.2 WEBS 2x4 SP No,3 SLIDER Left 2x6 SP No-2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-5 oc bracing. Except: 10- 0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6- 20,14-18, 9-18 mifek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 2 1674/0-3-8 (min. 0-2-0) 12 1670/0-3-8 (min. 0-2-0) Max Horz 2 = 74(LC 16) Max Uplift 2 492(I-C 8) 12 493(LC 9) Max Grav 2 1674(LC 1) 12 = 1670(LC 1) FORCES. ( lb) Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-437/285, 3-4=-2868/1906, 4- 5=-3685/2427, 5-6=-3500/2379, 6- 7=-4754/3176, 7-8=-4754/3176, 8- 9=-4695/3149, 9-1 0=-2867/1927, 10- 11 =-2916/1989, 11-12=-476/0 BOT CHORD 2- 23=-1 589/2548, 19-20=-2899/4839, 18- 19=-2899/4839, 8-18=-447/453, BOTCHORD 2- 23=-1 589/2548, 19-20-2899/4839, 18- 19=-2899/4839, 8-18=-447/453, 15- 16=-168/318, 14-15=- 1681318, 12-14=- 1652/2582 WEBS 4- 20=- 429/940, 5-20=-554/1021, 6-20=- 1 575/919, 6-19=01352, 14-18=- 1383/2342, 9-18=- 1433/2284, 9-14=-308/ 245, 4-23=-594/477, 20-23=-1570/ 2504 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50rnph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and Fight exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load noncencurrent 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 492 lb uplift at joint 2 and 493 lb uplift at joint 12. LOAD CASE(S) Standard Dead Load Deft. = 112 in 4x10 li PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 225 lb FT = 10% Anzhmy 1, Torrn o 711, "L ww"fNW, .4'oml k..c 0* , V d-41 0 4 '40083 4,151 St' Lucie Blvd, txt '12eice, F1 34946 Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 WRC,FB2MM A03 Hip A0031193 At Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Rum 8-120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:16 2018 Page 1 ID:zRSREVFepZFZ — OLY7U9ilztnLF-sASfhlgvvDMqhodMkq5eoM35TISw5S9uK5le8?zAgFH 1-0-P 5-8-15 11-0-0 20-0-0 29-0-0_ 34-3-1 40-0-0 1. 0-6 5-8-15 5-3-1 9-0-0 9-0-0 5-3-1 5-8-15 00 5x6 - 7x10 MT20HS 5x6 Dead Load Deft. = 5116 in 16 - 11 14 12 4x6 1 Sx4 3x8 5X10 li SX10 H 3x8 4x6 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets (X,Y)-- (2:0-6-7, Edgel, [5:0-3-0,0-241, [7:0-3-0,0-2-41, (10:0-6-7,Edge] LOADING (PSO I SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.O Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.30 14-16 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 i BC 1.00 Vert(CT) 0,61 14-16 781 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES 1 WB 0.49 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS i Wind(LIL) 0.37 14-16 999 240 Weight: 203 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 6-16,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 1660/0-3-8 (min. 0-1-15) 10 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 89(LC 16) Max Uplift 2 = 473(LC 8) 10 473(LC 9) Max Grav 2 1660(LC 1) 10 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/0, 3-4=-2933/2064, 4-5=-2766/1905, 5-6=-2541/1855, 6-7=-2541/1855, 7-8=-276611905, 8-9=-2933/2064, 9-10=-729/0 BOT CHORD 2-16=-1714/2609, 15-16=-1952/3225, 15-25=-1952/3225, 14-25=-1952/3225, 14-26=-1952/3225, 13-26=-1952/3225, 12-13=-1952/3225, 10-12=-1719/2609 WEBS 4-16=-130/284, 5-16=-281/644, WEBS 4-16=-130/284, 5-116=-2811/644, 6-16=-914/553, 6-14=0/346, 6-12=-914/553, 7-12=-281/644, 8-12=-130/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11; Exp C; Enct., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ' end vertical left exposed ' C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10,Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 473 lb uplift at joint 10. LOAD CASE(S) Standard Pax m't 4i, W's In '0—" 0'"V'4matom.' 'qk' I TWO 4" M I Anhmy T. :11, 1 f 4 iil 010 N 1"rp- ot. "a-V, 0 it 10083 14 V"M Al", A, — 'C 1W 14 ta M PIM., 0 at Wlim the ptt"te " 14,41NA iv;y"'t r"A.' It S A 'e' sa I?,, 0"m V V I at Nvr. 1— 1" t' I,- 44 5' StLucip, blvd, F0' t oc" FL A946 Opy' 4i1t0744 A I vnllmw h1Wy1'l,t.Wl1 1`1 1 koofl'i,.... Aplhoy 1, 111, P f, Job Truss Truss Type iQty -Ply RYAN H - OMES I ESTE Q I RO I BAY WRCEB2MM AO3T Hip A0031194 Job Reference (optional) AlRoofTrusses, Fort Pierce, FL 34946, design6a I ijruss,com Run: 8,120 s Dec 11 2617 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri .fun 142:69:17 201 a Page I ID: zRSREVFepZFZ_._OLY7U9jlztnt-F-KMOluehXqWUhJyCYIXctl-ZcEfipQqoUlYlUCgRa.AgFG 0-P 54-15 9-2-4 i.11-0-0 17-5-0 1 129-0-0 32-11-12 -0 0-6 5-1-15 4-0-5 1 -94R 6-5-0 6-6- 12 1 - 5-0-4 3-11-12 1 -04 1 OT 5x6 An I 19 9.4 11 6 3X4 4x6 2x4 11 5X8 7 Q 9 1A Dead Load Deft_ = 3/8 in 4 16 is WO 11 4x12 = 3x4 11 34 = 1,5x4 1! 5XIO H 6x8 3X4 11 5X8 9- 2-4 9 711 Q-0 17-5-0 23-4-0 23 11 12 29-0-0 5- 04 32- 11-12 Plate , , : Offsets (XY)- [2:0-6-7, Edget t6:073-0,0-2 , [8:0-3-0, Edge], [10:0-5-12,0-2-81,[13:0- 3- 11-1 2 6- 7, Edge], 11 6.0-4-0,0-1-8] [20 1 : 0 1 - 2 1 18, E, LOADING( psf) i SPACING- 2-0-0 CS1. DEFL in (lor-) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(ILL) -0,3420-21 >999 360 TCDL 10.0 i Lumber DOL 1.25 BC 0,92 Vert(CT) -032 20-21 >668 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz,(CT) 0.25 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.4320-21 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except* T2, T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2, 135: 2x4 SP No.3, 134: 2x4 SIP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10- 0-0 oc bracing: 22-24, 18-20 MiTelk recommends that Stabilizers and reuired I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 2 = 1675/0-3-8 (min. 0-2-0) 13 1671/0-3-8 (min. 0-2-0) Max Horz 2 89(LC 16) Max Uplift 2 465(LC 8) 13 467(LC 9) Max Grav 2 1675(LC 1) 13 = 1671(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4651261, 3-4=-288611938, 4-- 5=-3692/2450, 5-6=-372012555, 6- 7=-3909/2671, 7-8=-3779/2605, 8- 9=-3779/2605, 9-10=-374512585, 10- 11=-2757/1933, 11-12=-2942/1982, 12- 13=-551/63 BOT CHORD 2- 25=-1614/2569, 5-22=-246/257, 21- 22=-1814/3110, 20-21=-2291/3909, 9- 20=-355/363, 15-16=-1640/2622, 13- 15=-1640/2622 BOTCHORD 2- 25=-1614/2569, 5-22=-246/257, 21- 22=-1 814/3110, 20-21 =-2291/3909, 9- 20=-355/363, 15-16=-164012622, 13- 15=-1640/2622 WEBS 22- 25=-1510/2451, 6-22=-478/749, 6- 21=-567/1061, 7-21=-397/387, 7- 20=-264/80, 16-20=-1378/2376, 10- 20=-971/1590, 10-16=-326/137, 4- 25=-703/529, 4-.22=-427/896 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2 and 467 lb uplift at joint 11 LOAD CASE(S) Standard N PLATES GRIP MT20 244/190 Weight; 2341b FT=10% N, 3— ft, 0— M W, a,"", U0 9 ft W, V T, W W - k,4 1 14 W Von 1, fo., 0 WOO ut AWflony I Ton-1f,,o A7, 4 80083 4451 St, Lude Blvd, O"I' liki 0 Mo A I Root hv,w htwo.yl L Imb. ill N. ktp,haio, of W, immeni. m av hw,1 P'oh'W'd .4hool tht .'ffle. pmiwoo 1i 4M A I Rvf I'm" hvfioR, T, Tombo III, P1, M Pierce, FL A946 Job Truss Trus WIRCEB2MM A04 Hip A0031195 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:18 2018 Page 1 ID:zRSREVFepZFZ,,_OLY7U9ilztnLF-oZaQ5__i9RqcYx5nksF76tnBOL6BoZMmBriPFIC(zAgFF I -0-g 6-7-12 13-0-0 20-0-0 27-0-0 33-4-4 40-0-0 41 -1UI-0- 6-7-64-4 7-0-0 i 7-0-0 6-4-46-7-V i -0 5X6 U4 4x6 5X10 H 1,5x4 11 14 3x8 5x6 4x6 3x4 Dead Load Defl, '- 3/8 in SX10 11 10-1-12 20-0-0 29-10-4 40-0-0 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets (X,Y)-- [2:0-6-7,Edge], 5:0-3-0,0-2411, t7:0-3-0,0-2-41, [10:0-6-7,Edgel LOADING (psf) j SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.39 12-14 999 360 j MT20 244/190 TCDL 10,0 Lumber DOL 1,25 BC 038 Vert(CT) 0.74 12-14 647 240 BCLL 0,0 Rep Stress Incr YES WB 0A8 Horz(CT) 0.17 10 n/a n/a BCDL 100 Code FBC2017ITP12014 Matrix -MS Wind(I-L) 0,35 14-16 999 240 Weight: 203 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SEA M 30 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No2 2-0-0, Right 2x6 SP NO,2 2-0-0 BRACING- rop CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. MiTek recommends that Stabilizer's and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/ size) 2 1660/ 0-3-8 (min.0-1-15) 10 1660/ 0-3-8 (min.0-1-15) Max Horn 2 = 104( LC 16) Max Uplift 2 447( LC 8) 10 = 447( LC 9) Max Grav 2 1660( LC 1) 10 1660( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 604/0, 3-4=-2972/2098, 4-5=- 2750/1948, 5-6=-275112048, 6-7=- 2751/2048, 7-8=-2750/1948, 8-9=- 2972/2098, 9-10=-604/0 BOT CHORD 2-16=- 1746/2652, 15-16=-1379/2351, 15-25=- 137912351, 14-25=-137912351, 14-26=- 1380/2351, 13-26=-1380/2351, 12-13=- 138012351, 10-12=-1751/2652 WEBS 4- 16=- 2351410, 5-16=- 155/419, 5-14=- 296/663, 6-14=-466/462, WEBS 4- 16=- 235/410, 5-16=-155/419, 5-14=- 2961663, 6-14=-466/462, 7-14=- 296/663, 7-12=- 155/419, 8-12=- 235/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph, TCDL=5.Opsf; BCDL=5.Opsf, h=25ft, Cat- 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone, cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=11.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other member-,, with BCDL 110.opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 lb uplift at joint 10, LOAD CASE( S) Standard W." 1XV OW>3 0.1 TIV, 41- A !— 1, F i ko—' W, 41.," I'ill- 4"P 1.0— 11A. l..DOy I, P V4 a' AilOW" a, .0 ir 1 1, A". 0'. W.4 44 - 0 V —ftq Wf"'J ss W .'NlK. W .0 0 tsi 0 . 4 . 1 fw— 0 3, t"I" i#'I, W".—rY pw,A" !"114 Aki .1 10—0 — A" Tr I k'. mr— I t'- 4451 St, I Aide Blvd, Ail i00 elce' It 141 46 t ARAY1,1040111 Ill Zll—&,,ll'i' ll""I'll""I ' Job Truss (Truss Type Qty __.(Ply RYAN HOMES / ESTERO BAY v2- WRCEB2MM A05 !Hip 12 1 1 I A0031196 I cusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 1 2:69 - 192Q18 Page 1 1 0 -0-0 -0-0 ID:zRSREVFepZFZOLY7U9jlztnL,F-GI80JKin,C8kOYFMxQyfL-Q_,hZdVUsIsQKO3zllKzAqFE 1-7-7-12 I 4 - 15 20 -2 1-0-0 32-4-4 40-0-0 Ai-os7-7-12 7-4A 5-0-0 5-0-0 7-4-4 7-712 f 12 5X6 3X4 - 5X6 1! 1 11 16 14 5X10 11 1, 5x4 I 7- 7-12 7- 7-12 Plate Offsets (X.Yl--- -f2 6-6-7.Eclodf. -3-0. E 06 3X8 3x8 4A 15- 0-0 215-01-0 32-4 7- 4-4 1 n-o-n 7-A- LOADING ( pso SPACING- 2-0-0 Ca DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(I-L) 0,3616-17 999 360 TCDL 10,0 Lumber DOL 1,25 BC 0.99 Vert(CT) 0.70 16-17 690 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS i Wind(LL) 0.31 17-19 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No,3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid coiling directly applied or 2-2-0 oc; bracing. WEBS 1 Row at micipt 4- 17, 7-17, 7-16, 10-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 1660/0-3-8 (min. 0-1-15) 12 1660/0-3-8 (min. 0-1-15) Max Herz 2 119(LC 12) Max Uplift 2 446(LC 12) 12 446(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-572/91, 3-4=-2967/2075, 4- 5=-2506/1777, 5-6=-2490/1806, 6- 7=-2247/1770, 7-8=-2247/1770, 8- 9=-2490/1806, 9-10=-2506/1777, 10- 11=-2967/2075, 11-12=-572191 BOT CHORD 2- 19=-172212652, 18-19=-1722/2652, 17- 18=-1722/2652, 17-28=-136312348, 28- 29=- 1363/2348, 16-29=-1363/2348, 15-16=- 1727/2652, 14-15=-1727/2652, BOTCHORD 2- 19=- 1722/2652, 18-19=-1722/2652, 17-18=- 1722/2652, 17-28=-1363/2348, 28-29=- 1363/2348, 16-29=-1363/2348, 15-16=- 172712652, 14-15=-172712652, 12-14=- 1727/2652 WEBS 4- 17=- 498/526, 6-17=-298/565, 7-17=- 3311174, 7-16=-331/174, 8-16=- 298/565, 10-16=-4981526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph, I'CDL=5.Opsf; BCDL=5,Opst; h=25ft; Gat. 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=L60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 1 0. opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 446 Ib uplift at joint 12. LOAD CASE( S) Standard Dead Load Deft. = 5/16 in I .5x4 1! 5XI0 11 40-0- 0 7-7- 12 PLATES GRIP MT20 244/ 190 Weight: 213 lb FT = 10% WO 2016A I N4 W, kf,:- kup i,o- "k, "A.., too "r-1, 0'" PA""" "J.-te "'M"CW , N ft, p d 14 Im, 60,44 e, 1, 1W *, oln 1, i do ,Om, * ei W.Ui , W A V* J-' k I." t,,Iw -! Awh,ny 7, 4 it" 1# W J110 tAA"e R I :k, er-ee 0 14 -0,4 1*6 AIM .*ft" .0't S"et, W ,.349 St, Lune bNd, el-.111#114 -F-d oq k, 0 ew, -Im Im N, 44, Fort Pietce, F[ 34946 opy,11liodlmsm Rep'ttoluaw .1 this 40motiti'm .y Witt pfoh,batd .00#1 the tool heitt.40,10091101 I ""' """" Job Truss y 1 rus WRCEB2MM A06 Hip Ply I RYAN HOMES / ESTERO BAY Q A0031197 Job Reference s, Fort Pierce, FL 34946, design@a 1 truss,com Rum. 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:19 2018 Page 1 ID:zRSREVFepZFZ_OLY7U9jlztnLF-Gl8oJKinC8kOYFMxQyfLQ_hZNVWLIsrKO3zlIK7AgFE 1-0 8-9-3 17-0-0 23-0-0 31-2-14 40-0-0 1-00 1-0t 8-9-3 8-2-14 6-0-0 11 8-2-14 1 1 1 8-9-3 -0-; 5,00112 16 1 1 5XI0 11 1 .5x4 11 4x6 8-9-3 17-1 5X8 5X6 14 13 11 3x4 3X8 4x6 1,5x4 !I 31-2-14 40-0-0 8-2-14 8-9-3 LOADING (psf) SPACING- 2-0-0 CSIL DEFL. in (too) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,90 Vert(LL) 0,26 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.60 14-16 795 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0,19 9 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0,31 14-16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T312x4 SP No.2, TI: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt 4- 14, 5-113, 7-13 MiT4 recommends that Stabilizers and required cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. Ib/size) 2 1660/0-3-8 (min.0-1-15) 9 = 1660/0-3-8 (min. 0-1-15) Max Herz 2 134(LC 17) Max Uplift 2 464(LC 12) 9 464(LC 13) Max Grav 2 1660(LC 1) 9 1660(LC 1) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-575/0, 3-4=-2974/2094, 4- 5=-2342/1743, 5-6=-2079/1720, 6- 7=-2343/1743, 7-8=-2974/2094, 8- 9=-575/0 BOT CHORD 2- 16=-172712655, 15-16=-1727/2655, 14- 15=-172712655, 14-25=-1148/2079, 13- 25=-1148/2079, 12-13=-1730/2655, 11- 12=-173012655, 9-11=-1731/2654 BOTCHORD 2- 16=-172712655, 15-16=-1727/2655, 14- 15=-1727/2655, 14-25=-1148/2079, 13- 25=-1148/2079, 12-13=-1730/2655, 11- 12=-1730/2655, 9-11=-1731/2654 WEBS 4- 16=0/295, 4-14=-689/656, 5- 14=-235/502, 6-13=-234/502, 7- 13=-688/656, 7-11 =01295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft, Cat 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=I .60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 1 O. Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 9. LOAD CASE( S) Standard Dead Load Defl, = 3/8 in 5X10 1 PLATES GRIP MT20 2441190 Weight 2101b FT=10% S l' 1'v— , 1o Mo eM 7t FR Piw.' 0 1. rg"-d Ida, " IS 0"'r 0 tt' i4V, t'414 .0, R 3AIt xyEt lh I 3e, "'r, .-P- lw" :"w "AN'! Antlimy T, Tombo it% P E Z 8008 3 4451 St, Tune, Blvd, 17 4 011 1,! 01 W11 1' 1 11 34046 Rep e6om ftl fhrc imeieei, m ov law " P'*hftd without the -Ilep pem"m bet k I kof lmwAP0w'I1('.hW'PL Job Truss Trus WRCEB2MM A07 Hip Ply IRYAN HOMES /ESTERO BAY v2 , f 41 A0031198 erce, Ft. 34946, design@a I truss, com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun _1 12:09:211 20 - 18 - Page 1 1 ID:zRSREVFepZFZ_OLY7U9j[ztnLF-D7GYkOk2kl_6oZWJXNhpVPmwyJAymg2dTNSPpCzAgFC 00 6-6-8 12-9-3 19-0-0 21 -0- 27-2,-8 9-0,0 41IG4- I 1 612-13 - 2-0-0 13 18 1 13 33-546-2-11 6-6-8-0- 5. 