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3761 Crawley Down Lp 18-4176; NEW SFH
D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION PPA lication No: / / V Documented Construction Value: $ 9 3 2 ) Job Address: 3761 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-1270 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Name NVR INC, dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 City, State Zip: Orlarido FL 32811 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the dilate of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 LA , q 46 Permit Application L_ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 10/3/2018 10/3/2018 signat O e gent Date Sign ctor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name C/) 10/3/2018 10/3/2018 Signature of Notary -State of Florida ` Date Signature of Notary -State of Florida Date P,Rv Pu, MEAGAN LYNNE FOWLER o Aav Pue MEAGAN LYNNE FOWLER 2o MY COMMISSION # GG 002S3 ' * MY COMMISSION # GG 063253 N z EXPIRES: January 17.2021 ` Q EXPIRES: January 17,2021 ire av eJ' Bonded 1'hru Budget NOWY Servloes U' a K a pBry @ti TbN Budget NOWY Services Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [ Electrical Mechanical- PlumbingK] Gas Roof Construction Type: N/ Occupancy Use: Flood Zone: XX Total Sq Ft of Bldg: 7,A 16 Min. Occupancy Load: #. of Stories: "L New Construction: Electric - # of Amps 7,4310 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No LJ # of Heads APPROVALS: ZONING COMMENTS: JO2Z e) UTILITIES: ENGINEERING:, A ic. t0-11-ZotFIRE: _ Ok to construct single family home with setbacks and impervious area shown on plan. L- 6- cl *(- tmp• Lar, jo Vs I - K , 6,P, A Z i ACNED FireAlarm Permit: Yes No WASTE WATER: BUILDING:' 2 1 Revised: June 30, 2015 Permit Application CITY OF SANFORD g f BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented-C-onstr--uction-V-alue—$-92-445 — - --- Job Address: 3761 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-1270 Residential0 Commercial Type of Work: New EAAddition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: production Admin' Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : _ City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CGC1517157 Architect/ Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Phone: 407-774-6078 Fax: 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4P10/3/2018 10/3/2018 Signa O e gent Date Sign ctor/Agent Date Tracy McDonald T"racy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name y7 10/3/2018 10/3/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date ro PRY Pue c MEAGAN LYNNE FOWLER o" RY Puea MEAGAN LYNNE FOWLER MY COMMISSION # GG 063263 a MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 EXPIRES: January 17, 2021 Nf1r7 F!°Po Bonded Th1u Budget Notary SWOes ? eF K,- oa flqTfltu Budges Notary Services Owner/ Agent is x Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire- Sprinkler-Permit:—Y-es- No-— #-of-Heads— Fire Alarm Permit:—Yes-O--No- APPROVALS: ZONING: ENGINEERING.: COMMENTS: UTILITIES: a- WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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: 3761 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1270 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) J"1 w MW F w r ,n h, ' 06FFCI;LUSE ON If I. Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-4176 Reviewed by: Michael Cash, CFM Date: October 17, 2018 Application for Paved Driveway, Sidewalk or Walkway-(J I . 11 19 including Right -of -Way Use & F 18 7- # Landscaping in Right -of ay www. sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Faic 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 k City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or o A? sidewalkconstructionover100squarefeetofconcreteorothermaterialonthesubjectparceland / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right=of-way. All requested, information below as well as a current survey, site plan or plat clearly identifying the Know wharsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3761 Crawley Down Loop, Sanford, FL`32773 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is submitted by: Property Owner . Signature: Address: 4307 i Ian Rd #H-20 Orlando, FL 32811 Phone: ( 407) 692-9 1 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 10/03/2018 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 mairitenance:of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization; remove said installation/improvement fully restoring the right-of-way to its previous condition. in the event that any future construction of roadways,. utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-. ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have regd, 9, erstand the above statement and by signing this application I agree to its terms. Signature: Date: 10/03/2018 This permit shall be posted on the site during construction. Please call 407.688.50.80.24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Official Use Only Application No: Fee' Date: Reviewed: Public Works Date: Utilities Date: Approved: Q_ '- 7' Z to EngineeringDate: Site Inspected by: Special Permit Conditions: Date: ROW Use Dnveway.odf 10/3/2018 SCPA Parcel View: 17-20-31-5VC-0000-1270 uavia ,wn«,, cra s nrao.ecouKrY . Legal Description LOT 127 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-1270 Property Address: 3761 CRAWLEY DOWN LOOP SANFORD, FL 32773 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 52,000 Schools _ 52,000 0 01 $52,000 City Sanford SJWM(Saint Johns Water Management) 52,000 52,000 0 $52,000 0 $52,000 County Bonds 52,000 0 $52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Gomperatile Swess Land Method Frontage Depth Units Units Price Land Value LOT 0.00 I 0.00 1 $52,000.00 $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date i http://parceldetaii.scpafl.org/Parcel Detail Info.aspx?PID=1720315VC00001270 1/2 LIMITED POWER OF ATTORNEY. Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford,' Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: C v Street Address) Expiration Date for This Limited Power of Attorney: 12/31/2019 License Holder Name: Scott James Faber State License -Number: CGC1517157 s Signature`OLicense Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day of 200 18 ,by Scott James -Faber who isrA person`a_lylcti'owri toy iiie or owho has produced as identification and who did (did not) take an oath. Signature Notary Seal) UV 1e 9 A4J FVW v - Print or type name MEAGAN LYNNE FOWLER Notary Public - State of MY COMMISSION # GG 063253 Commission No: EXPIRES: January 17, 2021 N " My mp Commission Expires: T'eir4 QCn9gd'fTifu ®ud@et tdetary Services Rev, 08. 12) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl27KensingtonReserveLargoKGRE Builder Name: RYAN HOMES Street: 3761 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL , •32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sgft.) Insulation Area . 5. IS this a worst Case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2177 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(197.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor. Dbl, U=0.35 149.38 ft2 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.072 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a.,Electric Cap: 50 gallons 8. Floor Types (1302.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 905.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 62.39 Glass/Floor Area: 0.091 PASS - Total Baseline Loads: 64.07 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance wi the Florida Energy specifications covered by this p Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: '``"- Before construction is completed r q-1?-18 Srntt PrattDATE: this building will be inspected for9P compliance with Section 553.908 l l_ nIherebycertifythatthisbuilding, as designed, is in Florida Statutes. CObwiththeFloridaEnergyCode. f W'C gQ OWNER/ AGENTS/13/2018 BUILDING OFFICIAL: DATE: // DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection' Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.41.2). Compliance with a proposed duct leakage Qn re,quires a Duct Leakage Test'Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 9/ 12/2018 5:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 SQ.FT. CALC.'S IST FLR LIVING 912 SO. FT. 2ND FLR LIVING 1265 &SL FT - TOTAL LIVING 2,111 SOFT. ENTRY 40 5OT- Fr. GARAGE 441 5a FT' LANAI 260 50.FT. TOTAL 2,918 S-2 FT. CONVOM rt NO CLAMM NYO LOADO BAW 1Yro EVOKI E FOR 8 8EC OND OUHTB CALL 80JARE wrtim ZONE OD NFH WM FOOTACIE KMTM 1 112 16- -O 5 2480/-3OJb 2 24 3080 DR 4 21.15/-3605 3 33 2) 25-5FI 5 2113/-34M 4 1 64 6080 SGD 5 2b3l/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH-(3 SECOND GUST) VULT•150 / VASD=116 MPH B. INTERNAL FRESSURE COEFFICENT=. JS C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS A CLADDING PRESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. I6TH ED, (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL. TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRriNLL INSTALLATIl ON ALL FRAMPY Mall 2'-0' FRLIT THE FMISN FLOOR WILL BE SPRAYED AM TREATED W 'BORATE' A TER11TE TREATED SPRAY 3 1/2' TCP e m 72x4 WCOD Rt4fED It• oc. A CABINET SECTION in m m B t i 30'-0' 4' 0' 26'_0' 5 g_5' g'_4' 8'-5' 5' Xb PT. POST V LLD: X6 P.T. POST V LLD. X;n 110 T'-8'AFF----------- --ITO T'-8'AFF_ (, BOX SEAM TO MATCH I I COLLIIIl TOMATCH LANAI 26'-O'xl0'-0' calJ1NLLID I I I I I II I I II II II II it II I I (2) 25-SH 6080 SGD I I U® ---- G O GREAT ROOM 6 B 28'-4'xl5'-0' S 5'-2• 9'-0' 4X6 Xb F'05T A F'O5T LBW C LBW 4-SH PANTRY PED IIK N' pDR FM tiA i i SINC rxu 9 KITCHEN mill 9'-4'a 0 ' 9'OIII MUD ROOM WG n T T 7-4'h• T_ RANGE f _j T FOYER Q= J F_ Y-4• a O 13 BL. STUD VENT CABPIEt o WM MLIAVE CROWN III• t0 MOULDWG = LT. 13 EXTERIOR 2 CAR GARAGE 20'-O'x2O'-4' 9'•4' Ufi L NG y v ENTRY4 9'-4' Ol a e LINE OF 2ND FLOOR AHOVI X T-0' am O 0' T-8• 2'- 21'-4' 30'-0' FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION K; Ell, A N O N FT E C T E rAl Design Group-,... 