00 (12 5X6 - 5X6 11 " — 18 17 ov1. ID 5X10 11 4x6 3x4 3x4 3x4 5XI0 11 3x4 4x6 10- 5-11 19-0-0 21 40-0-0 I f011 I I 8- 6-5 2-06 29-6-5 8- 6-5 10-5-11 1 LOADING ( pso SPACING- 2-00 CSI. DEFL. in (loc) I/dell Ltd TCLL 20,0 Plate Grip DOL 11.5 TC 0.89 Vert(LL) 0.37 15-17 999 360 TCDL 10,0 Lumber DOL 1.25 BC 0.95 Ved(CT) 0.6915-17 693 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.18 13 n/a n/a BCDL 11&0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0,3518-20 999 240 LUMBER - TOP CHORD 2x4 SP No.2 T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 62: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SIP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid coiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-18,9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. lb/size) 2 = 1660/0-3-8 (min,0-1-15) 13 1660/0-3-8 (min.0-1-15) Max Herz 2 = 148(LC 16) Max Uplift 2 481(LC 12) 13 481(LC 13) Max Grav 2 1660(LC 1) 13 1660(LC 1) FORCES, ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-652/0, 34=-2961/2163, 4- 5=-2748/1999, 5-6=-270812018, 6- 7=-2135/1699, 7-8=-1901/1649, 8- 9=-2135/1699, 9-1 0=-2708/2018, 10- 1 1=-2748/1999, 11-12=-2961/2163, 12- 13=-652/0 BOT CHORD 2- 20=- 1802/2641, 19-20=-1498/2399, 19-29=- 1498/2399, 18-29=-1498/2399, BOTCHORD 2- 20=- 1802/2641, 19-20=-1498/2399, 19-29=- 1498/2399, 18-29=-1498/2399, 17-18=- 1014/1901, 17-30=-1500/2399, 16-30=- 150012399, 15-16=-1500/2399, 13-15=-180712641 WEBS 4- 20=-209/350, 6- 20=-90/397, 6-18=-7401670, 7-18=- 417/578, 8-17=-417/578, 9- 17=-7401670, 9-15=-90/397, 11- 15=-209/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5. Opsf; BCDL=5,Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 2 and 481 lb uplift at joint 13. LOAD CASE(S) Standard Dead Load Dell, = 5/ 16 in PLATES GRIP MT20 244/190 Weight: 219 lb FT = 10% W-1 N_ 60 MW tr" uIr'l, 11les C9410MIA 914,; .411vllt'N*N- W41, #,er ,A M" . N, 1", 111r, W tie to., I [aI, F f t I$— i*V. w, - 'W'4 "'"M evf 04 it "Mi.-To ep"W'' o, - 7w" 0 M ""A* ft ("Y"'I k "o, lm cwftf . 1, 70,W 4t P1 1 :0 0, r "w'Y'.5 mww,7. s erTtt>.t:11, P E tl" WMAWK 1-4:.0tkWAW+":*,0lK,( *V O*Vw'.!fioi 0 Ike Aftweo 4-q,4, 1. N!"p-e".0 r. IUD e4 vxt pA., W r"," I ot WWI (Pee 4ot i-0,00: pelaIi Wn WWI 4.4m, *qw I NA—. 40083 W "?"-00;1,et.,I.I," 4451 5(, Lucie Blvd. I'll, P jowwnt, m oy 14m, s pah'It'led WIth"i the•nnep pewwoq I". A I Rof lmlesWhool 1, loath ill. PJ, -ort D:e ce, F1 A946 Job Qty 1 Ply RYAN HOMES / ESTERO BAY v2 WRCEB2MM Al Roof Trusses A08 I Common A0031199 I I - , - i I Job - Reference (optional) ierce, FL 34946, design@a I truss. com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:22 2018 Page 1 ID:zRSREVFepZFZ_OLY7U9ilztnLF-hKpwxMIgU36zPj5W55C22dJ4RjYtVATmilCzLezAgFB 00 6-6-8 12-9-3 20-0-0 27-2-13 33-5-8 400-0 41-00 6--6--8 6-2-11 1 7-2-13 1 T2-13 6-2-11 6-6-8 110- 5X6 5M 112 18 11 Z, / 16 Zo 1.11 1" 4X6 SX10 11 3x4 10-5-11 10-5-11 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 Incir YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP N0,2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No,3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS I Row at midpt 7-16, 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1660/0-3-8 (min. 0-1-15) 12 1660/0-3-8 (min. 0-1-15) Max Her,- 2 156(LC 12) Max Uplift 2 = 488(LC 12) 12 488(LC 13) Max Grav 2 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/0, 3-4=-2959/2172, 4-5=-2749/2011, 5-6=-2712/2032, 6-7=-2080/1663, 7-8=-2080/1663, 8-9=-2712/2032, 9-1 0=-2749/201 1, 10-11=-2959/2172, 11-12=-65410 BOT CHORD 2-18=-1809/2639, 17-18=-1518/2404, 17-27=-1518/2404, 16-27=-151812404, 16-28=-1520/2404, 15- 28=-1520/2404, IX8 U4 4x6 29-6- 6 40- 0- 0 9-6-6 10-5- 11 CSL DEFL. in (loc) I/ defl L/d TC 0.91 Vert(L- L) 0,35 16-18 999 360 BC 0,78 i Ved( CT) 0.67 16-18 718 240 WB 0.44 Horz(CT) 0,17 12 n/a n/a Matrix -MS Wind(LL) 0, 35 16-18 999 240 BOT CHORD 2-18=-1809/ 2639, 17- 18=-1518/2404, 17-27=-1518/2404, 16- 27=-1518/2404, 16-28=-1520/2404, 15- 28=-1520/2404, 14-15=-1520/2404, 12- 14=-181412639 WEBS 7-16=-835/1150, 8- 16=-7651719, 8-14=-80/398, 10- 14=-211/338, 6-16=-765/719, 6- 18=-80/398, 4-18=-21 1 /338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150rnph (3-second gust) Vasd= 1 16mph; TCDL=S. Opsf; BCDL=5.Opsf; h=25ft Cat, 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; C-C for members and forces & MINERS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10,Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 lb uplift at joint 2 and 488 lb uplift at joint 12. LOAD CASE(S) Standard Dead Load Dell, = 5/ 16 in 13 SX10 !I PLATES GRIP MT20 244/190 Weight: 209 lb FT = 10% 01Anlh,F, I Ti, b,, i ' F, U, 'It it III IUD ,P,tt 14 k, r.DI "0' "o't . 1, IM *, iA« f, I Wt 'er 4451 St is Blvd o, I P 4446 Whood Job i Truss iTruss Type WRCEB2MM !AI.5G Roof Special Girder Ply I RYAN HOMES / ESTERO BAY v2 A0031200 sses, Fort Pierce, FL 34946, design@altruss,com Run: 8.120 s Dee 11 2017 PrinL 8,120 1 s Dec " 1 1 - 1 2017 Mi , T . ek - industries, - I 1 I Inc - Fri - I - J - on 1 " 1 12O , 9: , 23 11 2 1 0 11 1 1 8 P - ageI I ID: zRSREVFepZFZ_OLY7U9jlztnLF.9WNJ9ilIF-MEqltgifojHaqsEl7voEViwxhxWu5zAgFA 110- 4-0 13-8-0 20-8-12 26-11-4 33-0-0 j 0-6 6-0-4 1 i 1 1- 1 1 1 _ 40-0-0 1-0 44-1-2 34-0 7-0-12 6-2-8 6-0-12 2-4-12 4-7-4 _6T 5x6 II 5, GO 112 2x4 11 17 15 8X8 II 7xI0 MT20HS 3x6 H 4x12 6X8 4x6 5x 10 MT20HS 10- 4-0 13-8-0 20-8-12 26-11-4 33-0-0 10- 4-0 3-4-6 7-0-12 6-2-8 6-0-12 Plate f2:0-5-3,0-6-4Jjf0:0-3-11, -2-81,[13 0-0-0,6-3-3],[16:0-4--8,-0-2-811fl7.6-2--6,6-2-0],[18:6-4-8,0-1-8] LOADING ( pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ltd TCLL 20,0 Plate Grip DOL 1.25 i TC 1.00 Vert(LL) 0.59 18 819 360 TCDL 10.0 Lumber DOL 1,25 BC 0,73 Vert(CT) 1,16 18 414 240 BCLL 0,0 Rep Stress Incr NO i WEI 095 Horz(CT) 0.20 13 n/a n/a BCDL 10,0 i Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.61 18 792 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.OE *Except' T2 ' 2x4 SP No.2 T334: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF ZOE WEBS 2x4 SP No.3 *Except* W2, W3,W6: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 3-0-0. Right 2x6 SP No.2 3-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. WEBS 1 Row at midpt 6-21, 7-17 2 Rows at 1/3 pts 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2739/0-3-8 (min. 0-2-4) 13 3468/0-3-8 (min. 0-2-14) Max Herz 2 = 84(LC 9) Max Uplift 2 703(LC 5) 13 992(LC 9) Max Grav 2 = 2739(LC 1) 13 3468(LC 1) FORCES. ( Ib) Max. Comp,/Max. Ton, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1957/366, 3-4=-536211480, 4- 5=-5297/1486, 5-6=-5301/1485, 6- 7=-8681/2466, 7-30=-10128/2801, 30- 31=-10128/2801, 8-31=-10128/2801, 8- 9=-10128/2801, 9-32=-1013212803, 32- 33=-10129/2803, 10-33=-10127/2803, 10- 11=-6926/1956,11-12=-6740/1919, 12- 13=-2145/599 TOP CHORD 2- 3=-1957/366, 3-4=-5362/1480, 4- 5=-5297/1486, 5-6=-5301/1485, 6- 7=-8681/2466, 7-30=-10128/2801, 30- 31=-10128/2801, 8-31=-10128/2801, 8- 9=-10128/2801, 9-32=-10132/2803, 32- 33=-10129/2803, 10-33=-10127/2803, 10-11=-6926/1956, 11-12=-6740/1919, 12-13=-2145/599 BOT CHORD 2-21=- 1245/4842, 20-21=-2293/8610, 19-20=-2293/8610, 18-19=-3138/11550, 18-34=-3138111550, 34- 35=-3138/11550, 17-35=-3138/11550, 16-17=-1696/6454, 16-36=- 1696/6454, 36-37=- 169616454, 15- 37=-169616454, 13-15=-1641/6027 WEBS 4-21=-159/327,5-21=-1006/3733, 6-21 =-5322/ 1592, 7-19=-3293/917, 7 - 18=-349i 1544, 7-17=- 1612/565, 9-17=-882/392, 10-17=-1101/4208, 11 - 1 5=-1 32/627, 6-19=-406/1628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult= 1 50mph (3- second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Cat, If: 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 2 and 992 lb uplift at joint 13. 4x4 Dead Load Deft. = 9/16 in 602 PLATES GRIP MT20 244/ 190 MT20HS 1871143 Weight: 262 lb FT = 10% 8) Hanger( s) or other connection device( s) shall be provided sufficient to support concentrated load(s) 163 b down and 74 lb up at 22-11-4, 163 lb down and 74 b up at 24-114, 159 lb down and 88 lb up at 26-11-4 159 lb down and 88 lb up at 28-11-4, and 159 lb down and 88 lb up at 30-11-4, and 300 lb down and 210 lb up at 33-0-0 on top chord, and 1410 lb down and 472 lb up at 20-8-12, 88 lb down at 22-11-4, 88 lb down at 24-11-4, 84 lb down at 26-11- 4, 84 lb down at 28-11-4, and 84 lb down at 30-11- 4, and 343 lb down and 107 lb up at 32-11-4 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: 1-5=-60, 5- 6=-60, 6-1 0=-60, 10- 14=-60, 22-26=-20 Concentrated Loads (lb) Vert: 1 0=-203(6) 18=- 14 1 O( B) 9=- 119( 8) 17=-62(6) 15=-343(B) 30=- 1 23(B) 31 =- I 23(B) 32=- 11 9(B) 33=-1 19(B) 34=-70(B) 35=-70(B) 36=-62( 8) 37=-62(B) Anthtxiy Fambn Al, P1, 80083 4451 Lude Blvd. Repodwlio of lk" imortAl'.- V foror,,, Pr*bi1fd. A0. 1 Mf .'"eo pvwwoo I'm A I Rol In hurtyV100,60901 Fort pierce, FL 34946 Jo I b Truss Truss Type Qty Ply RYAN HOMES / EsfEko BAY v2 A0031201 WRCEB: B05G Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run i 8:120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:24 2018 Page 1 10:zRSREVFepZFZ_OLY7U9j[ztnLF-dixhM2rtiwOgMhfOEuCWEW72ORfWEVz4l39Lh3QXzAgF9 10-4-0 i 1 20-8-0 1-0-6 5-0-0 5-4-0 5-4-0 5-0-0 WO II 1.5x4 H 5X8 = 1 5x4 11 20-8-0 5-0-0 Dead Load Defl. = 118 in 4x67 HW4 WO L OADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Ildefl L/d I PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.14 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) i 0.3010-11 839 240 BOLL 0,0 Rep Stress Incr NO WB OA2 Horz(CT) 0.07 8 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 10 999 240 Weight: 101 In FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing he installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 1318/Mechanical 2 1381/0-3-8 (min. 0-1-10) Max Horz 2 53(LC 8) Max Uplift 8 281(LC 9) 2 318(LC 4) Max Grav a 1318(LC 1) 2 1381(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except whenshown. TOP CHORD 2-3=-382155, 3A n-2339/499, 4-20=-3025/648, 20-21 =-3025/648, 5-21 =-3025/648, 5-22=-30251648, 22-23=-3025/648, 6-23=-3025/648, 6-7=-2346/498, 7-8=A24/63 BOT CHORD 2-11 =-402/2082, 11-24=-396/2087, 24-25=-39612087, 10-25=-396/2087, 10-26=-396/2095, 26-27=-39612095, 9-27=-39612095, 8-9=-40212090 WEBS 4-11 =0/251, 4-1 0=-203/1093, WEBS 4-1 1=0/251, 4-10=-203/1093, 5-10=-646/270,6-10=-199/1088, 6-9=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; CaL 11; Exp 0; 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 pending. 4) This truss has been designed for a I O.O psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 8 and 318 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 182 lb tip at 5-0-0, 64 lb down and 56 lb up at 7-0-12, 64 Ih down and 56 lb up at 9-0-12, 64 lb down and 56 lb up at 10-4-0, 64 lb down and 56 lb up at 11-7-4, and 64 lb down and 56 lb up at 13-7-4, and 202 lb down and 182 lb up at 1"-0 on top chord, and 113 lb down at 5-0-0, 48 lb down at 7-0-12, 48 lb down at 9-0-12, 48 lb down at 10-4-0, 48 lb down at 11-7-4, and 48 lb down at 13-7-4, and 113 lb down at 15-7-4 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 Standard Uniform Loads (plf) Vert: 1--4=-60, 4-6=-60, 6-8=-60, 12-16=-20 Concentrated Loads (lb) Vert: 4=-155(B) 6=-155(B) 11 =-91(B) 10=-34(6) 5=-64(6) 9=-91(6) 20=-64(B) 21 =-64(B) 22=-64(B) 23=-64(B) 24=-34(B) 25=-34(6) 26=-34(B) 27=-34(6) WVN"Im, avh rMwc l.ftw N W* aW , V "$ 4; 4., N1"r 4, M 4'Per Messmti s q "'.w. b''k t ro—*!'-*w"4.o'MW' —A, .4"q M.s .W"" l•omto N;, I) 0 4451 SI w e N'd 1 1411'-6 qy!' 9ol t 7016 A 1 Pool I` ...... Arlbooff 1-h.11IJ1, mrlfwffi o tio. 4 1 tool I ...... Whov 1, 1-ho III F.E. Zt WRCEB2MM Al Roof Trusses, 1-0-0 1-0-0 LOADING (pso TCLL 20,0 TCDL 10.0 BCLL 0.0 BCDL 10.0 i russ I russ I ype Qty Ply RYAN HOMES B06 IHip 1 11 ''1 1 1 1 '— - 11 ] - -,J- _ e (optiorJ,Job Referenc e,FL 34946,design@altruss,com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Ind ID:zRSREVFepZFZ—OLY7U9iiztnLF-5vV3ZNn'y 7-0-0 13-8-0 7-0-0 6-8-0 4x6 4x6 4 5 SPACING- 2-0-0 CS1. Plate Grip DOL 1.25 TC 0.73 Lumber DOL 1,25 BC O.66 Rep Stress Incr YES WEI 0.09 Code FBC2017/TP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, BOT CHORE) Rigid ceiling directly applied or 6-11-13 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. ji REACTIONS, (lb/size) 7 825/Mechanical 2 888/0-3-8 (min. 0-1-8) Max Herz 2 68(LC 12) Max Uplift 7 -207(LC 13) 2 -251(LC 8) Max Grav 7 825(LC 1) 2 888(LC 1) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/0, 3-4---13101893, 4-5=-1 144/903, 5-6=-1310/892, 6- 7=-377/0 BOT CHORD 2- 1 0=-681/1139, 9-1 0=-678/1144, 8- 9=-678/1144, 7-8=-681/1139 NOTES- 1) Unbalanced roof live loads have been considered for this design, 9 3x4 8 1. 5x4 I DEFL. in too) I/defl L/d Vert( LL) 0.31 8-13 792 360 Vert( CT) 0.37 8-13 676 240 Horz( CT) 0,09 7 n/a n/a Wind( LL) 0.19 8-13 999 240 2) Wind: ASCE 7-10: Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf ' BCDL=5,Opsf; h=25ft; Cat, 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed ' C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for Miss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 7 and 251 lb uplift at joint 2, LOAD CASE(S) Standard NY v2 AOO J1202 Jun 1 12:09 ' 25 201.8 Page 1 gFxeVwcJicaDO? QdyzzAgF8 Dead Load Deli. = 1/16 in 4x4 6 7 J 3X10 H PLATES GRIP MT20 244/190 Weight: 82 lb FT = 10% i ' k"A- P inxrou. bk ltfbe rt M45t0— Kfi48" w I— stihOflp T. Tombo 1K, P r ON N, .'" x*.J Wql -0— .4 P.'nm M ar0 ww— erkW"d e" f* _V* -`4" M' 4451 4. FW Nefee, H. 14946 Aq$oyl 1Q., W4 Pf Job I Truss Truss Type Qty Ply WRCEB2MM B07 Hip 1J Al Roof Trusses, Fort Pierce, FL 34946, design @a 1 truss corn Run: 8.120 s Dee 11 2017 Print: 8.120 s I ID:zRSREVFepZFZ_,_,OL 1 0-0 9-0-0 11-8-0 1 -6-0 9-0-0 2-8-6 3x8 111 4x6 --,: 4x6 - 1,5x4 li 4x4 1,5x4 it RYAN HOMES / ESTERO BAY v2 Job Reference ec 11 Wfl Mi 9-0-0 3x8 11 A0031203 Dead Load Defl. = 118 in 11-8-0 20-" 1 19-0-0 9-0-0 1- 2-8-0 9-0-0 Plate Qtfsets (X,Y)-- [2:0-6-3,0-0-2), (7:0-6-3-10-0-2] LOADING (pso SPACING- 2-0-0 i CS1. DEFL. in too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.58 Ved(LL) 0.29 8-13 844 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.43 8-13 572 240 BCLI_ 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.07 2 n/a n1a BCDL 10,0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 8-13 999 240 Weight: 85 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No-2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No-2 1-6-0, Right 2x6 SP N0.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc; purlins. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 825/Mechanical 2 888/0-3-8 (min. 0-1-8) Max Herz 2 83(LC 12) Max Uplift 7 226(LC 13) 2 = 255(LC 12) Max Grav 7 = 825(LC 1) 2 = 888(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-534/0, 3-4=-1215/850, 4-5=-1038/894, 5-6=-1215/850, 6-7=-512/0 BOTCHORD 2-10=-606/1033, 9-10=-606/1038, 8-9=-606/1038, 7-8=-606/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16m^ TCDL=5.Opsf; BCDL=5.Opsf; h--25ft: 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCIDL 10,Opsf. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 7 and 255 lb uplift at joint 2, LOAD CASE(S) Standard Antl',ony T. Tomt',o IN, PT, 4451 Sr ,Ucj F1 A4446 7014k 19011-1" 4ohvoYl ImkollIN, 101NWIP Pf Job WRCEB2MMIC01 Al , Roof T - russes, Fort Pierce,I I FL a Truss Type Qty Ply RYAN HOMES /ESTERO BAY v2- Monopitch 9 1 A0031204 Uss, com Run: 8A20 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun - 1 11 1 1 2 1 : 09 1 : 26 1 20t8 - Pa I ge 1 1 ID: ta7uotTo57oOtNCWmTn2mQyhqgX-253RnjoAYHGPuKOHKwH_CTUq7KydR4lMdfAAUQzAgF7 1- 0-0 1 1 1-0-0 5-10-8 1.5x4 11 Dead Load Dell. = 1/16 in 3x4 1. 5x4 11 5-1- 0- 8 5-10- 8 I I LOADING i( pso j- SPACING- 2-" CS1. DEFL.- in loc) l/d e fl Ud I PLATES GRIP TOLL ;eN Plate Grip DOL 1,25 1 TO 0.67 Vert(LL) 0.21 4-7 327 MT20 244/1 qO TCDL 1 . 0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.11 4-7 623 240 BOLL 0, 0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 2 nia n/a BCDL 10. 0 Code FBC2017rrPI2014 Matrix -MP Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with, Stabilizer Installation guide. REACTIONS. (lb/ size) 4 224/ Mechanical 2 294/ 0-8-0 (min, 0-1-8) Max Horz 2 118( LC 12) Max Uplift 4 130( LC 8) 2 149( LC 8) Max Grav 4 224( LC 1) 2 294( LC 1) FORCES. (lb) Max. Comp./ Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=- 149/263 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; CaL 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4 and 149 lb uplift at joint 2. LOAD CASE( S) Standard 41 *- q i, r4,l,s+pw"gn,W,,IA".f*il,n,),.rl,-"fAwhl6 i 4ljf 'W": aw. Joqnl, 100 - W,Aqqfy to .f . R * U, *, CWMi. .-p- mt, i"", .! to Art lion' 1, 1 ombo 11 E es! - 0 'M T'a; ", .7 Nil, It t ""-W& 0 C, I— ii, 1k Wit, k,r, . r-ww 9 f. Q'I s Cal 4, 1." R1 I k"po. 0 t4 -V W '" WO 0 4, 04M .0 k-mC It 4451 S(, Lucie Blvd, opp'llil 02016 A I 11KI basses Anti,ov, 1, 1940 111, P.E. Repm6cio. of M40(umenm m Imm, i5 pt*bod calico the -tt" ptwwoo lom ii I Rol hmei WWI 1, lomho 11l, P 1, P erce, FL 34446 WRCEB2MM At Roof trusses, Fort Truss j Truss Type Qty 1my IRYAN HOMES /ESTERO BAYv2 C01GE 1 Monopitch Supported Gable 11 1 1 A0031205 FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:27 2018 Page I 10:ta7uotTo57o0tNCWmTn2mQyhqgX-2Hdp_3poJbkGWUzTueoDlgO83kRiAwyVrJvklszAgF6 I - 1-0-0 i 5-10-8 1-0-0 5-10-8 5,00112 1.5x4 3 T1 STI 2 1.5x4 N 8 7 6 2x4 1.5x4 11 1,5x4 11 1.5x4 !I LOADING (psf) SPACING- 2-0-0 j CSL DEFL. in (loc) I/defI L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n1r 80 BCLL Rep Stress Incr YES WB 0.06 Horz(C T) 0.00 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purfins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTelk recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i REACTIONS. All bearings 5-10-8, lb) - Max Herz 2= 118(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2,7,8 Max Grav All reactions 250 lb or less at joint(s) 6,2,7,8 FORCES, (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 26 lb FT = 10% to" V— h—#' '— It, '4: Ui 4Msi ,o7 U#ikk MC L ,V`N o,,1 w!,4w, R, N, 4- N1q, W ' 411— ` halt. f .M".' i4"' to., ilog.al M .1t t— 'w—: t' "lN "r as 'ixr'f ' i,jh — to" T%' — M K 1,t f"V' "'aj!— "'Wt- Atthony 1, Tombo H', P F, 0'' im - rf" ' t, ""'W" 0 N a.. d qo, t-*N i11'w:axe 0 ' V %, 1, to n! --1 *" 'W." .4 k—j 'ka as N 0 a9- 11,,.,*T!""","",I,4",t,€,,,aie,,,,—,V,,w,W 7m.4,s",2""",$f—,t-. 4451 'l [ uoe 81,d 041- 1 W o t. . (WW If,'# 1W 1 -1 ' P' 1; 'a" —f 1,- N4"I' 0: k' ro"i 0 .' w*" Z 0*"t k- tar14946 Z' NO hi", k"th", I imk III, F i, Zt1` 11 4' 00'yt14".W P1, Job Truss Truss Type QtY PIY RYAN HOMES/ ESTERO BAYv2 f WRCEB2MM C05E Common Girder 1 1A00312061 Job Reference (9ptional), At Roof Trusses, Foil Pierce, FL 34946, design@altruss.com Run: 8.126 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:69:27 2048 Page 1 ID:zRSREVFepZFZ—OLY7U9ilztnLF-2Hdp_3poJbkGWUzTueoDlg08ukRNAX?VrJvk1szAgF6 1 -1-0-0 1 13-3-4 1-0-0 6-8-0 6-7-4 4x4 2 ei 15 14 13 12 it 10 9 3x8 11 13-3-4 13-3-4 LOADING (Pso ACING- 2-0-0 CS1. DEFL. in loc) I/defl Lld TCLL 20,0 Plate Grip DOL 1.25 TC 0,10 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0,00 9 n/a n/i BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 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. All bearings 13-3-4. lb) - Max Herz 15= 67(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 13, 11 except 15=- 1 66(LC 4), 14=- 1 02(LC 8), 10=-103(LC 9) Max Grav All reactions 250 lb or less at joint(s) 9, 12, 13, 14, 11, 10 except 15=537(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-512/178 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf: h=25ft; Cat. 11; Exp C; EncL, GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI(TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated, 5) Gable requires continuous bottom chord bearing, 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc, 8) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 9) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13, 11 except Ot=lb) 15=166, 14=102, 10=103, 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 406 lb down and 133 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=11.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 2=-355 PLATES GRIP MT20 244/190 Weight: 60 lb FT = 10% P 'thon) 1, 1 1!', P L. tZ 44,51 Sr.u( FABlyd ratPwue,, H. W)46 5py"Vm V 2010 X I Rea! 1'a.... Aohu'Y I t-haRL P i kepr,,Ovle. 0 Ih,, dmftni, m." lom " p0itit'd Awi the P"Mm'e. he. A I keRoofI-oi A00Y 1, I-b. 11t ri, 117 I J I ob truss Truss Type Qty PI RYAN HbMES / ESTERO BAY V2 A0031207 WRCEE iCJ1 Corner Jack 9 1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0,0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 truss,com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12:09:28 2018 Page 1 ID:zRSREVFepZFZ—OLY7U9jlztnLF-WUBCCPpR4vs78eYfRLJSHuZIR8nxv of4zfHZIzAgF5 1-0-0 0-11-11 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0,17 Lumber DOL 115 BC 0,03 Rep Stress Incr YES WEI 0.00 Code FBC20171TPI2014 Matrix -MR WEBS 20 SP No,3 BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 150/0-3-8 (min. 0-1-8) 3 12/Mechanical 4 3/Mechanical Max Harz 5 43(LC 9) Max Uplift 5 81(LC 8) 3 12(LC 1 4 6(LC 9) Max Grav 5 = 150(LC 1) 3 11(C 8) 4 12(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=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. i6 3x8 11 DEFL. in ftoc) I/defl L/d Vert(LL) 0,00 5 999 360 Vert(CT) 0.00 5 999 240 Horz(CT) 0.00 3 n/a n1a 5) Provide mechanical connection (by other-,) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 3, 4. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 5 In FT = 10% Anthony lmnll^ :1:, 800,13 IM 1141. 010 046n(.r,'4n 6n k .. P4.1 1 4,151 14, WA. wt a ette, Fl- 34046 Job Truss IWRCEB2MM CJ16 At Roof Trusses, Fort Pierce, FL MWI CORNERJACK truss,com 120s RYAN RO BAY Q f I A0031208 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12: 0-9- -:29 2-0 1,B Page 1 ID:zRSREVFep2FZ—OLY7U9j[ztnLF- qkaPlq3rC lo7s?3qhq55VlX77eR2oJdOq5kz F4 0-9-11 0-9-11 0-9-11 I- LOADING (pso SPACING- 2-0-0 i CS1. DEFL. in loc) I/deff L/d TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.06 Ved(LI-) 400 4 999 240 TCOL 10.0 Lumber DOL 1,25 1 BC 0,03 Vert(CT) 0,00 4 999 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/a n1a BCDL 10.0 Code FBC2017[TP12014 Matrix -MR LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-9-11 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with, Stabilizer Installation guide. I REACTIONS. (lb/size) 4 26/0-1-8 (min,0-1-8) 2 19/Mechanical 3 7/Mechanical Max Horz 4 30(LC 9) Max Uplift 4 1(LC 10) 2 19(LC 12) 3 9(LC 9) Max Grav 4 26(LC 1) 2 19(LC 1) 3 13(LC 10) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3, LOAD CASES) Standard PLATES GRIP MT20 244/190 Weight: 3 lb FT = 10% tj W,' i UV [to, V"i.ttr' QNJIJIfWA I., V'h t'u"p-4-4 reedaales ry I— )"'e' 1-4:1KI, W 'k llom,I Tc r T' It to.", ltw 9.1", .1""" q" Wk, TM tr o-It Amhony T. Trrmtx) IF, ;) t401" 1 t.ot (' o' 'reosNn! 0 ' 1— $0-" 'Mr 4, 1*16q 0 . K ' V, t 4, *V 4"o to i I, To 4 " 4M ,, 9 ' 4- V" k.*, t Aft. W 4#tr w 0 4451 St. kxie Blvd, PJ' Rolod.(tio. of tku, hoottot'Ruy for., o P0.1iod .40ol the w(rfleft Fomisio. from A I Roof bvwFort Pierce, F1 34946 RO BAY v2 WRCEB2MM Al Rrx>ftrusses,_ CJ3 I Corner Jack M m Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 ID:zRSREVFepZFZ__ OLY7U9jIztnLF- RA-0-0 2-11-11 01-0-2-11-11 A0031209 Industries, Inc, Fri Jun 1 1 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in 10c) I/deff L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.27 Vert(LL) 0.01 4-5 999 360 TCDL 10,0 Lumber DOL 1.25 BC 0,14 Vert(CT) 0,01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0,00 1 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. MiTek recommends that Stabilizers and required I I I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 194/0-3-8 (min- 0-1-8) 3 69/Mechamcal 4 28/Mechanical Max Harz 5 72(LC 9) Max Uplift 5 = 68(LC 8) 3 60(LC 12) Max Grav 5 194(LC 1) 3 69(LC 1) 4 51 (LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/252 NOTES- 1) Wind: ASCE 7-10; Vultm 1 50mph (3-second gust) Vasd=1 16mph: TCDL=5,Opsf; BCDL=5.Opsf; h=25ft Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelop") and C-C Exterior(2) zone: cantilever left and right exposed : end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% W-q 't.-N 'A I 130 RM Rims 4 ('At4Tj()6 `jq- I., i,o 4u, p-,N, e,, It W"Onpo"-l ".—F F-04, I M 0; V. ;F' oF 04 . 4, TRID * A. IN 1 1, 0" 1, '-,Fryd "MOM Ardony I . I ,)m6r, ' F i IWOFF " 10 ws Wq! ON N fli, 0— A*?d M4 v IN 1.1F.1 'I WN. Al 1" K 13 t 10 * 1.'g kn tiN W, W FA 1 1, 4;- 0 * VA -4.4 0 "k, h*q 'j, z KI0,83 IF I oc- WAM' elk. I I's NI.J. 4451 S(, aido BNd, A H AW Ikoothm's 11001I, IOMb. II01, T"WILpf, WRCEB2MM CJ3B truss i ype (sty ply RYAN HOMES / ESTERO BAY V2 Corner Jack A003121 0II'll, qgp_ Reference (optional) Al -Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com _1 261MFRun: 8.120 s Dec 11 2017 Print: 8.120 s Dec 1 1 iTek Industries, Inc. Fri Jun I _12:0630 26W Pagel ID:zRSREVFepZFZ___OLY7U9jlztnLF-Sslyd5fhcW6rNxi2ZmLwNJedhxRVNuHyYHBQeBzAgF3 2-9-11 2-9-11 1 fix, 3X3 it 2-9- 11 2-9-11 LOADING psf) 1 SPACING- 2-0-0 CS1. 1 DEFL. in loc) I/defi L/d TCLL 20.0 1 Plate Grip DOL 1,25 1 TC 0.25 Vert(LL) 0,00 3-4 999 360 TCDL 10.0 I Lumber DOL 1,25 BC 0,15 Vert(CT) 0.00 3-4 999 240 BCLL Rep Stress Incr YES WEI 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.01 3-4 999 240 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 2-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mitek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, (lb/size) 4 = 104/0-1-8 (min. 0-1-8) 2 73/Mechanical 3 31/Mechanical Max Horz 4 60(LC 9) Max Uplift 4 = 13(LC 12) 2 60(LC 12) Max Grav 4 104(LC 1) 2 = 73(LC 1) 3 = 50(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=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for tniss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 10 lb FT = 10% WIT's's o' Ae-, I 1'u 4 F i too— ,, 40" ot,'."' ;i0q .4, Im oI 14 k` 't-kvPf'f_ flc tw.l, 'An To 1 71ottil"FFAyflfF.S.'W'tmo.' '000M Anholly T, 1-wnk) 11, ,E0Tt:.y4 telt., " 14 WW.09.. too rs10 Won 0 W W, 1, K W a, *1 4m d'! A, W Its I iFtyem Ark w "4 "? ""'s' 0 * T"11 -z`61 `-F14 r' T.. 'Weilse W kol-s is* d' 1k 0 lot 4451 St. tude Blvd. Fart SA el(, P, FL 34946 Whofty I Tombp 111, P.E. Rtisfod"olop DI this im-001, in ot 1q, 'is p(OVIsled .4041 Me>rlanen pmmiop boat h I 4sif he , m Aqlhm 1 1#40 111, P f Job Truss Truss Type WRCEB2MM CJ5 Corner Jack RYAN HOMES / ESTERO BAY v2 5 A0031211 truss.com LOADING (pso SPACING- 2-0-0 TCLL 20,0 I Plate Grip DOL 1.25 TCDI_ 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins, except end verticals, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 271/0-3-8 (min. 0-1-8) 3 124/Mechanical 4 54/Mer-hanical Max Horz 5 106(LC 12) Max Uplift 5 78(LC 8) 3 98(LC 12) Max Grav 5 271(LC 1) 3 124(LC 1) 4 = 87(LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-5=-2311346 NOTES- 1) Wind: ASCE 7-10; Vu1t= 1 50mph (3-second gust) Vasd= I 16mph, TCDL=5,Opsf; BCDL=5.Opsf; h=25ft, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:31 2018 Page I ID:zRSREVFepZFZ_OLY'IU9jlztnLF-w3sKqRsJNqEi?5HE7Us9vWBkhLjU6LX5mwlxAdzAgF2 4-11-11 4-11-11 U10 11 4-11-11 0-2-121 CS1. DEFL, in loc) Well L/d TC 0.49 Vert(LL) 0.05 4-5 999 360 BC 0.42 Vert(CT) 0.05 4-5 999 240 WEI 0.00 Horz(CT) 0,04 3 n/a nha Matrix -MR 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at form(s) 5, 3, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 18 lb FT = 10% At,,h,,)ny T,rtn :F, ;1 F wwoww' -5083 0-0* F."p4m, 44S1 fit, Ltxif: bl,d, rort " r(e, 3,1946 16dlmLes I Roflrmet 41 " ' """" Job I I russ Truss Type Qty 1 Ply 1 RYAN HOMES / ESTERO BAY V2 f WRCEB2MM CJ5B Corner Jack 1 i 1 1 A0031212 truss,com 3x_1 120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek I ID:zRSREVFepZFZ,,, OLY7U9jlztnLF-OFQi1 4-9-11 4-9-11 3x4 4-9-11 4-9-11 LOADING (psf) SPACING- 2-0-0 SI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.48 Vert(LL) 0,02 3-4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.27 Vert(CT) 0.05 3-4 999 240 BCLL 0,0 Rep Stress Incr YES WB 0,00 Hor-.,(CT) 0.03 4 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.03 3-4 999 240 1 Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc; purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 4 18410-1-8 (min. 0-1-8) 2 128/Mechanical 3 56/Mechanical Max Herz 2 90(LC 9) Max Uplift 4 12) 2 59(LC 12) Max Grav 4 184(LC 1) 2 128(LC 1) 3 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-179/310 NOTES- 1) Wind: ASCE 7-10; Vult-- I 50mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft, Cat. II; Exp C ' Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, LOAD CASE(S) Standard I Vdony 1, Tor'boa-IMT 41151 y-t"L'"'u' 4o,t Dietce, FL 349,16 WRCEB2MM ID05E Morlopitch Supported Gable A0031213 Fort Pierce, FL 34946,design@altruss,com Run: 8,120 s Nov 12 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:32 2018 Page I ID:ta7uotTo57o0tNCWmTn2mQyhqgX-OFQi1nsx87NYcFsRgBOOSkj?Kl8lmHE?adUi3zAgF1 1-0-0 1 114-11-8 1 1-0-0 4-11-8 5,00112 1.5x4 11 3 Ti L 4 1.5x4 all STI 2 F 6 5 2x4 1.5x4 11 1,5x4 11 LOADING (psf) SPACING- 2-0-0 CS1. i DEFL. in (loc) I/defl TOLL 20,0 Plate Grip DOL 1.25 i Vert(LL) 0,00 1 n/r TCDL 10,0 i Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n1r BOLL 0,0 Rep Stress Incr YES WB 0,10 Horz(CT) 0.00 n/a BCDI- 1Q0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP 1\10.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No-3 OTHERS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 4 3/5-0-0 (min, 0- 1 -8) 2 169/5-0-0 (min. 0-1-8) 6 233/5-0-0 (min. 0-1-8) Max Herz 2 113(LC 12) Max Uplift 5 20(LC 12) 2 56(LC 8) 6 106(LC 12) Max Grav 5 = 43(LC I 2 169(LC 1) 6 233(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-2061325 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft: Cat, 11: Exp C; Encl, GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed : end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11 .60 plate grip DOL=1 .60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except Ot=lb) 6=106. LOAD CASE(S) Standard Ltd PLATES GRIP 90 MT20 244/190 80 n/a Weight: 21 lb FT = 10% q 71V'N NLZ,r' 'Wr IMDCRWX"hm .41'.4N. ` 4-!t t W, ' .A" W" W.'r -VN" "b4 Atitho,y T. ToMbo 111, P f- m v,? iz m.S i :'a u x Ira{ ae a .`sae Hai &« wa mx nt:rr pled Ael me'az .wd Msa»r ces atd R" .k qp stay cm ira t , #xu f.p nspr wss. atA kx uldi zza ,ys. -,k t 80083 1 n", W , —14 wt —1,1 :4 1- k,r' 5,—, " N Wk, r',P, n— . h'W4 k ""W'4 445 St Lucj,, B14RWA6 qy"iIst " 206 A I ii'A 6'w' Wh— i Imb. 111, P I iq Ao- 0i Thn do—.1 1—" R'Abod Awl th" a'I" P" mayn ham A I k.j 1-" Whoy I I"'ho III PZt I" Job I Truss Truss Type Qty Ply jRYANH0MES-/ESTER0BAY V2 I WRCEB2MM D06 Monopitch 10A061214 Job Reference (optional) AlRoofTrusses, Fort Pierce, FT-4494(31 of esign@al truss.Gom Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 20117MiTek Industries, Inc. Fri Jun 1 12:09:33 2W8 Page 1 ID: ta7uotTo57o0tNCWmTn2mQyhqgX-sR-5F7tZvRVPEPQdEvvd_x(,619P7aF1OEEM2EWzAgF0 I 1 1 4-11-8 1- 0-0 4-11 -il 3 2x4 1,5X4 11 4 5- 0-0 LOADING ( pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0,38 IVert(LL) 402 5-8 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.35 Vert(CT) 0.05 5-8 999 240 BCLL 0,0 . Rep Stress Incr YES I W6 0,00 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 i Code FBC2017/TP120114 I Matrix -MP Wind(LL) 0.05 5-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc: bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 5 190/Mechanical 2 259/0-8-0 (min. 0-1-8) Max Herz 2 113(LC 12) Max Uplift 5 84(LC 12) 2 79(LC 12) Max Grav 5 190(LC 1) 2 = 259(LC 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL -5.Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 .60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 5, 2. PLATES GRIP MT20 2441190 Weight: 20 lb FT = 10% MAW " of lisps.., ft ,, 1",Ito It* "o, 41 P, I it, 1001w, AWhony T. :L, 90083 44K st, Lurie Blvd. b1hogy 1 Tomb# Ill, PJ. wt :) 3 oce, R 4946 RYAN HOMES / ESTERO BAY v2 WRCEB2MM FG1C (FLAT TRUSS 11 1 3A0031215 1I Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12b9:34 2018 Page D. ta7uotTo57()OtNCWmTn2mQyliqgX-KeYTSSuBgldGsZ?pocQsX9pCWYeYJUFXSu6bnyzAg 3- 1-14 6-0-1 8-10-3 11-8-5 14-6-7 17-4-10 20-6-8 3- 1-14 2-10-2 2,10-2 2-10-2 2-10-2 2-10-2 3-1-14- Dead Load Deft, = 7116 in 3x3 I i 4x4 4x4 4X6 3X3 i 3- 1-14 6-0-1 1 8- 10-2 8-10-3 11-8-5 11-8-6 14-6-7 17-4-10 20-6-8 1 3- 1-14 2-10-2 2-10-2 0-6.1 2.10-2 0-6-1 2-10-2 2-10-2 3-1-14 Plate Offsets (X,Y)-- [1:0-3-0,0-1-1 1 21,[ 9:0-3-0.0-I-Q], [11:0-3-0,0-1-12L 17 6-3-0,0-1-12] LOADING ( Psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0,58 Vert(LL) 0.27 14-15 882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) 0,74 14-15 325 240 BCLL 0,0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.08 10 n/a n1a BCDL 10.0 Code FBC2017rTP12014 Matrix MS i Wind(LL) 0.36 14-15 661 240 Weight: 284 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* WI: 2x6 SP No.2, W3: 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purfins, except end verticals, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 18 4157/0-7-4 (min. 0-1-8) 10 = 4157/0-7-4 (min. 0-1-8) Max Herz 18 42(LC 6) Max Uplift 18 679(LC 4) 10 685(LC 5) Max Grav 18 4157(LC 1) 10 4157(LC 1) FORCES. ( lb) Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1- 18=-3921/647, 1-19=-9589/1244, 2- 19=-958911244, 2-3=-16111/2294, 3-20=-16111/2294, 4-20=- 16111/2294, 4-21 =-1 9511/2922, 5-21 =-1 9511/2922, 5-22=-1 9511/2922, 6-22=- 19511/2922, 6- 23=-1 9511/2922, 7-23=-1 951112922, 7- 24=-16111/2288, 8-24=-1611112288, 8-25=-9589/ 1235, 9-25=-9589/1235, 9-10=- 3921/653 BOTCHORD 18-26=-76/567, 17- 26=-76/567, 17- 27=- 1244/9589, 16-27=-1 244/9589, 16- 28=-2294/16111, 15-28=-2294/16111, 15-29=- 2922/19511, 29-30=-2922/1951 1, 14-30=-2922119511, 14-31=- 2288/16111, 13-31=-2288/16111, 12-13=-123519589, 12-32=-1235/9589, 11-32=-1235/ 9589, 11-33=-61/567, 10-33=- 611567 WEBS tQfW,2j* ` ,221 7=-2978/31 1, WEBS 1-1 7=-1 242/ 9555, 2-17=-2978/31 1, 2-16=- 1119/ 6929, 4-16=-2039/28 1, 4-15=-673/3612, 5- 15=-880/86, 6-14=-880/86, 7-14=- 67413612, 7-13=-2039/282, 8-13=- 1119/ 6929, 8-11 =-2978/311, 9-11 =- 1 243/9555 NOTES- 1) 3-ply truss to be connected together with I Od 113 I' xX) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope), cantilever left and right exposed; end vertical left exposed: Lumber DOL= 1.60 plate grip DOL= 1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are 5x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot= lb) 18=679, 10=685. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 Ib down and 254 lb up at 0-2-12, 145 lb down and 56 lb up at 1-0-0, 137 lb down and 33 lb up at 3-0-0, 211 Ib down and 133 lb up at 5-0-0, 211 lb down and 133 Ib up at 7-0-0, 211 lb down and 133 lb up at 9-0-0, 211 lb down and 133 lb up at 10-3-4, 211 lb down and 133 lb up at 11-6-8, 211 lb down and 133 lb up at 13-6-8, 211 lb down and 133 lb up at 15-6-8, 137 lb down and 33 lb up at 17-6-8, and 145 lb down and 58 Ib tip at 19-6-8, and 278 lb down and 258 lb up at 20-3-12 on top chord, and 170 lb down and 104 lb up at 2-0-0, 170 lb down and 104 lb up at 4-0- 0, 170 lb down and 104 lb up at 6-0-0, 170 lb down and 104 lb up at 8-0-0, 170 lb down and 104 lb up at 10- 0-0, 170 Ib down and 104 lb up at 10-6-8, 170 lb down and 104 lb up at 12.6-8, 170 lb down and 104 In up at 14-6-8, and 170 Ib down and 104 lb kip at 16-6-8, and 170 Ib down and 104 lb up at 18-6-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1,00 I Plate Increase=1. 00 Uniform Loads (plf) Vert: 1-9=- 180, 10-18=- 20 Concentrated Loads (lb) Vert: 1=-278 9=- 278 2=-137 16=-170(B) 5=- 211 6=-211 13=-1 70(B) 8=-1 37 19=-1 45 20=-211 21=-211 22=-211 23=-211 24=-211 25=-145 26=-170(B) 27=- 1 70(B) 28=-170(B) 29=-1 70(B) 30=-1 70(B) 31 =-I 70(6) 32=-1 70(6) 33=-1 70(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-9=-200, 10- 18=-20 Concentrated Loads (lb) Vert: 1=-232 9=-232 2=- 1 19 16=-147(B) 5=-184 6=-184 13=- 147(B) 8=-119 19=-122 20=-184 21=-184 22=-184 23=- 184 24=-184 25=-122 26=-147(B) 27=-147(B) 28=- 147(B) 29=-147(B) 30=-147(B) 31=-147( B) 32=-147(B) 33=.-147(B) I W. I* fig w x>na. 4"at IDD 'k" AnZhnoy T. TtsY&o !E, 44 t P eice, f L 341 46 opujhf (0 7016 A I k4of ksm blh;,y 1, 1040 111 PJ Rqt4dow 0 this docunen6 an qf Ivia, 's P'*hAttl eAhcol the -Ilopewwop from A I Rew Im.... Aohi,a! I k,mh III, P L Job Truss Truss Type WRCEB2MM FG1C I FLAT TRUSS Al Roof Trusses, Fart Pierce, FL 34946. desiqn(a )a1trusscom LOAD CASE(S) Standard 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 PIt. metal=0.90 Uniform Loads (plf) Vert: 1-9=-180, 10-18=-20 Concentrated Loads (lb) Vert: 1=-96 9=-96 2=-64 16=-78(B) 5=-102 6=-102 13=-78(6) 8=-64 19=-53 20=-102 21=-102 22=-102 23=-102 24=-102 25=-53 26=-78(B) 27=-78(B) 28=-78(B) 29=-78(6) 30=-78(B) 31 =-78(B) 32=-78(B) 33=-78(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg, Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-131, 10-18=-20 Hocz: 1-18=31 Concentrated Loads (lb) Vert: 1=159 9=162 2=20 16=70(B) 5=90 6=90 13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90 24=90 25=37 26=70(B) 27=70(B) 28=70(B) 29=70(8) 30=70(B) 31 =70(8) 32--70(B) 33=70(B) 16) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=- 131, 10-18=-20 Herz: 1-18=-8 Concentrated Loads (1h) Vert: I = 159 9= 162 2=20 16=70(B) 5=90 6=90 13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90 24-90 25=37 26=70(6) 27=70(B) 28=70(B) 29=70(B) 30=70(B) 31 =70(B) 32=70(B) 33=70(B) 17) Dead + 0.75 Roof Live (bal,) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1,60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-131, 10-18=-20 Herz 1-18=24 Concentrated Loads (lb) Vert: 1=159 9=162 2=20 16=70(B) 5=90 6=90 13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90 24=90 25=37 26=70(6) 27=70(8) 28=70(B) 29=70(B) 30=70(B) 31 =70(B) 32=70(B) 33=70(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,75(0,6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-131, 10-18=-20 Herz: 1-18=-5 Concentrated Loads (lb) Vert: 1 =159 9=162 2=20 16=70(B) 5=90 6=90 13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90 24=90 25=37 26=70(6) 27=70(B) 28=70(B) 29=70(B) 30=70(B) 31 =70(B) 32=70(B) 33=70(6) 3 [ AN Job Ref Y v2 I A0031215 Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12: ID:ta7uotTo57o0tNCWmTii2mQyhqgX-KeYTSSuBgldGs2?po(,QsX9pCWYeY W,4 4,,p w* T,- W N AO., I 1m*' K ? t Ill. — 4w, Aye *— A q'—b 14 1"t—w 0.4, Oft "V, Im, "J"m .1k, 10 .1, "t. In I i"W" 'xw 3008 3 W(-- 1' -'ww ,%ft eat N P.1- M jwW., ,, 0, 044 "en 1w"w Sx 111,41AA., 4451 St. Woe Blvd Fo+t Ft 34946 hpodu (TiOR0 th'i ofty bm's P'A'bikd .40.1 tilt wines Pt-i'io I'm A I R041 Trim" kpltmoI fwbi, III, P1, Toss Truss TypePly RYAN HOMES / ESTERO BAY v2 FL01E I A0031216 Job Tru WRCEB, I Qty Floor Supported Gable 1 I Job Reference (optional) Al Roof Trusses, Fort Pierce,- FL WW, design@al truss corn Run: 8.120 s Nov 12 2017 Pfint:8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12 09:35 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhqgX-pq6FqovqR217Tja?MJx54MLV8yAv292hhYr9JOzAgF 0 -8 01 1 1-8 U6 FP 3x3 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP 3X3 19-3-4 19-3-4 Plate Offsets (X,Y)-- f1:,Eldg e,0-0-121,[35:0-1-8,0-0-121,[37:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40-0 Plate Grip DOL 1.00 TC 0.08 Vert(L-L) n/a n/a 999 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Incr YES WB 0.03 Horz,(CT) 0.00 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 86 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purfins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-3-4. lb) - Max Uplift All uplift 100 Ith or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES. (b) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) All plates are 1 5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing, 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ith uplift at joint(s) 18, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 00"M " "d. 41"'.q, 4-1 ,: U: — 54 W, - N r ,Iq — .1,4 .0— se*4", Nithon, I lomt o IF. P to 7016Aiollm", Arlh"f mII.1U14.yl I -WO PEW Job Truss WRCEB2mm FL02 Al Roof Trusses. Fort Pierce, 11 F - L 0-1-8 I 2-6-0 3X8 Truss Type 16ty Ply '-RYAN HOMES / ESTE R-O BAY Q FLOOR 8 1 rence A061217 49P Re 131truss,com Run: B.in s Nov 12 26V rint: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun I _12:69:35;io_j8 Page 1 ID:ta7uotTPo57oOtNCWmTn2mQX-yhqgpq6rgovqR217Tia?MJx54MLNJyyv2_AhhYrgJOzAgF,,_ 1- 9A 2-0-01 013T0 Dead Wad Deft. = 3/16 in 1, 5x4 11 1.5X4 11 1. 5x4 11 3x4 U6 FP 3x4 1,5x4 U U8 3x6 20 6 ca 3x6 3x8 I 5x4 !I 3x3 3x12 MT20HS FP,, 3X8 3x8 19- 10 -12 19- 16-0 Plate Offsets (X,Y)-- (1: Edge,Q-0- 12), 14:0-178, Edge],[ 11:0-3-8, Edge], [12:0-2-8, Edge) 8:0- 1 -8,6-6- i LOADING ( pso SPACING- 2-0-0 i CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.58 Vert(LL) -0,40 12-14 584 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.56 12-14 419 240 MT20HS 187/143 BCLL0.0 Rep Stress Incir YES WB 0.73 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 99 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2X4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing, REACTIONS, ( lb/size) 11 1061/0-3-0 (min.0-1-8) 17 = 1074/0-7-4 (min. 0-1-8) Max Grav 11 = 1061(LC 1) 17 = 1074(LC 1) FORCES. ( lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3390/0, 3-4=-3390/0, 4-5=-4262/0, 5- 6=-4262/0, 6-7=-4262/0, 7-8=-3465/0, 8- 9=-3465/0 BOTCHORD 16- 17=0/2008, 15-16=0/4262, 14- 15=0/4262, 13-14=0/4178, 12- 13=0/4178, 11-12=0/2094 WEBS 9- 11 =-2284/0, 2-17=-2221/0, 9-12=0/1 516, 2- 16=0/1 527, 3-16=-285/34, 7-12=-789/0, 4- 16=- 1171/0, 7 -14=-259/534 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard VI- 141 "ft&r,Awml Twh . 104 vi 1, arseWw,, 0-1,1MY ON'] 0-l" 04w't 1.*q hq , r w 0 1. 1K 1, 'K W it, 1.,f IA, W, W (A 1 -1, q;,- d * M W tot 0 N, 4"', k.41"I W k1l"s Anthony T. Txnbo H!, P1, M hj"'. X( In .4 Ail W I it,, V W (-, e "k, 1'.'! I 0", or w.,, 1. rA., "d pol- if,m Wo $0083 NO NM,,v` 4451 S Woe Blvd, lkodi' vws AMN nyl Rtp,i4#6of of M 40'U."I'm t.y bw " limliNled tkw tht ,vtp pomm.ft (TOM A -I Roof Irmts Whmfl IM1,411111 Yleice, FL 34946 WRCEB2MM FL03G Al Roof Trusses, Fort Pierce, FL 34 0-1-8 1 i l__ 2-6-0 1.5x4 11 Floor Girder design@altruss.com 1.5x4 H HOMES / ESTERO BAY Q1IA0031218 Q'y Ply RYAN Job Reference (optional) Run: 8120 s Nov 12 2617 Print: ta.120 s Dec 11 idii MiTek Industries, Inc. Fri Jun 1 12:09:36 2018 Page IDia7uotTo57oOtNCWmTn2mQyhqgX-HOgDt8wSBMt_5s9CvlSKcauW9MJRnOMqwCbiqqzAgI 1-10A 1-3-0 Dead Load Deft, z 118,n 3x6 3x8 1,5x4 11 1.5x4 11 302 MT20HS FR 4x8 4x6 3x6 19-10-12 Plate Offsets (xX)__ [1:Edge,0-0-12i,[2:0-3-12,Edgej,[5:0-1-8,Edgej,[10:0-2-0,EdgA,t12-,Edge,0-1-81,113:0-2-8,Edge],t18:0-3-12,Edgel,f20:0-1-8,0-0-12j LOADING (psf) i SPACING- 2-0-0 i CS1. TOLL 40.0 Plate Grip DOL 1,00 TC 0.77 TCDL 10.0 Lumber DOL 1,00 BC 0.89 8CLL 0.0 Rep Stress Incr NO j WEI 0.92 BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP 240OF 2,OE(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19 110910-6-14 (min.0-1-8) 12 1827/0-3-8 (min. 0-1-8) Max Grav 19 1109(LC 1) 12 1827(LC 1) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3533/0, 3-4=-3533/0, 4-5=-3533/0, 5-6=-4496/0, 6-7=-4621/0, 7-8=-4621 /0, 8-9= -2949/0, 9-10=-2949/0 BOT CHORD 18-19=0/2083,17-18=0/4496, 16-17=0/4496,15-16=0/4496, 14-15=0/4059,13-14=0/4059, 12-13=011 197 WEBS 2-19=-2303/0, 2-18=0/1 604, 3-18=-266/22, 5-18=-1 24710, 10-12=-2184/0, 10-13=0/1938, 9-13=-26210, 8-13=-1226/0, 8-15=0/621, 7-15=-328/5, 6-15=-352/536, 6-16=-268/70 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. DEFL. in (loc) Wall L/d PLATES GRIP Ved(LL) -0.38 15-16 >619 360 MT20 244/190 Vert(CT) -0.52 15-16 >450 240 MT20HS 187/143 Horz(CT) 0.08 12 n/a n/a 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 19-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 10=-781(8) Weight: 101[b 17T=10%F,10%E Ut—OW.""N" ' I' T" w#"" aad 1 111111—Ol M083 445, St. Aific filvd, ghiG 1TO 2Oit It, 14946 4 AnthkAyllrarb.1111J, hpOdOilio-i this domrnwop ORY Irfor, is P'OhNW kahol It, -tttp pom's.04 ITOM A-1 ROO Irk.... Acfhmy 1, Iomb ill, P I -1 WRCEB2MM I FI-04 0-1-8 2-6-0 U6 2 Truss Type Qty Ply RYAN HOMES / ESTERO BAY-Q - I I Floor 1 1A0031219 Job Reference (optional) russ,core Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12:09:37 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhqgX-ICDbSUw4yg?rjOkOTkzZ9nReJmeLWvF_,_9sKFMHzAgEy 1-9-4 1-3-0 q -4-p Dead Load Deft, = 118 in I Sx4 11 1.5x4 11 3x4 3x4 3x6 FP 3x6 3x3 11 6x6 3 4 5 6 7 a Q in 3x6 3x8 3x8 MT20HS FP 1,5x4 11 3x6 4x8 1,5x4 II LOADING (psf) TCLL 40.0 TCDL 10,0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1,00 Rep Stress Incr YES Code FBC2017frPI2014 LUMBER - TOP CHORD 2x4 So No.2(flat) BOT CHORD 2x4 SP M 30(flat) CSL TC 0.93 BC 0.91 WB 0.69 Matrix-S WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 10 1029/0-3-8 (min. 0-1-8) 18 = 1029/0-6-14 (min, 0-1-8) Max Grav 10 1029(LC 1) 18 1029(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/0, 3-4=-3208/0, 4-5=-3944/0, 5-6=-3657/0, 6-7=-365710, 7-8=-3657/0, 8-9=- 1091/0, 9-1 0--1 09310 BOTCHORD 17-18=0/1 914, 16-17=0/3944, 15-16=0/3944,14-15=013944, 13-14=0/3944,12-13=012637 WEBS 2-18=-2116/0,2-17=0/1430, 3-17=-286/12, 4-17=-1033/0, 10-12=011 448, 8- 12=- 1710/0, 8-13=0/1 127, 7-13=-321 /0, 5- 13=-7021136 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 13 1" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 1 8-10-12 10-12 a], (16: 6-1- 4(Edgej, (13:6-1 12,Edge], IT DEFL. in (loc) I/ deff L/d Vert(LL) 0.33 13-14 677 360 Vert(CT) 0.46 13-14 493 240 Horz(CT) 0,02 10 n/a n/a 2 PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight 96 lb FT = 10%F, 10%E An,'luwy 1, T- rT L, :E, kqv 0 0 lalt . 4 . hq 01, 9008,3" , k t*te ("Vw. AV—1 1 W top .0 Vl PM1, .4 P44., .1 1h 4004 (.f" S* W-0. (W, 1.0,44 4 14 nt WA . 0-4 F4., it I 01 It 'Ww", :,W. 0 1, 1 Nvp, I— 4,f M 1"I I ftw, '45 u, e Blvd. 4 , I St, IiRAlioce, R 34W WRCEB2MM FL05G Floor Girder Pierce, FL 34946, design@al truss,com M 5 Plate Offsets (X,Y)-- tl:Edge,0-0-121 3x4 Qty Ply RYAN HOMES / ESTERO BAY Q A0031220 Job Reference (optional) n: 8.120 s Dec 11 20117 Print: 8.120 s Dec 112617 MiTek Industries, Inc. Fri Jun 1 12:09:37 2018 Page I ID: ta7uotTo57OOtNCWmTn2mQyhqgX-lCDb5Uw4yg?oOkOTkz.Z9nRkimISW—Q- 9sKFMHzAgEy 4 U4 LOADING (pso SPACING- 2-0-0 CSL DEFL, in loc) I/def! L/d TCLL 40.0 Plate Grip DOL 1001.00 TC 0.52 Ved(LL) 0,00 5 360 TCDL 10.0 Lumber DOL 1.00 BC OA5 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr NO I WEI 0.36 Horz(CT) 0.01 4 n1a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-P i LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 1020/Mechanical 4 1020/Mechanical Max Grav 5 1020(LC 1) 4 1020(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/1275 WEBS 2-5=-1502/0, 2-4=-1502/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-350(F=-250) Concentrated Loads (lb) Vert: 2-929 PLATES GRIP MT20 244/190 Weiqht: 17 lb FT = 10%F, 10%E Anthony 1, Tomro 111, P f_ 4451 Sr 1.title RIA W- 4 s' OoW TM "I 4y-^ec N k*A" zOw- 03s.w4l' k. 'f*4,4 v, Fcw L 34946 L! Amh#"i mnykf. ... Aolhol h.h.fit H — Truss Type Qty I Ply IRYAN HOMES / ESTERO BAY V2 , FLOOR TRUSS 8 1A061221 Jab truss. com Run ELQ6 s Dec 11 2017Print, 8.120 1 s Dec 11 - 2017 MiTek Industries, Inc, I F I ri - 1 Jun I 1 1 2:69:38 2_618 Page 1 ID: ta7votTo57oOtNCWmTn2mQyhqgX-DPn_lqxijz7iKAJalSUoh?ztFAOuFi-X7NW4pvjzAgEx 1- 3-0 II 2`0`t2 11 2-0-0 1 1 1-3-0 Or2114 Dead Load Dell. = 118 in 3x3 1. 5x4 H 3x4 1.5x4 11 3x6 FP 1,5x4 11 3x6 I U3 II 6x6 I I I j I 3X6 3x12 MT20HS FP 3x3 1.5x4 11 3x6 4X8 3x8 19- 11-4 1e- 1, [20:0-11--8,0-0-1121 9 9 LOADING ( pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0,35 16 682 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.48 16 494 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0,02 11 n/a n/a BCDL 5,0 Code FBC2017ITP12014 Matrix-S Weight: 101lb FT=10%F,10%E LUMBER- TOP CHARD 2x4 SP No,2(flat) 'Except* T1: 2x4 SP M 30(flat) 5) Gap between inside of top chord bearing and first BOB CHARD 2x4 SP M 30(flat) diagonal or vertical web shall not exceed 0.500in. WEBS 2x4 SP No.3(flat) 6) CAUTION, Do not erect truss backwards. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc LOAD CASE(S) purlins, except end verticals, Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 11 108610-2-12 (min, 0-1-8) 19 = 1086/0-6-14 (min. 0-1-8) Max Grav 11 1086(LC 1) 19 1086(LC 1) FORCES. ( lb) Max, Comp./Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3464/0, 3-4=-3464/0, 4-5=-439510, 5- 6=-4395/0, 6-7=-3933/0, 7-8=-3933/0, 8- 9=-3933/0, 9-1 0=-1 151/0, 10- 11 =-1 152/0 BOTCHORD 18- 19=0/2036,17-18=0/4230, 16- 17=0/4230,15-116=0/4395, 14- 15=014395,13-14=0/2823 WEBS 2- 19=-2251/0, 2-18=0/1 578, 3-18=-255/0, 4- 18=-848/0, 4-16=- 162/607, 5- 16=-305/43, 11-13=0/1 527, 9- 13=-184910, 9-14=0/1 227, 8-14=-287/39, 6-14=- 875/2 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d (0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means, I ON, P+wwea, "'Ae 40,"ftwfek O' 1001111 Anthony 1, 1 P 'I" 0 -1" t 4441 St, kun- 6 11, d, 46 Opy, iqhOD916AIV0011,Rms htkayl 1040111,1`1 hPlodo'lio. At 16, im"eni'm *AV 101m, is pto0od Aw the zt Job Truss Truss I yp WRCEB2MM FL07G GABLE Ply I RYAN HOMES / ESTERO BAY v2 A0031222 0-1-8 11 t - 2-6-0 1truss. corn I 11 1 1 i i I)ob Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11209:38 2018 Page I ID:ta7tiotTo57oOtNCWrnTn2mQyhqgX- DPn_lqxijz7iKAJa1SUoli?ztvA2zFPy7NW4pvizAgEx 2-5- 4 1,31-0 1-3-0 1-2-8 0,1 8 1-2-8 i 14111- 1 0-'f-8 Dead Load Deft, = 1/16 in 3x4 3x4 3x3 4x8 30 3x6 FP 30 lZ LOADING ( psO SPACING. 2-0-0 TCLL 40. 0 Plate Grip DOL 1,00 TCDL 10, 0 Lumber DOL 1,00 BOLL 0. 0 Rep Stress Incr NO BCDL 5. 0 Code FBC2017/-rPI2014 LUMBER - TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SIP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 6- 0- 0 oc bracing: 22-23,21-22. REACTIONS. All bearings 9-5-12 except Ot=length) 26=0- 6-14. lb) - Max Grav All reactions 250 Ila or less at joint(s) 15, 22, 21, 19, 18, 17, 16 except 26=653( LC 1), 23=1678(LC 1) FORCES. (lb) Max. Comp./ Max, Ten, - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=- 1571/0, 3-4=-1571/0, 4-5=-1571/0, 5-6=- 1571/0, 6-7=0/313, 7-8=0/312 BOT CHORD 25-26= 0/1 119, 24-25=0/1 571, 23-24= 0/1 168 WEBS 2- 26=- 123710, 6-23=-1972/0, 2-25=0/500, 6-24= 0/548, 5-24=-316/0, 8-23=-277/0 NOTES- 1) All plates are 1 .5x4 MT20 unless otherwise indicated. 2) Gable studs spaced at 1-4-0 oc. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-1 Od (0.131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 920 lb down at 9-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others, 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). CS1. TC 0. 69 BC 0, 69 WB 0. 47 Matrix-S IM 29 IQ 9 19-11- 8 DEFL. in ( loc) Weft L/d PLATES GRIP Vert(LL) 0,12 25-26 999 360 MT20 244/190 Vert(CT) 0.21 25-26 590 240 Horz(CT) 0,02 23 n/a n/a IWeight: 98 lb FT = 10%F, 10%E LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=11. 00, Plate lncrease=1.00 Uniform Loads ( plt) Vert: 15- 26=-10, 1-114-100 Concentrated Loads ( lb) Vert: 6=- 920(F) V-4 r'." -rN' q, K IF !WM;'X Jh i jy': t ple" 1' zlvv" it- oi o W.xsnt m .14 'N' F".' 1 4,4 H, P i-, ew N 14, '0s NI-61 klO',, foii-0 I 7omb'2 li" P.F. z 80063 4451 1, t, NA Fw Pwr, R AW, WRCEB2MM 'IFLO8 Al Roof Trusses, Fort Pierce, I I FL 1,5x4 11 1 13 12 3x4 Truss Type Qty I Ply jRYANIHOMES /ESTER0BAY v2 Floor 11 1 A0031223 Jeb Reference ( optional) I i, design@aItruss.com Run: 8,120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 0:09:19241fl-Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhqgX- hbLMVAyKUHFZyKunb901ECW1XZNe_,uPGcApMR97AgEw 2-6- 0 —A -8- 0 2-1-8 I I-0-8-0 1-3-0 0-4.() Dead Load Dell. = 1/16 in 3x4 1, 5x4 11 3x3 11 5x6 2 3 4 3x3 5 6 LOADING (psO SPACING- 2-0-0 TCLL 40. 0 Plate Grip DOL 1.00 TCDL 10. 0 Lumber DOL 1.00 BCLL 0, 0 Rep Stress Incr YES BCDL 5. 0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/ size) 6 = 475/ 0-3-8 (min. 0-1-8) 11 475/ 0-6-14 (min, 0-1-8) Max Grav 6 475( LC 1) 11 475( LC 1) FORCES. (lb) Max. Camp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 789/0, 3-4=-789/0, 4-5=-41710, 5-6=- 421/0 BOT CHORD 10-1 1=0/736, 9-10=0/789, 8-9=Of789 WEBS 2- 11 =- 813/0, 6-8=01553, 5-8=01265, 4-8=- 724/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards, LOAD CASE( S) Standard CSI. DEFL. in (loc) I/defi I -Id TC 0. 76 Vert(LL) 0.11 10-11 923 360 BC 0. 73 Vert(CT) 0,18 10-11 584 240 WB 0. 26 Horz(CT) 0.03 6 n/a n/a Matrix-S 9 0- 4- 6 PLATES GRIP MT20 244/ 190 Weight: 47 lb FT = 10%F, 10%E v,r6huI. P...."r4"4,4".I,1,,i),:V3r.,4:ltf.kks.fli"",.,fEtln,x,tk,4,,n, "wo.* TOO., loot'r" W' w~o lu po"'.0 "j—pnf-Woo *a, e,r, Oft "0' 1"' .0o oo"AtIN An'hmy T. TorribD 31, oaw—fill0N "" .:too. o'430. W z 83083 4451 St, hxie Blvd. tort Peice, R, A946 oplujili 0 2010 A I toot I'm" Anihopy 1, lomb. 111. H, Npokli. of ti,' imoonil'o, Ay tv., i, poMiud .40.t 11it —itet pemssim hom A I low Irmo, 40"y 1, Imtolll' F I, 4j o", """" Job WRCEB2MM FL09G I Floor Truss RYAN HOMES / ESTERO BAY v2 1 1 1 A0031224 truss.com s Nov V ;?,Ql I Pnnti 8.12U s Dec 11 2U1 I MI I ek Industries, Inc. Fn Jun 1 12-:OT39 2018 Pagel ID:ta7uotTo57oOtNCWmTn2mQyhqgX-hbLMVAyKUHFZyKunb901 ECW35ZLw _tlGcApMR9zAgEw 2-6-0, 13 0 2-5-4 1-3-12 01 a 1.5x4 11 1.5x4 H 3x4 LOADING (Psf) SPACING- 2-0-0 Csl. DEFL- in loc) I/deff Ltd TCLL 40.0 Plate Grip DOL 1,00 TC 0.59 Vert(LL) 0.15 7-8 824 360 TCDL 10.0 Lumber DOL 100 BC 0.84 Vert(CT) 0.21 7-8 607 240 BOLL 0.0 Rep Stress Incr NO WI3 0,33 Hor.,(CT) 0,02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI20 14 M"tn.-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No,3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 954/0-3-8 (min. 0-1-8) 10 636/0-7-4 (min. 0-1-8) Max Grav 7 954(LC 1) 10 636(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1476/0, 3-4=-1476/0, 4-5=-147610 BOT CHORD 9-10=0/1089, 8-9=0/1476, 7-8=0/1073 WEBS 2-10=-1204/0, 2-9=0/669, 3-9=-361/0, 5-7=-1400/0, 5-8=0/445 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 3) CAUTION, Do not erect truss backwards. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 528 lb down at 9-0-4 on top chord. The design/selection of such connection deviGe(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1,00, Plate lnrrease=1.00 Uniform Loads (plf) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 5=-448(B) 13' 9 3x6 PLATES GRIP MT20 244/190 Weight: 53 lb FT = 10%F, 10%E 1 . ..... W& V, IVM>'Ufr' W44, TW&U MTOM4 tip 'q1! I,: IM4.t3'AW I. a 4A, W"O"', ImJ,' I TrIkl 1tSn j*, 10-4.1,700 Nk, 4,04' It, TV I, -N! 4: ,s &q,pen a ttJgms;.'x eMuw. IRtt npzs sez a,ep+n ecRkpdzimrd er4 rt ,paeomanis q, d'N ,w I 1W * A, TR 1 1. t"'k, —V- Wo 'o*[" DD W 1. fiflt An mw";h'" A, It 4451 Y ucic Blvd we, H 34946 R041kosse, AAoyI'Iwb0III'P1 Rao I,mes AAonyIJqmb[II,F 1. WRCEB2MM FL1 0 At Roof Trusses, Fort Pierce, FL 34946, i russ I ype ROOF TRUSS Qty Ply RYAN HOMES ESTERO BAY v2 A06112-25 Job Reference (optional) _ 10 Run: 8.120 s Nov 12 2017 Print: 8,120 s Dec -1-1 -2017 MiTek Industries, Inc Fri Jun 1 12:6§:40 26j8 Page 1 ID: ta7uotTo57oOtNCWmTn2mQyhqgX-9nvkiWzyFbNQaUTz8tXGnQ3HbzhoJkQrqZwzczAgEv 2-4-8 1-3-0 I 5x4 11 1.5x4 3x4 1,5x4 11 1,5x4 11 3x4 3X6 1 2 3 4 6 Plate Offsets [1:Eoge,0-0-1-2],(7:0--3-8,,Edgel,i11:0-1- 1 8,0-0-1 10-7-8 LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1,00 TC 0,42 Vert(I-L) 0,19 7-8 669 240 TCDL 10,0 Lumber DOL 1.00 C0.79 Ved(CT) 0.12 7-8 999 240 BCLL 0.0 Rep Stress Incr YES N EB 0:39 Hor7(CT) 0.02 7 n/a n/a BCDL 10,0 Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SIP No.2(nat) WEBS 2x4 SP No,3(nat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. REACTIONS. ( lb/size) 10 623/0-6-14 (min, 0-1-8) 7 623/0-6-14 (min. 0-1-8) Max Uplift 10 - 286(LC 8) 7 =- 286(LC 8) Max Grav 10 623(LC 1) 7 623(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 1303/1581, 3-4=- 1303/158 1, 4- 5=-1303/1581 BOTCHORD 9- 10=-1146/1019, 8-9=-1581/1303, 7- 8=-1 185/1055 WEBS 2- 1 0=- 1127/1267, 2-9=-592/385, 5- 7=-1 156/1299, 5-8=-539/338 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone, porch left and right 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 pending, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 10 and 286 lb uplift at joint 7. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard U8 19- 9-0 0- 1-'8 PLATES GRIP MT20 244/190 Weight 55 lb FT = 10%F, 10%E 00": 4W.", "told rove IP .1 Anlh, ny I. 1,-,m4n, 711, P1, 4-4 Fit, two"l, %,vew . t4-4. 0 tv (o, 1, V .4 rk, t *.Wl 4451 St, Line Blvd, lopyqhl 0 2014 A I Roof bossm -Aftlfqny 1, tombo 111, PT Iltissooydio, .1 M1 00(mml, io Oy lum, is poh'Hoo orilhoet the ."Res ptaw 000 I'm A I Roof lmmiFA Pierce, n 34916 Job Truss WRCEB2MM FL11E At Roof Trusses, I Fort Pierce, FL 34 01118 Truss Type Qty Ply 1 RYAN HOMES /ESTERO BAYV2 A0031226 GABLE I Job Reference (optional) truss.com Rum 8.120 s Nov 12 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 120940 2018 Page I ID: ta7uotTo57oOtNCWmTn2mQyhqgX-9nvkiWzyFbNQaUTz8tXGnQ3Mpzt4jPGQrqZwzczAgEv OT 1 T 8 1 2 3 4 ILL-_ 1 ! I 1 IT, STI 7 18 17 16 15 1- 4-0 2-8-0 4-0-0 5-4-0 1- 4-01-4-01-4-0 1-4-6 Plate Offsets (XY)-- [I:Edge,0-0-12], 19:6-1-191,0-0-1121' [2 11 1: 0-1-8, 0-0-121 LOADING ( psf) SPACING- 2-0-0 CSL TCLL 40.0 1 Plate Grip DOL 1,00 Tc om TCDL 10.0 j Lumber DOL 1,00 BC 0,01 BCLL 0.0 Rep Stress Incr YES WB 0,03 BCDL 5.0 Code FBC2017ITP12014 I Matnx-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 110-9-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13. 12, 11 FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1 5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 6- 8-0 8-0-0 1- 4-0 1-4-0 DEFL. in (loc) Ildefl L/d Vert( LL) n/a n/a 999 Vert( CT) n/a n/a 999 Hor7( CT) -0,00 10 n/a n/a 0 1-5-0 PLATES GRIP MT20 2441190 Weight: 50 lb FT = 10%F, 10%E knthnny 11 lombo II'. I'f, 4. 151 if.. Lu>k, NA I- 01, Pw' H WW' 916 A I hoflw'e' I Imbo III, P1 1'pdo- of "a " I". I' 016py I I-bn III PI' Us Y v2 I A0031227 Jun 1 12:09:41 20t8 Paae I olt-8 Dead Load Deft, = 118 in WRCEB2MM IFL12 At Roof Trusses, Fort Pierce, FL 0-1-8 it 121- 6-0 _ I 3X6 2 Truss Type I Qty I Ply I RYAN HOMES / FLOOR i5 1 Jab Reference (opUar sscorn Run:-8120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Ind ID:ta7uotTo57oOtNCWmTn2mQyhqgX- d,_T6w,,zb 1-6- 0-tom1-6-0 3x4 == 3x6 FP 3x4 3 4 5 6 7 A Uat - 3x6 3x8 MT20HS FP 30 30 3X6 3X6 LOADING (pso SPACING- 1-4.0 CS1. TCLL 40. 0 Plate Grip DOL 1.00 TC 0.65 TCDL 10. 0 Lumber DOL 1.00 IBC 0.93 BCLL 0. 0 Rep Stress Incr YES WEI 0.54 BCDL 5, 0 Code FBC 2017/TP 12 014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) 1-8, 0-0-121, (21:0-1-8.0-0-121 T- DEFL, in ( loc) I/defi L/d vert(L- L) -0.33 14-15 >767 360 Vert(CT) - 0.45 14-15 >558 240 Horz(CT) 0,08 12 n/a n/a PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight 104lb FT=10%F,10%E WEBS 2x4 SP No.3(flat) BRACING" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS, (lb/ size) 18 762/ 0-6-14 (min, 0-1-8) 12 757/ 0-3-8 (min. 0-1-8) Max Grav 18 762( LC 1) 12 757( LC 1) FORCES. (lb) Max. Comp,/ Max. Ten- - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2467/0, 3-4=-2467/0, 4-5=-3244/0, 5-6=- 3244/0, 6-7=-3244/0, 7-8=-3244/0, 8-9=- 2487/0, 9-1 0=-248710 BOT CHORD 17-18= 0/1437, 16-17=0/3058, 15-16= 0/3058, 14-15=0/3244, 13-14= 0/3068, 12-13=0/1 466 WEBS 2- 18=- 1 588/0, 2-17=0/1 140, 4-17=-65310, 4-15=- 69/490, 10-12=-160910, 10-1 3= 0/1 130, 8-13=-64210, 8-14=-771481 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1 .5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 13 1" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard WI "IX to MYxN fPN 1A'al k=IV t'p— I .en' 50—; a, tt#k01T Ina, —w— ow 4',pa'# IIII), n I 'I, t"'r An"hony T TornL:17' E- p— 0 I.M '4 n.! 1.4 V, 0 IV, 7— " 'W' W .teoy. Vat 40, N 0083 d—s* mfpt- IPiV0 U I *ap. 1"' 1 3'5J. 1,- 4451 $'t' tudc 61A Lkoefl- seS A-ah.ayl, lembolif PJ' hpoilumon 0 It, dmia'"I"It any loVa"s p4.0110 ahotit the -Pent itt'Mqvita Itm A hicallww's Artho"I'lanyboiII.N, F1, 34946 Job Truss WRCEB2MM FL13 At Roof Trusses. Fort Pierce. FL 0-1-8 1-11 6 0 3x8 --- 2 Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 Floor 5 1 ( A0031228 Job Reference _(optional) truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09.41 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-d_T6wszbOuVH Be29ia2VJdbKBNOJSgYZ3U ITV2zAg Eu 1-6-0 II t-1170 it 1-6-0 Dead Load Dell. = 3/16 in 1.5x4 11 3x4 1.5x4 11 3x4 1.5x4 11 3x6 FP 1.5x4 Ii 3x8 =- 1.5x4 II 3 4 5 6 7 8 9 10 11 3x6 ----- 3x8 ---- 3x12 MT20HS FR-=- 3x4 --:- 3x4 3x8 :-- 3x6 121,_[2:0-3-4 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1130/Mechanical 18 - 1130/0-6-14 (min.0-1-8) Max Grav 12 = 1130(LC 1) 18 = 1130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3645/0, 3-4=-3645/0, 4-5=-4762/0, 5-6=-4762/0, 6-7=-4762/0, 7-8=-4762/0, 8-9=-3645/0, 9-10=-3645/0 BOT CHORD 17-18=0/2129, 16-17=0/4509, 15-16=014509, 14-15=0/4762, 13-14=0/4509, 12-13=0/2129 WEBS 2-18=-2354/0, 2-17=011677, 3-17=-254/0, 4-17=-955/0, 10-12=-2354/0, 10-13=0/1677, 9-13=-254/0, 8-13=-955/0, 8-1 4=-1 15/688, 6-14=-311/12, 4-15=-115/688, 5-15=-311/12 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 3:0-1-12,Edge), j14:0-1-8,Edge1_ j15:0-1-8,Edgel j17 CSI. DEFL. in (loc) I/defl L/d TC 0.94 Vert(LL) 0.4314-15 575 360 BC 0.84 Vert(CT) 0.5914-15 419 240 WB 0.80 Horz(CT) 0.09 12 n/a n/a Matrix-S LOAD CASE(S) Standard 9:0-1 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 102 lb FT = 10%F, 10%E ttax4 feu rlxr:e+iA«hi'i Ec17 IUS4€$!'>=,..r . e[kFt :tMi c.uk,M!:lt.tl, ubt r)-d ,Afr£3#i:Rr MfCi'tap. in^h ecc> tsxzeeeseadiead R£e,y i k`M e AS;<, , Feak ly, Pi Me, xiatt hFutno. 3'en c.9k.es+s> e6 w;h i;xi, µnev M6k''e w! V^ e, ,a 1 wiw m — n w x m "qw .V011 14 s 0a "41 r ur a a 1 s w n leek q,:ua 1Aeq : = la<n nthow i. omt',) H1, P. " Nd edMfa 4tce Er:>•,p:Y f+<'t dbCM fie .,rt1c is{¢da za&Kt {, gx alit:La`e'#'4t Uf. 1#kGmC'k flY ;Gytkml I Ik Mf+iN A4 `Q etk oe.?rcd M1. :e1 axll 1. pit4t ,a Nlexu4Ym#1 MIIS'4.ia ekAl a` y(t%IN) !. to t i1 s16eugr w! Nrene,. Al! k ! N 'Fe u-sei ". esf e d*FE '; nr ewM S,M#t IN* 7i £! (' 4ibl e d ! 1 S as t(i fs!wn e e q)n+m MecxA l.wsAfae. [vex a ,ai. „e,zp tryrtxe 3+E t uMxeix,,.n. w;ei, 4451 St 131A st£c,.e Miwi#, ew£tApeMd ryzz s.x -:g z, :a;te ,ee r£ 10r" ¢e.p.wwa lu k+rlpq 9<sryu,. sS slexfez ra ax..eLfiK +a,u 4t„£rn a; ce es ezfuee,a l8,. 1-6t_ µr, t:, , i•1946 t¢y}IiyCt 14l6Ai8ua#llusst+ ArtAaey 1. fcmbe llE. P-t- AcpwAa.tion si tAis derument. isaAy la[m.iA poh,44e4 a40nl the m"e.P"M,, ,1—A[Iodht,ssxs Wh.b yLlq.b.111. PJ, Job T russ WRCEB2MM FL14 Al Rod Trusses. Fort Pierce. FLL 0-1-8 Floor Truss truss.com Qty Ply RYAN HOMES/ ESTERO BAY v2 6 1 ' A003`1229 Job Reference (optiorial) s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:0642 Wi6 -Page I ID:ta7uotTo57oOtNCWmTn2mQyhqgX-5A1 U8B_DnCd8pncMGHZksr8ZJnMRB7Z.jl8202UzAgEt 1 111-61-0 ,1 2-1-0 11 1-6-0 0-f11-8 Dead Load Defl. = 1/8 in 3x4 : 3X10 3X4 3x6 FP:-- 3x8 - 1 2 3 4 5 6 7 8 9 10 11 3x6 3x10 302 MT20HS FP- 3x4 - 3x4 3x10 3x6 1,5x4 SP-: 13-2-8 21-1-0 1 13-2-8 Plate O_ 11's- ts- e _(X,Y)-- _[l:Edg!,0-0-121,[2:0-3-8,Edg4 j, [10.0-3-0,Edqe], [13:0-3-8,Edge1, [14:0-1-8, Edge], [15:0-1-8,Edge], 17:0-3-8, Edge], [19:0-1-8,0-0-12], [21:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0L66 Vert(LL) 0.42 14-15 598 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.57 14-15 435 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0-10 12 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 104lb FT=10%F,10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 12 1136/0-3-8 (min, 0-1-8) 18 1142/0-7-4 (min. 0-1-8) Max Grav 12 1136(LC 1) 18 1142(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/0, 3-4=-3700/0, 4-5=-4866/0, 5-6=-4866/0, 6-7=-4866/0, 7-8=-3729/0, 8-9=-3729/0, 9-1 0=-3729/0 BOT CHORD 17-18=0/2154, 16-17=0/4587, 15-16=0/4587,14-15=0/4866, 13-14=0/4605,12-13=0/2199 WEBS 10-1 2=-2415/0, 2-18=-2382/0, 10-13=0/1691, 2-17=0/1709, 9-13=-254/0, 3-17=-257/0, 7-13=-968/0, 4-17=-980/0, 4-15=- 103/734, 5-15=-345/14, 6-14=-338/22, 7-14=-118/719 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0L131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. ij We.." N- 'A 110 W;5"s NLtlr" VVe, titils k ("M"M U130 1c81i"14fill, W Way ft;," W ,A tAn W* I r. U kisk.fl IsxWz, I I kest- 1%,wNtr11 30— .0-', 104" IN IN 1. E. P_ I'M WpvNsw, N'e"p—aliel Alslhomy T, TrTitl') 1U, ;) E. I. Wkyh,4.! N:,W#o I. It" . ....... 1,ftq "A •m"',010m W ku ,, M . 1 0 X.80083 k 1,4*` A .!.N lot iq 1. p i Im11NIdMftef140.1Nt1(volviil O"t. "M WWI If 4451 St, LudP Blvd, F00 Pierce, (L 34946 opyr, fifil V 07016A I koollmses Anihanyl, lo,6011,1`1 Relifodoilion of III dommeiii, in any fam, is proh*ltd I Rpolt"le, Aflthwl. Job Truss Truss Type QtY Ply- V A0031230 WRCE62MM FL15E Floor Truss RYAN HOMES / ESTERO BAY Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8. 120 s Dee 11 2017 MiTek Industries, Inc. Fri Jun 1 12 09:43 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhqgX-aMbILX?rYWI?RxBYq?4_ 02htAAvnwmOsXonaaxzAgEs 0, 1 11 -8 0-11{ 8 3x3 = 34 FP 3x3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i5 16 17 18 if 11 11 i Tl I I jt' "'' , 11 if II T2 1 11 I'l ,.(I I 1 11 1, ] Sri -.11 Sri W' STJ ST1 Sri sT I ST1 Sri Sri Sri ST I wi ' ST1 Sri ST1 ?11 82 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 3x6 FP 3X3 Plate Offsets (X,Y)-- [1:Edge,0-0-1 21, (37:0-1-8,0-0-121,1 LOADING (pso i SPACING- 2-0-0 TCLL 40,0 Plate Grip DOL 1,00 TCDL. 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5,0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals, BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All hearings 21 -1 -0, lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES, (lb) Max, Comp,(Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 21-1-0 21-1-0 C St. D EF L, in (loc) Weil L/d PLATES GRIP TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0,00 19 n/a n/a Matrix-S Weight: 96 lb FT = 10%F, 10%E 41 V-n U"'N Tus$5 ilw' t .'O-'X' W'i e*-i y*.*' In W 4451 St Luoe Blvd, Ea,. H 34940 I'A0 III F.I. Job Truss Truss Type I I Qty Ply RYA'1\1 HOMES / ESTERO BAYV2 - WRCEB2MM FLMG FLOOR GIRDER 11 1 A0031231 34946, design@a I- 0-7-0.1 Run: 8.120 s Nov 12 2017 Print: 8,120 s Dec 11 2017 Mifek-IMusinies, Inc. Fri Jun 1 12,043-Ata Page 'i ID:ta7uotTo57oOtNCWmTn2mQytiqgX-aMbtLX?rYWI?RxBYq?4_, 02hkYAhOwdBsXon'aaxzAgEs 2-5-8 j I 0-7-0-1 6x10 6X10 2-9-0 LOADING (pso SPACING- 2-0-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 TCDL 10,0 Lumber DOL 1,00 BC 0,95 BOLL 0.0 Rep Stress Incr NO WEI 0.60 BCDL 5,0 I Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No,3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc- bracing. REACTIONS. ( lb/size) 14 3479/0-6-14 (min.0-1-12) 9 3493/0-6-14 (min.0-1-12) Max Grav 14 3479(LC 1) 9 3493(LC 1) FORCES, ( lb) Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1- 14=-668/0, 2-3=-5746/0, 3-4=-5765/0, 4- 16=-7324/0, 5-16=-732410, 5-6=-6494/0, 6- 7=-6402/0 BOTCHORD 13- 14=013539,12-13=0f7324, 11 - 1 2=0/7324, 10-11 =Of7324, 9-1 0=0/4127 WEBS 2- 14=-450610, 2-13=0/2995, 4-13=-2609/0, 7-9=-5254/ 0, 7-1 0=0/3090, 5-1 0=- 1411 /0, 5-11 =-375/ 0, 4-12=01318, 6-1 0=-793/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbar-ks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1115 lb down at 0-7-4, 1106 Ib down at 2-7-4, 1030 lb down it 4 -7- 4, 812 In down at 6-3-4, and 1090 lb down at 6-7-4, and 1110 lb down at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4- DEFL. in ( loc) Ildefl L/d Vert(LL) -0. 09 11-12 >999 360 Vert(CT) -0, 13 11-12 >886 240 Horz(CT) 0. 03 9 n/a n/a 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 9-14=- 10, 1-8=-100 Concentrated Loads (lb) Vert: 5=-765( F) 6=-1030(B) 3=-1030(B) 15=-1056(B) 16=-1030(B) 17=-1030(B) 2-9-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 95 lb FT = 10%F, 10%E W-- rv" U to so, Do 1, kt , 1,u 0,,,p 40" 11, SeAiiil, IM 1-.1 Wilp1m, -tvw, ON r*-d w pn" io 1, .,* r., ot"a'4 wk, 1% 'W, s* IM I 'k, io" o, y,ieI,, v, A OV,r I Wo, 0'.0 R i W!"'A-0 Met" 1. .....xa:4 80083 445 1 R, Lucie Blvd, A.1hePYLhA1s;,lll, PJ. Reprob(iiiiA of this ilomment, iii 441 lom, is Plohihoed withm 14 w tea Pei missioR liom A I Root 1w- F0,1 I eice. `1 34946 zt -" Job' I Truss I Truss Type WRCEB2MM FL20 Floor Al Poof trusses, Fort Pierce, FL 34946, design@a I truss com 2-6-0 3x8 2 3 1 Qty Ply RYAN HOMES / ESTERO BAY v2 I 2 I AUUj -I z6z 1, , , 1- 1 Job Reference (optional) s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12:09:44 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhqgX-2Z8FZtOTJptr25mkNibDxGDwEa3ffldOmSX76NzAgEr 1 1-3-0 11 2-01-8 11 1-3-0 i 3x4 U4 U6 FIN 4 5 6 7 8 0i111-8 Dead Load Dell. = 1/8 in 3x8 9 10 11 2 2M 2 3X6 3x1 2 MT20HS FP 3x3 3x3 3x8 3x6 3)(8 Rate Offsets (XY)-- [1:Edqe,0-0-1 2], [2:6-3-8,Edgel, [10:0-3-8,Ec1gej,j1 3:0-2-0,Edgel, [1 7:0-3-8,Edge], [19:0-1-8,0-0-121, [21:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 Csl. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 C Vert(LL) 0.38 14-15 643 360 MT20 244/190 TCDL 10,0 i Lumber DOL 1.00 BC 0.80 Vert(CT) 0.52 14-15 468 240 j MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 101 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, (lb/size) 12 1109/0-6-14 (min. 0-1-8) 18 = 1109/0-6-14 (min, 0-1-8) Max Grav 12 1109(LC 1) 18 1109(LC 1) FORCES. (lb) Max. Comp./Max. Ton, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3560/0, 3-4=-3560/0, 4-5=-4584/0, 5-6=-4584/0, 6-7=-4584/0, 7-8=-4584/0, 8-9=-3558/0, 9-10=-3558/0 BOT CHORD 17-18=0/2084, 16-17=014376, 15-16=0/4376, 14-15=0/4584, 13-14=0/4379, 12-13=0/2085 WEBS 2-18=-2304/0, 2-17=0/1632, 3-17=-257/0, 4-17=-902/0, 4-15=- 135/660, 5-15=-351/43, 10-12=-2305/0, 10-1 3=0/1 629, 9-13=-255/0, 8-13=-908/0, 8-14=- 135/655, 6-14=-346/44 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. pft 4t,"Nif.14 04 1, -04 k; tt Di ya i proR ,S,,OA, (,P-: N, kq,, to ,q, I 5dte.tlewrt IDU *."N IN I 0 10 - V AN Wt.! , A, ",WO46, 0 rx)-, !4 14, a 1. K 1> t W 0, *N V,4r:0, .!Ea*! 1, 0 14 40 Iid ONC 4451 fit. Luci. Blvd, p4. apt1)•( q(e, t 1, 34946 fepyr4RM@7&IkA- k Reef Basses- h1hoyl'ImboIll ki, Rp'"VOlm Df Ik" do"MrOl"A OAT low's PIAli'li,44 wdw tht Ar"IT'A Fem""" bm A I RAM Imm" Avh..11 10400t, Job Truss WRCEB2MM HJ5 Diagonal Hip Girder Qty ESTERO B" v2 I A00-A233 Pierre, FL 34946, design@a1truss.com 3X8 11 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:45 2018 Page 1 ID:zRSREVFepZFZ —OLY7U9jlztnLF-WlidmDO547?igFLwxQ6SUTm3P_TCOg?9-6C7ojepzAgEq Dead Load Dell. = 118 in 7-0-2 Plate Offsets (x,-Y-)--- [Z 0-3-0,-0-0-71 I/deftLOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(I-L) 0.10 5-8 836 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.21 5-8 403 240 BCLL 0,0 Rep Stress Incr NO WB 0.00 Horz(CT) 0,06 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.11 5-8 780 240 Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 175/Mechanical 2 319/0-4-9 (min. 0-1-8) 5 85/Mechanical Max Horz 2 129(LC 4) Max Uplift 4 1 13(LC 8) 2 103(LC 4) Max Grav 4 175(LC 1 2 319(LC 1 5 121(C 3) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/188 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph TCDL=5,Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1 .60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 4 and 103 lb, uplift at joint 2, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 97 lb up at 1-4-9, 86 lb down and 97 lb up at 1-4-9, and 32 lb down and 22 lb up at 4-2-8, and 32 lb down and 22 lb up at 4-2-8 on top chord, and 11 lb down and 7 lb up at 1-4-9, 11 lb down and 7 lb tip at 1-4-9, and 14 lb down at 4-2-8, and 14 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7 ) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1,25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=64(F=32, B=32) 12=-3(F=-2, B=-2) N'W.1414K fkAn.OWMI !"'r d 14 10 .4 x. b.14 s 04, T""' 0*' i0f,.sarryEm0okh' hN k".? M, If na mp.W' 1, 0 IF Z Wl 4'4 'V— 40 P, kUl hv" . lw.' S"I. 4'. e i W&I Wd is 411 4451 St, Wd( Blvd. t kp'ighl () ?016A I R.Qllmsts A.60arl TM60111'1`4 win" pom'Woo bwk I ko[Tm"s Aot.01 Llmbffl'pf. oit Pw;ce, 11, 34046Z Job I Truss WRCEB2MM HJ7 Truss Type City Ply !RYAN HoMES / ESTERO BAY V2 A0031234 Diagonal Hip Girder 12 1 1 Job Reference (optional),, truss,com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Ind I ustries, Inc. Fri Jut) 1 12,09:46 2018 Page 1 ID:zRSREVFepZFZ OLY7U9jiztnLF-_xG? ,ZljrR7ZIPwIV7ehOhJFlOn7717IDmOEBFzAqEp 1-5-0 4-6-13 1-5-0 4-6-13 3X8 it 1,5x4 If 1 1 5-3-4 30 Dead Load Deb. = 1/16 in 4-6-13 9-10-1 1 4-6-13 Plate Offsets (X,Y)-- [2;0-2-1112,0-0-71 LOADING (pso i SPACING- 2-0-0 i CS1. DEFL. in loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,66 Vert(LL) 0,05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.61 Vert(CT) 0. 13 78 >91 0 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.04 7-8 >999 240 i Weight: 46 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. wifek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 168/Mechanical 2 464/0-4-9 (min. 0-1-8) 6 303/Mechanical Max Herz 2 = 169(LC 22) Max Uplift 5 123(LC 4) 2 272(LC 4) 6 102(LC 8) Max Grav 5 168(LC 1 2 464(LC 1 6 303(LC 1 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-695/254, 4-13=-6371253 BOT CHORD 2-15=-350/638, 15-16=-350/638, 8-16=-350/638, 8-17---350/638, 7-17=-350/638 WEBS 4-7=-683/375 NOTES- 1) Wind: ASCE 7-10; Vult-1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf: BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed , end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 5, 272 lb uplift at joint 2 and 102 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 97 lb up at 1-4-9, 79 In down and 97 lb tip at 1-4-9, 41 lb down and 57 lb up at 4-2-8, 41 lb down and 57 lb up at 4-2-8, and 70 In down and 105 lb up at 7-0-7, and 70 lb down and 105 lb up at 7-0-7 on top chord, and 6 lb down and 10 lb up at 1-4-9, 6 lb down and 10 lb tip at 1-4-9, 12 lb down at 4-2-8, 12 lb down at 4-2-8, and 31 In down at 7-0-7, and 31 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25 Plate Increase=1,25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=64(F=32, B=32) 14=-77(F=-39, B=-39) 16=-3(F=-2, B=-2) 17=-52(F=-26, 8=-26) d TOO W,0 M irkessiatd l4Y", to rue el psi 4mte+Illten iMt pt N q-000_1 1, K W*W t"*.J .4—M i 'i"'F'n ON, id"k b P't x'Ilq k' Ok '.1 " .,q 1l' 4" 4'p f"ttt k t'j v" 'i T, 01,i " it, I opy"Ibi CO 70 14 4 160 Imm Aatha" 1, 1 mii. 111, P'L hp. Wom 0 M, sm.m. ',i uq W., " P'Wiotd r *oat tht ..Me Puna mg tsm A I Rol lm'e i Ai,* oY i l".b. 10, R.I. Job Truss Truss Type Qty (Ply HOMES i ESTERb-bAy V2 I A0031235WRCEB2MMHJ7BIDiagonalHipGirderIT Job Reference (ontional) Pierce, FL 34946, design@altmss.com Run: 8.120 s Dec 11 2017 Print: . 8.120s - 1 Dec 1140 17 MiYok Industries, Inc. Fri I Jun I I 1 1 2 - 0 9:47 1 20 1 t 1 8 — P I age 1$ 1 ID:zRSREVFepZFZ__.,OLY7U9jlztnLF-S8qNBv2LckFQvZVJ3r9wZurQwo7QsUFSSQlnjizAgEo 4-4-6 4-4-6 5-3-3 i A 3X8 11 1.5x4 H 4-4-6 3x4 19-7-9 1 11 15-3-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) den L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0,05 6.7 999 360 TCDI- 10.0 Lumber DOL 1.25 i BC 0,60 Vert(CT) 0.13 6-7 895 240 BCLL 0.0 Rep Stress Incr NO i WB 0.40 Horz(CT) 0.01 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 400/0-2-2 (min. 0-1-8) 4 169/Mechanical 5 309/Mechanical Max Herz 1 = 136(LC 4) Max Uplift I 161(LC 4) 4 1 09(LC 4) 5 92(LC 4) Max Grav 1 400(LC 1) 4 169(C 1) 5 309(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-706/228, 3-12-658/227 BOTCHORD 1-14=-323/651, 14-15=-323/651, 7-15=-323/651, 7-16=-323/651, 6-16=-323/651 WEBS 3-6=-698/346 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft: Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1L60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 55 ) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1, 109 lb uplift at joint 4 and 92 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 19 Iti up at 1-1-11, 73 lb down and 89 lb up at 1-1-11, 41 lb down and 58 lb up at 3-11-10, 41 lb down and 57 lb up at 3-11 -10, and 59 lb down and 67 lb up at 6-9-9, and 70 lb down and 105 lb up at 6-9-9 on top chord, and 7 lb down and 12 lb up at 1-1-11, 6 lb down and 10 lb up at 1 -1 -11, 11 lb down and 13 lb up at 3-11-10, 12 lb down at 3-11-10, and 31 lb down at 6-9-9, and 31 lb down at 6-9-9 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 lncrease=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 2=29(6) 13=-82(F=-43, B=-39) 14=-l(F) 15=-6(F=-5, B=-2) 16=-,94(F=-28, 8=-26) I — Dead Load Defl, = 1116 in PLATES GRIP MT20 244/190 Weight: 43 In FT = 10% uNjk- V(V#JK9i IT* W. WA, hur, t—on, "1 '4 "ITT .1" 7— 3"r —'J:rtq W N Avks I 1rnu 4, t 14.1— 4 0 1"! a aAn'hony T. fombo :11, M083 lot 4451 St, kidFl Blvd. Ani4oVIA04041M, onrFod: T)ietce, Ft 34946 r"A WRCEB2MM !J5 Jack _J-Open A0031236 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:47 2018 Page I lDizRSREVFepZFZ__OLY7U9jlztnLF-S8qNBv2LckFQvZVJ3r9wZurUWoD9saVSSQlrliizAgEo 1-0-0 1 5-0-0 1-0-0 5-0-0 3X10 11 5-0-0 5-0-0 Plate- Offsets (X,Y)_- [5:0-5fifl- 1-8] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 i TC 0.44 j Vert(LL) 0.02 4-5 999 360 MT20 2441190 TCDL 10.0 I Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Il Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins, 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 Stablifilzer Installation guide. REACTIONS. (lb/size) 5 272/0-3-8 (min.0-1-8) 3 124/Mechanical 4 = 54/Mechanical Max Herz 3 = 107(LC 12) Max Uplift 5 = 131(LC 12) 3 47(LC 12) Max Grav 5 = 272(LC 1) 3 124(LC 1) 4 88(LC 3) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-253/462 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=5.Opsf: h=25ft, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=11.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 5 and 47 lb uplift at joint 3. LOAD CASE(S) Standard F . T^Mkm : L, d f, i ax 01"! # W" , 1W um6rt9 w G.."Sowed qa. -k' WIC" )"'Ir . 'M 44,1r, W1, WN ku4' 41 -1 M 1 11 lf#+-' 0 i4e V .4 "!Nw ,tefw ,' '04 'v'p "'4u. .4-1 't't Z 4451 St. Uxw 31'.d' WI'M,, f6w k, 1:1AW e,Wma .mq e, Ww'.—O t ) oce, FL z4946 Ibdlmm hlhooeyl. Tombo III, I'l, ptpebam of ih's imet'ni. in 40Y tom,is Pt*h'1td wAw the -"'n pews";,* boot A IRWI'.... Arh0AyIA.WII' PJ' Job Truss Truss Type City P11 RYAN HOMES / ESTERO BAY v2 A003 , 1237 1 WRCEB2MM JJ7 Jack -Open 9 Job Reference (optional) m-Roof trusses, Fort Pierce, FL 34946, design@a 1 truss com Run: 8.120 s Dec 11 2017 Print: 8,12 - 0 - s Dec 11 , 2017 NlrtTek Industries, I I - Inc. - Fri Jun 1 11 12: 1 09 1 : 48 20V P I age 1 ID:zRSREVFepZFZ_OLY7U9ilztnLF-wKOrnOF3—N20HXi4VCY9956OY96RLb 11bn4vtf-8zAgEn 1-0-0 7-0-0 1-0-0 7-0-0 A Dead Lead Deft. = 118 in Ir MI U8 11 5 7-0-0 7-0-0 Plate Offsets (X,Y)-- L2:0-3-4,0-0-6] LOADING (psf) SPACING- 2-0-0 1 CSL DEFL. in loc) I/defi L/d PLATES GRIPiTCLL20,0 Plate Grip DOL 1,25 TC 0,86 i Vert(ILL) 0.10 5-8 817 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,75 Vert(CT) 0.24 5-8 350 240 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n1a n1a BCDL 10.0 Code FBC20171TPI20114 Matrix -MP Wind(LL) 0.21 5-8 401 240 Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No-2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 183/Mechanical 2 342/0-3-8 (min. 0-1-8) 5 90/Mechanical Max Herz 4 156(LC 12) Max Uplift 4 12) 2 -165(LC 12) Max Grav 4 = 183(LC 1) 2 342(LC 1) 5 128(LC 3) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438140 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf: h=25ft-, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 165 lb uplift at joint 2, LOAD CASE(S) Standard A-1 A IN RIW3 if W —,,If 4 a,, 0 *, F 1,P", 14, toe W%tr asnp. aN W111 0 M K % K .4 k,Oj A, 1 0 1%, VW fiM OW- IN— 0M k I .*w ly"t Aq T 01 pl!, 014 F,, To, uqp E,V_ z, $0 h, &4*4 4," h N!, .04 AR 11, 1 .1i 11, "'joe, Blvd. krp.00dioP of this owma- 0" 101M, is P10111Wed wAtol tho WIReP pt(Wivko f, Pat A I goof Ilvnm A.1Wr,T,fvmbo1I1,P[, F,),f P oice, 11 34946 Job Truss jruss Type WRCEB2MM J17B !Jack -Open Al Roof Trusses. Fort Pierce. FL 34946, desion(d)a1truss.com 3x HOMES / ESTERO BAY v2 A0031238 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:48 2018 Page I ID: zRSREVFepZFZ_OLY7U9ilztnLF-wKOmOF3—N20liXi4VcYg956OYbBT5bllbh4VLF8zAgEn 6-10-0 1 6-10-0 LOADING (pso I SPACING- 2-0-0 CSL DEFL, in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0-87 Vert(ILL) 0,08 3-4 985 360 TCDL Mo Lumber DOL 1.25 BC 0.64 Vert(CT) 0.19 3-4 409 240 6CLL ILO Rep Stress Incr YES WB 0,00 Horz(CT) 0,08 4 n1a n/a BCDL 10,0 Code FBC2017rTP12014 Matrix -MR Wind(LL) 0.14 3-4 561 240 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 4 = 262/0-1-8 (min. 0-1-8) 2 179/Mechanical 3 82/Mechanical Max Herz 2 123(LC 12) Max Uplift 4 = 116(LC 12) 2 = 79(LC 12) Max Grav 4 262(LC 1) 2 179(-C 1) 3 124(LC 3) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-240/417 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat. 11 ' Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 79 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. 118 in PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% a Wwawr, IoVwft*nkA, *WfW Ir 4451 St. Wae Blvd, iwt H 340,46 NP*Rd-oh oflh, pf*WedbAGolht -Ilea Ptmw" ho.I Rol hmtt Job N I russ I Truss Type J7T Jack -Open Qty Ply RYAN HOMES I ESTERO BAY Q * A003 1 12397 Al Roof Trusses, Fort 1truss,com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc I Fri I I Jun 11 1 12:0 1 9:4 ID:zRSREVFep2FZ_OLY7U9jlztnLF-OWy8cb4c8MW89sfiAGBOeJwm8bnnKSI 1711-0-0 7-00 1-0-0 7-0-0 1 3x8 11 3x4 112-8-0 3-4-0 7-0-0 3:0- 2-8-0 0-8-0 3-8-0 Plate Offsets ,(XY)-- [2:0-3-0,0-0 4-0,0-2-21 I - - , I " I I - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0,12 7 >708 360 TCDL 10 Lumber DOL 1.25 11 0:74 Vert(CT) 0.28 7 >295 240 BCLL 00 Rep Stress Incr YES WEI Of 7 Hor7(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.24 7 >348 240 LUMIBER- TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP N0.2 *Except* B3: 2x4 SP No-3 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No. 2 1-5-10 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; purlins, BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i I 1 11 -- I I "I I'll, I - i REACTIONS. (lb/size) 4 = 171/Mechanical 2 = 36410-3-8 (min, 0-1-8) 5 113/Mechanical Max Horz 4 156(LC 12) Max Uplift 4 49(LC 12) 2 1 54(LC 12) 5 5(LC 12) Max Grav 4 171(LC 1) 2 364(LC 1) 5 146(LC 3) FORCES, (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/0, 3-4=-94/259 BOT CHORD 2-8=-415/274, 6-8=-3891299 WEBS 3-8=-3831580 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf ' BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=O, 18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 4, 154 lb uplift at joint 2 and 5 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Dell. = 3116 in rncS yM PLATES GRIP MT20 244/190 Weight: 33 lb FT = 10% 41 1-4 W:kJlfVaV,#1V'i- l Ijk t0-4,wwr-, lot,: ot—', tint Whony IVV-04*0,03 41.1tKI 1.4"11 bo t34'4 ,a n, Wlsm W % ""41. 0 "08 Luce axia 445. St, 3 61vd,10 Rep'l4voin of M40mmen4". ortylow., lo.4,104 m40"? tht -it'R ptwwto 40M A I Root I'mes FM R 34946 Job I russ I russ I ype WRCEB2MM MG7C Monopitch Girder Ply RYAN HOMES / ESTERO BAY v2 A0031240 FL 34946, design@a 1 truss, com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 12:09:50 2018 F ID:zRSREVFepZFZ_OLY7U9jlztnLF-siVVWpx4Eufe?rTiOEkjkzidBXT04?6q3n3u8O_RK1 1 3-6-0 '1 7-0-0 3-6-0 3-6-0 1.5x4 11 3x10 ii 3x6 II 4x6 3-6-0 7-0-0 11 3-6-0 1 3-6-6 Plate Offsets (X,Y)-- [1:0-5-0,0-1-14], tli.-0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) 1/deft L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0.29 Vert(LL) 0,02 5-6 999 360 TCDL 10,0 I Lumber DOL 1.25 BC 0.81 Vert(CT) 0.04 5-6 999 240 BCLL 0,0 Rep Stress Incr NO Wti 0.65 Horz(CT) 0.01 5 n/a n1a BCDL 10,0 Code FBC2017ITP12014 Matrix MP Wind(LL) 0.02 5-6 999 240 LUMBER - TOP CHORD 2x4 SP No. 2 BOT CHORD 2x6 SP No,2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-8 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 202610-3-8 (min. 0-2-6) 5 1430/Mechanical Max Herz 1 = 138(L,C 8) Max Uplift 1 = 487(LC 8) 5 452(LC 8) Max Grav 1 = 2026(-C 1) 5 1430(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1532/347, 2-3=-1986/504 BOT CHORD 1-1 1=-560/1834, 11-12=-560/1834, 6-12=-560/1834, 6-13=-560/1834, 5-13=-560/1834 WEBS 3-6=384/1603, 3-5=-2114/646 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft: Cat. 11; Exp C: Encl., GCpi=0,18: MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 1 and 452 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1298 lb down and 301 lb up at 1-0- 12, and 805 lb down and 227 (b up at 3-0-12, and 805 lb down and 246 lb up at 5-0-12 on bottom chord. The design/setection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25 I Plate Increase=1.25 Uniform Loads (pit) Vert: 1 A--60, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-I 298(F) 12=-805(F) 13=-805(F) PLATES GRIP MT20 244/190 Weight: 42 lb FT = 10% Azthon, 1. lombo IN, P f- 4"r zq— mi I-liM"W—axm, 441,1 St t.jwC kAvd Dvn"C" r[ i4446 qy"Ohit 2016A I RW6.... L'A Y[ T-WO P,f mn'lw. I knflw- Ulhoyl TO.W111 PiZE Job Truss Truss Type-- ''Ply WYAN HOMES/ ESTERO BA(v2 WRCEB2MM V06 Valley 1 1 A061241 Jab Reference (optional) Al iRooffrusses, Fort Pierce, FL 34646, design cbaitruss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 1 1 1 MiTek Industries, I I Inc, Fri Jun 1 12:09:50 2%18 Pag( ID:ta7uotTo57oOtNCWmTn2mQyhqgX-si\A,Wpx4Eufe?rTiOEukzidBXT29?EX3xEu8O RKlzA( 3-0-0 f 3- 1 0-0 3x4 5.001-12 2 TI. ........ ..... 3 81 T 2X4 2x4 0-9110 6-0-0 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No, 2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, mifek recommends that Stabilizers and require" cross bracing be installed during truss erection, in accordance with, Stabilizer Installation guide. REACTIONS. ( lb/size) 1 180/5-10-13 (min. 0-1-8) 3 180/5-10-13 (min. 0-1-8) Max Fiorz 1 - 1 7(LC 13) Max Uplift 1 . 52(LC 12) 3 = - 52(LC 13) Max Grav 1 = 180(LC 1) 3 = 180(LC 1) FORCES. ( lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-194/271, 2-3=-194/271 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Volt= 1 50mph (3-second gust) Vasd= 1 16mph, TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C ' Encl.,GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed : end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL= 1,60 plate grip DOL=1,60 3) 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. CSL DEFL. in (Ior) Ildefi TIC 0.16 i Vert(LL) n/a n/a BC 0.26 Vert(CT) n/a n/a WE 0:00 Horz(CT) 0,00 3 n/a Matrix- P 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 52 lb uplift at joint 1 and 52 lb uplift at joint 3. LOAD CASE(S) Standard L/ d PLATES GRIP 999 MT20 2441190 999 n/ a Weight: 16 In FT = 10% 13 If A' W:Ii14'ruo Ot,2"W.Im-0143— Nk"N'*" Wm# An A".W" t'Gor i :44451 Sr_BW J"qm C X 16 k 1 PRA [-O' kpih.") 1, Iambs III P.F. 6p, d thi, dowimo ' ot 10m, z' P, O'bod . ii wibC tYt 11@PP. 1, 0. 4 1 kod 6, 't 4 A.Ihgy I. TOAI, III P 1, I Ply I RYAN HOMES / WRCEB2MM 4 c> 6 V10 lValley 1 1 1 A0031242 1, _1t Job Reference (optional) om Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 NAiffek In I dustries, Inc. Fri Jun 1 12:09:51 2018 Page I ID: ta7uotTo57oOtNCWrnTn2mQyhqgX-Lv4u 1 G5sfzrnsOAp4I9Dsjk0BIPc?oN21 N2j?sTzAgEk 5- 0-0 10-0-0 5- 0-0 5-0-0 4x4 2 SoO 112 T1 T1 ST1 1 4 2x4 l. 5x4 i I 2x4 0- N11010Plate- Grip LOADING ( psf) SPACING- 2-0-0 CS1, TCLL 20.0 DOL 1.25 TC 0,26 TCDL 10.0 Lumber DOL 1.25 BC 0.18 BCLL 0,0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I DEFL. in (loc) I/defl L/d PLATES GRIP Vert( LL) n/a n/a 999 MT20 2441190 Vert( CT) n/a n/a 999 Horz( CT) 0.00 3 n/a n/a 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 58 lb uplift at joint 1, 63 lb uplift at joint 3 and 80 lb uplift at joint 4. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation guide. REACTIONS. lb/size) 1 150/9-10-13 (min. 0- 1 -8) 3 = 150/9-10-13 (min. 0-1-8) 4 = 380/9-10-13 (min. 0-1-8) Max Herz 1 32(LC 16) Max Uplift 1 = 58(LC 12) 3 63(LC 13) 4 80(LC 12) Max Grav 1 = 153(LC 23) 3 153(LC 24) 4 = 380(LC 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, WEBS 2- 4=-2561311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft. CaL It: 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: Lurnber D0L= 1 .60 plate grip DOL=l .60 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. Weight: 31 lb FT = 10% 1N ' A i 17f J``. M,Rl; ,tC t ti1Er 1— N ,p. P-O, W W -9 Im", F,4 Wi P Iw ?'a, W A 1-110*144 4 "WA , h "'It 7— im kithony 1, 7onVo H7, P.E. ON, 1, 14" 4451 Sr. Blvd Lwr W)46 Pynqhl t 2016 A I Rof 6ws Whoy I TwW III, h liepi 4.it,, 0 N, 6--t I" F, Obl,4 .400 t4 —Vefi pt, mm,o 1, 4. k I kid I w"i Anihoy 1 1 .0', 111 P I Job Truss WRCEB2MM VM3 Valley Ply I RYAN HOMES / 1 1 1 Y v2 I A0031243 Fort Pierce, ltruss,com Run: 8,120 s Nov 12 ID:ta7u 3-0-0 3-0-0 S Dec 11 5,00 [12 2 3 2x4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 2 n/a n/a BCD L 10.0 Code FBC2017/TP12014 Matrix-P 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 90/2-11-6 (min, 0-1-8) 2 67/2-11-6 (min. 0-1-8) 3 22/2-11-6 (min. 0-1-8) Max Horz I 46(LC 12) Max Uplift 1 = -22(LC 12) 2 = -53(LC 12) Max Grav 1 90(LC 1) 2 67(LC 1) 3 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf: h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(2) zone; cantilever left and right exposed; end vertical left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard Inc, Fri PLATES GRIP MT20 244/190 Weight: 8 lb FT = 10% 8 Page 1 I -.f.% U! IMN *S''o'r "Vw 40'w-" i W ". 4 W" N" ', 0'i'r i" (' N W'— ov" '—'. pko aril t o V e'J A 4, N"W4.4, Arithony 1, Tonitc, 111, P.E. 4451 St Ltjc)e Myd. op qh1 Zt *'ytt 7WA IhOfoxes lhol-m Foft Merm, H 1444(, WR CE132MM VM5 Valley 1 A0031244 Job Reference (optional) Al Roof trusses, Fort Pierce, FL 34946, design@a 1 truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 201 1 7 1 MiTek Industries, Inc. Fri Jun 1 12i09:52 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQytiqgX-p5dGEc6UQFiuiOKNHrOk5GyYKKpwsXrk8biTYOvzAgEj 5-0-0 B1 2x4 3 1 5x4 I! LOADING (Psf) SPACING- 2-0-0 a CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Ina YES WB 0.00 Horz(CT) 0,00 n/a n/a BCDL 110.0 Code FBC2017rTP12014 Matrix Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No.2 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. lb/size) 1 = 164/4-11-6 (min. 0-1-8) 3 = 16414-11-6 (min, 0-1-8) Max Herz I 83(LC 12) Max Uplift 1 41(LC 12) 3 = 75(LC 12) Max Grav 1 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opst; BCDL=5.Opsf; h=2511; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ila uplift at joint I and 75 lb uplift at joint 3. Wt., N,7t 4 1M .4 t' ru-, 4 t' :Vil Mv 00 i' h I i., A N N 44', 1 SI BIA q' qtq t' Nib A 1140 6vnet Wh"a I tmhq Ill, P't 4l,"do- of this doxuman4 is n.y 1—, 1, VO'b'W APO It, ."1W P"A i,emA 111.11-- Awrooy I I-ba III P JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT FIERCE, FL 34946 772-449-1010 CORNERSET GENERAL. SPECIFICATIONS MAX•' psf Roof Load, 175 mph, i Exp. i • to 60Roof Height Exposure D up to 30' Mean Roof • Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea, end a@ BC Attach End Jack's Attach Corner Jack's w/ ( 4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 ach Corner Jack's 2) 16d Toe Nails TC & BC (Typ) 8 Nma X..:.) IryYji } { kfi il4d.11(A74ft:i`'3lS i t'iY k4S:M{i'k xpm xt gel k mnz h+ M:,y'* F xf. Pa Mq. 3s 2.tj k0 dv M s: W..... km! h F4. a1 nb wRnYw^tia4s tied tr Iwr a uszui # Y* G p n :r pvMM .m.#rtx tu;,ma.a3n`.weJ #!ar ,gyp rq,.ttr,y..uma,rr tug b 7Fnr p:!. usm kre >v ert n. t: dreN nknt atmf +aaax sar•ir an'.hrFv 1, iasltslit, ?.E. yr »xErt4wumnrama+x in vArsrt ' yaw s`wsi zfat m. et dmtt:.rs c..vawrF ag ae, :rod ata«xt saz can+k dtgkaH anuamasr 'u ".9ae€b+MA't mipetxe ateNUrytaapmM.f+ ae ^.rcsN *k Aez ? d FsExt64 4m syr.. ,y^mazs ux ir:e@€vs3"aC ;,h:pr+ anx anq«a an maF E fijaervaa_.xt m9S 083 uc. a+, ra Fr ua r+9.e,aan eta n,n w*mser wn2 etae Rei.m«a«.z,t»rle ry n,,.e., ra, .rF ngcsaw au fi+g o a.i+*.a c,s xa„,w; 4,,f $i „€1fiH ,AiYCi. Fat pwrce, Fi. 344 f• t Pt;4e „.''i0i6k iReol'rae4ar Av7&oevE. iu#aill, F.£- £r cdutr;pe at lk s latu# ra f kr,-x aA ki?rd att#w+F¢a dYlaa .rm estfft him k£&as#1rs+ie. Who. Cfp be ttl. P.( WFEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 wo A-1 ROOF TRUSSES 4451 ST. LUCtE BLVD. FORT PIERCE, FL 34W 772-409-1010 ALTERNATE DIAGONAL BRACING TQ THE BOTTOM CHORD V-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 ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES III 24' D.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRU55E5 STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' Q.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL // GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED % STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE, STANDARD GABLE I- TRUSS UKAL TRUSS 3TUD 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. DULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTI-04 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. erwiwt NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O,C. OR LESS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL. PIGGYBACK TRUSS INFORMATION. L -1 SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8" TEE -LOCK MULTIUSE CONNECTION PLATES SPACED 48'O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C, STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1,5- X 0,099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS, AT EACH 2'X 8"TEE-LOCK MULTIUSE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACHACH 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. DULY J7,2017 I TRUSSED VALLEY SET DETAIL- SHEATHED 1 STDTL05 A-1 ROOF TRUSSES 4441 QT I t ie-IF At Xin FOF SECURE VALLEY TRUSS W1 ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W1 TWO USP WS45 (1(4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. pjXfA GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3"X 0,131—= 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A', 5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS, 6. NAILING DONE PER NOS - 01. 7, VALLEY STUD SPACING NOT TO EXCEED 48" O,C, E END, COMMON iS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6112 CATERGORY 11 BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES, 4, W'% i Wrt:'1. '11"A' 'WVI'4ck 3MC 'W*JFXV' 4'q I. "4-4 ", Wli! I.— "I 083 F` wt faif, R 3,11"(, Cup, 9ORV IWA ilk*01,riw k;**nyIAw61I1'FJ' pt, 6*1189W* A-1 ROOF TRUSSES 4451 f;T I I J(-.[F Ill Vn FO SECURE W/ ( j Wit'— NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 11 NAIL SIZE = 3* X 0.131"= 10d 2, WOOD SCREW = 3"WS3 USP OR EQUIVALENT. 3, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6, NAILING DONE PER NDS - 01, N ha dWlll"Xlv T ttn 1, 'PANIk, mw,,*# u 4, wof kw w A, w .1 7C N e `RI .4 I t,f 1, 0 4, 1 tr 1.. "6,a .,j, .k,. Mi 0 8 cl 018 t "4"T 4M*641 pl, lf.Ttft... U04"I 1-40 #1 pJ, Fort,'lwr e, FL 3,1946 JULY 17, 2017 Aom AA# A-1 ROOF TRUSSES 4451 ST ' LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPt MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = SO PSI MAX SPACING = 24"O,C. (BASE AND VA Ili %..) %..) t— " v rl'N L_ t- t_ I \-.) t— I " I— I /-\ I L_ HIGH WIND VELOCITY) SUPPQH I ING I H"Slab DIHU-G I LY UNDER VALLEY I MUS I Lit - DESIGNED WITH A MAXIMUM UN13RACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORDS. NOTES: 1, SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES, 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6112 PITCH NON -BEVELED BOTTOM CHORD 11 1 1 BOTTOM CHORD pQP CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) STDTL07 W 1W $ "'V:GV"k 'VIR, t- 50, 4,q"Jssa s ast;ntcap.aat s +. Jt'T Swl ,, ,,, ".f :1, ! 7 1 k' sr wf"4 Aomat I sl N t, k a N tv, e'4 olm "o * 1 PIT lxdp c.t'm , W 14, . 'A w N uo vlSl Sl Woe 5ye tot P, P!£e, FL 3,1946 39 la I k,.f 1", 1 1 _k' W 0 W t f FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08 All ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772AO9-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. v VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6* D.C. 2) 10d NAILS VBRACEINTO2XIS 2XIS SP OR SPF #2 2X4 SP OR SPF #2 ITYPICAL HORIZONTAL NAILED TO 2X4 VERTICALSX SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED, Al TOENAIL BLOCKING TO TRUSSES WITH (2) - IDd NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM _\ T6 ROOF3X4PLYWOODSHEATHINGSHEATHING I 2X4 STD SPF BLOCK DIAGONAL BRACING L - BRACING REFER -- Ij Iv v I NOTE: REFER TO SECTION A -A TO SECTION B -B 24' MAX. 1. 2. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN BOTTOM CHORD OF 2) - 1Gd GABLE END TRUSS AND WALL TO 12' MAXX NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG, ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. I4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR B ETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C. TRUSSES 0 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD, ATTACH TO VERTICAL GABLE z TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0,131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 1 STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #3 1 STUD 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 1 STUD 24"O.C. 2-8-6 3-11-3 5A-12 8-1-2 2X4 SP #2 12"0,C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16"0,C, 3-6-11 4-9-12 6-6-11 10-8-0 20 SP #2 24-0,C,_ 1 3-1-4 3-11-3 1 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' ICLC., WITH 3' MINIMUM END DISTANCE, BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT r 30 FEET EXPOSURE 8 OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING, DURATION OF LOAD INCREASE: 1,60 CONNECTION OF BRACING IS BASED ON MWFRS, FEaRUARY 17 2017 1 WITH 2X BRAG ONLY STDTL09 4OTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN[ S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TI ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34346 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6* O.G. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T--BRACE 2X4 I --BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X6 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I —BRACE NAILS WEB T—BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS ( STDTLW TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO iQ FEET ALONG A FLOOR TRUSS. w Adw NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST, LUCIE BLVD, FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL WITH NAIBLS (031)X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING 4 ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' 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 VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0216' QIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND .JOINED WITH (12) - l0d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) 6FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11 0 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE. FL 34946 772-409.1010 NOTES: L TOE -NAILS SHALL DE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN), 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD, 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.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 caa0r 131 75.9 69.5 60.3 59.0 51.1 i> 148 81.4 74.5 64.6 63.2 52.5 cv r-i VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0,162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30" TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS A NEAR SIDE A----i NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS 1 NEAR SIDE t NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL. DETAIL I STDTL12 - A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION 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. TOE -NAIL. WITHDRAWAL VALUES PER NOS 2005 (LD/NAIL) DIA. SP OF HF SPF SPF-S L`3 131 59 46 32 30 20z 0 J 135 60 48 33 30 20 LQ 162 72 58 39 37 25 J H 0 128 54 42 28 27 19 0Z Z 131 55 43 29 28 19 LU 148 62 48 34 31 21iL NJ Q 2 120 51 39 27 26 17 0 z 128 49 38 26 25 17 O 131 51 39 27 26 17 I 148 57 44 31 28 20 EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1,33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X I.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -MAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S] E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL SIDE VIEW END VIEW OAY 15, 2018 I TYPICAL 2X2 NAILER ATTACHMENT STDTLl 3 A Awa00"M 2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W NEW 2X2 SP NO. 3 ATTACHED TO OVERHANG WITH (0.131 "XY) MIN. 3 NAILS NOTES: 1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS, V-q N." i K"i lll,,;Aq, tfg',k V J, A: W A01- 1 44a It Anthony I roa),,o H!, Pf 800a", e 4451St , !-LIC 14 Bart P?elw, F, Rodaur, 41 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDT1,14 1, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) 12 VARIES EMS MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 11 O.C. SIMPSON H5 A,Iftmy i, T(-, it, St t > NMI 11k, tl.ft...... Wh'.ylTWlf Pt P.E. zj FEbRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 3 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER, USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE V\ZtJ TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TD 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. r 0 1 FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTI-16 A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772.409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE ENO 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- SCAB 2.0 x L) 2 LMAX 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 409 SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. IREFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES1 A 10 3 5/811: , F 5 9/161 M Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle. 5) 911M IATCH LE. -END 12" COFFER 9'- 4" A.F.F. 18'- 1 7/8" 18'- 9 7/KA.F.F. 1'0 3/4" Ito-! 0,4 1VAUEY LINE 28. 5,000,) , U,iH. NO I t ILL ) NV-1J I U WALL ANU' I 3 UJb T Q LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS JO, AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE - REFER TO THE INDIVIDUAL TRUSS ENGNEEFUNG DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING s ERECTION DETAILS REFER TO SCSI03 ANDiOR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING w, XS24 1 , "! IRD46 B, 1 JUS26 : ,J i 1 MS,4422 I TH026 < K > I MUS26 THD28 J THD2$ 2 Y ea HANGER BY BUILDER LOACHNG ROOF t FLOOR WIND LOAD LIVE LOAD 20 40 ASCE 7,10 DEAD LOAD 10 10 150 M" EXP C LIVE LOAD 10- 0 1 CATEGORY 91 DEAD LOAD i 10 5 ENCLOSED TOTAL LOAD 40 55 F&C - 2017 DURATION FACTOR 1-25 1,00 TPI 2014 Evil BY REMARKS It is unoefslaod Thai aklt cow, tro,s Dave b.e-n are ac^ pLaNfo, the al trusses. APPROV£ 11) AS PIEV' sf ANC; RE5U9V;T zweamg c; xitohs 3 aII detail rlarta—q W this O`.sF, FAa Men! plare. Nc back, ctaqges -iI be accepted T1, 00 pTa s DATE appm, alf,m an A-1 RW T-- ---- 7. PLAN DATE) ARCH: STRUCT: CLISTOMER RYAN HOMES 08 NAME ESTERO 30v2 'Al' OPTIONIS) MA5TZRI8T)' COMNINTY 1; LOT # LOT 32 GARAGE RIGHT aLDG JOB # 74521 MASTER WRCE92MM DATE 03/24/2018 DRAWN SCALE ADP T, 5 2- 5 a Z Z f TT z E e 3 M 1 A j z 3 t Z 2 4 z ff jz 42 r 2 g z=--- A-1 HOOF TRUSSE 4 a A FLORIDA CORPORATION Ph 7f2-4CT21010,1 Fax 772-409-1015 UNIVERSAL wa SordeProjectNo; 0110179439785-100732.0000 kr No: ENGINEERING SCIENCES Report Date: 3/4/2019 Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold inspection 09 Building Inspection - PlanReview - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 Z8- 7 3 Ryan Homes Client: /,5—/ H liltW 'IDES Technician: Caleb Radcliff 4307 Vineland Road Suite H-16 Orlando, FL 32811 Date Tested: 03/04/2019 Project: Kensington Reserve, House Lot Testing Area Tested: Lot 32 Material: Native Reference Datum: 0 = Bottom of Footing Type of Test Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density Pcf) Dptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction Native Depth inch) Pass or Fail I North Footing 0- 1 ft 105.4 12.2 110.4 8.7 105 N/A Pas! 2 West Footing 1- 2 ft 105.4 12.2 110'0 10.4 104 N/A Pas: 3 South Footing 1- 2 ft 105.4 12.2 110.0 10.6 104 N/A Pas: 4 Northeast corner (TOF) 1-2 ft 105A 12.2 110.0 10.1 104 N/A Pas! 5 Southwest corner (TOF) 2-3 ft 105.4 12.2 110.0 11.1 104 N/A Pas, Remarks: 3757 Hanworth Loop TOF)=Top Of Fill I —f-6— #- I # I,- 0—kh- —4 --f— o11 --+ — —h—W-4 — —FA—#;l - — - —h, ^f -- J DESCRIPTION AS FURNISHED: Lot 32, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon HomesINVR Inc. LOT 40 r-4 LOT if k69- co " 2 LOT 39 S 0019'09 " E t 1 1 J8.50, LOT 3R 10.00, iaw— MR.WOWD FOUNDATION TOP OF FORMS - 28.70' 10.00, 1 19.3, to.00, 20.7' I 25,50' 25.50' 10' UTX. ESWT. S 00119,09 " E 60. 00' 0.06/0 411p- HAIMORTH LOOP 50' PRIVATE RIW) LOT 38 to LOT 33 PROPOSED FINSHCO SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS PER OftNA;E PLANS IMPERVIOUS COVERAGE Z45it SQUARE FEET OR 35,OX r PROPOSED DRAINAGE FLOW LOT CONTAINS $00.* SQUARE FEET REAR 20' WALK ON-J9,* SQUARE FEET SIDE 5' FOR 40' LOTS LOT GRAOIN6 TYPE A WALK OFF-300& SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 28.7' ORP0,11 ON 40 ARE FEET SIDE 10' FOR 75' LOTS DRIVE PM3fU ,To SOIF(A SQUARE FEET SIDE STREET - 25' CRUSEWWYER-SCOTT & ASSOC, INC - L,4jVD SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FT.. 32807 (407)-277-J2J2 FAX (407)-658-14J6FFKLO94* PW pAlt cw- NO11%; EOM H"MT P= ; row w ccw. -nft 1. 96U14W Kk a VPI At 20 opAww 4m, Mx WIRrN By, PLOT I'. 12-0J-2014I FORMBOARO FOUNDATION/ELEVS. OJ-07-19 8007-18 1539-19 NORTH THIS OW"GIPROPERTY Rom Nor UE WITHIN INC ESTAWSHED 100 YEAR FLOOO PLANE AS PER 7?RM* L—S, (4714ZONEVMAP1121f7c0"0F (09-28-07) JAMES W. SCOTT. RLS 1 4801