1441 N. RONALD REAGAN BLVD. LONGW000, FL 32750 PH: 40]-]]460]8 FAX :ao]-no-ao]e oa iengrouP mom AA k: 0003325 W y 3UE3DN Sc IAT: KENSINGTON RESERVE LOT 127) MODEL LARGO VERSION#01) PROJECT R2085.127/00001 PAGE: FIRST FLOOR PLAN AFiCFifTECT- STATE OF FLORA DATE; 9/11 /18 9FIEET OF A R C H IT E C T E 00144 IE NT AND CLADDING N O LOADS BASIC WHO EI'OBUFE FOR SSECOND CUBTS cALl FOOT LCf E 1b0 ARi NRO AOE DESIGNATION I 30 2) 3050-SH 5 2U2/-3815 EGRESS 2 6 4 28b5/-3LK EEf3 15 EW 4 28b5/-3L4 4 6 644 RESO5 28b5/-3185 E 4A B M66 4 28b5/-3L4 E 5 Q 3 mp5514 2908/-38.10 b B 4 28b5/-3LK WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT- 150 / VASD-116 MPH B. INTERNAL PRESSURE COEFFICIENT-.18 C. RISK CATEGORY,TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vu1t DESIGN WIND SPEED. P6CR 6TH ED. (2011) ALLOWS THESE PRESSUPE5 TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRnIALL 11,15TALLATION ON ALL FRNiNG MIR BERS 2'-0' FR7n THE FINISH FLOOR WILL BE $PRATED AND TREATED 9 ZORATE' A TERittE TREATED SPRAT 3/ 4' 74G SUB FLOOR GLUED 1 SCREWED PER NAILING SCHEDULE PRE- ENG. MR. TRUSSES PER TRUft PLAN 2) CATERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/ 4' SFLOOR MATERIAL RIPE FOR SOLID NAILI UB W. SECURE 2x17 STRINGER TO SOLID NAILING UV 12d NAILS TO BE NAILED FROM BACKSIDE W.LC. 10, ° MIN as FOYER 11/4' MAX PIVIIR. \ 17 RISERS 07.57" STAIIi DATA: \ 16 TREADS 010" +1" NOSING \ 2- LANDING 2x4 P. T. PLATE SECURE UV 10d CUT NAILS 16' O.C. MAX STAIR SECTION: OPT. 9'-4" BRG. HT. 1 1 SCALE: I2 . I'-0' (SINS 4SM14) OPT RAILING hl0'-e 3/4' IND. FIN PLR h8'-4' BR' HT. 9 42' HIGH RAILING 3) 2. 12 SYP STRINGERS SECURED W/ 12d NAILS • 6'-D' OIC. 2xD S. Y.P. TREAD 2x4 RE- W-OR.INS • EA 2.12 STRNGER i KICKPLATE 2xDSTRBNGER TO SIT ON LANDING BEYOND) 3/4' TKa SUB FLOOR GLUED 4 NAILED DEL. 2x6 LEDGER SECURED TO BLOCK UV 3A6' TAP CONS MIN 11/4' EMS. 24' OF. STARED0-O' FIL FLR SECOND FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'K' Design Grou 1": L N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77" 078 FAX :407-7744078 www. baesigngroup.— AA # 0003325 1 sUBDIV, & LOT KENSINGTON RESERVE LOT 127) MODEL - LARGO VERSION# 01) PROJECT#: R2065.127/ 00001 PAGE: SECOND FLOOR PLAN ELK) ARCHITECT - STATE OF FLORDA A ROLADD A ABOOCHACRA AR NO 93723 DATE: 9 /11 / 18 SCALE: 1/4"= 1'-0" SFIEET 4 or 9 I sUBDIV, & LOT KENSINGTON RESERVE LOT 127) MODEL - LARGO VERSION# 01) PROJECT#: R2065.127/ 00001 PAGE: SECOND FLOOR PLAN ELK) ARCHITECT - STATE OF FLORDA A ROLADD A ABOOCHACRA AR NO 93723 DATE: 9 /11 / 18 SCALE: 1/4"= 1'-0" SFIEET 4 or 9 I COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 BUILDING APPLICATION #: 18-10000850 BUILDING PERMIT NUMBER: 18-10000850 1 - y/_)Cp 3201 17 DATE: October 17, 2018- M an 6 UNIT ADDRESS: CRAWLEY DOWN LOOP 3761 17-20-31-5VC-0000-1270 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: 3761 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A1 00 LAW ENFORCE N/A 00DRAINAGEN/A AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT'FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL,, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT,. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE r. ti Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst ##20181y39582 Book:9264 Page:964; (1 PAGES) RCD: 12/11/2018 2:39:30 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-4176 Parcel ID Number: 17-20-31-5VC-0000-1270 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) r Lot # 127 of Kensington Reserve 3761 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR. LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number. 407-692-9820 Arfd,,P,c• 4307 Vineland Rd Suite H-20. Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary ' Sign of Owner or Lessee, or Owner's or Lessee's - (Print Name and Provide Signatorys TigelOfice) A orized OtAcedOirectorMartner/Manager) - - - State of Florida County of Orange The foregoing instrument was acknowledged before me this day of c-- 120 18 by Dayna Mitchell Name of person making statement who has produced Identification D type of identification produced: l4. ' 163 pgAdeNou40i Who is personally known to me ly, OR y a / _ ZN P O C COUNTY OF`SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100608 BUILDING APPLICATION #: 18-10000850 BUILDING PERMIT NUMBER: 18-10000850 DATE: October 17, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3761 17-20-31-5VC-0000-1270 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: 3761 CRAWLEY DOWN LOOP / KENSINGTON' RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing >705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE. N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARR ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR -OWNER, TO APPEAL THE CALCULATION OF ANY OF. THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY.LAND-DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 6 Project Name: Kensington Reserve Project Address:C_J—r'4 1 Building Permit #: l ' 14 1:1h Electrical Pen -nit # ` In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-fanuly dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for. any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical. services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors; the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w e nant Signature f r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 62/10/15) Scott James Faber - Ryan Homes Print Name of n for Signature Ve ontractor CGC151715 Gen. Contractor License # o Progress Energy Florida. Power and Light Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # on RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl27KensingtonReserveLargoKGRE Builder Name: RYAN HOMES Street:: 3761 CRAWLEY DOWN LOOP Permit Office: SANFORD SA 1t pRDCity, State, Zip: SANFORD , FL, 32773 Permit Number: 8 4 1 7 6 Owner: Jurisdiction: 69150D OVADesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) X'iRW. 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ftZ 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ftZ 6. Conditioned floor area above grade (ftZ) 2177 b. N/A R= ftZ Conditioned floor area below grade (ftZ) 0 c. N/A R= ftZ 11. Ducts R ftZ 7. Windows(197.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor. Dbl, U=0.35 149.38 ftZ SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.072 ft. Area Weighted Average SHGC: 0:290 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1302.0 sqft.) Insulation Area 0.940 a. Slab -On -Grade Edge Insulation R=0.0 905.00 ft' b. Conservation features b. Floor over Garage R=11.0 397.00 ftZ None c. N/A R= ftZ 15. Credits Pstat Total Proposed Modified Loads: 62.39 Glass/Floor Area: 0.091 P p S CPASSTotalBaselineLoads: 64.07 I hereby certify that the plans and specifications covered by Review of the plans and 41KE S,q,. this calculation are in compliance wi the Florida Energy specifications covered by this IV Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed u DATE. 9-17-18 Sr.ott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. r 5 CQb VwiththeFloridaEnergyCode. W.E OWNER/AGENT: BUILDING OFFICIAL: DATE: 9/13/2018 / DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with,R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 9/12/2018 5:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot127KensingtonReserveLar User 1 RYAN HOMES SANFORD 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2177 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 127 KENSINGTON RES 3761 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 2177 18939.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2177 18939.9 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ftz 905 ftZ 11 0.16 0 0.84 0.39 0 0.61 ROOF V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ftZ 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ftZ 0.11 Wood 9/12/2018 5:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 ORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Spacep R-\/alue Ft In Ft In Area R-Value Frarfinn A 0 1 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0 10 W Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 7 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 11 ft 0 in 0. ft 6 in None Exterior 5 8 W 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 441 ft2 441 ft2 33 ft 9.3 ft 1 INFILTRATION Scope. Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000387 2209.7 121.31 228.14 3478 7 9/12/2018 5:05 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 g FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtulhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 130.6 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingH Jan j j Feb jj j Mar j j A r j j Ma Jun [Xj Jul AugXj Se j j Oct j j Nov j j Dec Heatin Jan H Feb ki Mar j j APr j j May Jun r j Juln Aurrj j Sep j j OctlNov X) Dec Ventin Jan j ]Feb [[X] Mar X] Apr [ j Ma Jun [ j Jul Aug j Se X] 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 OD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/12/2018 5:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3761 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area (ft2) 2177 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.35 149.38 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 430.8 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 5.072 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 905.00 ft 2 a. Electric EF: 0.94 b. Floor over Garage R=11.0 397.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Ote, a new EPL Display Card will be completed based on installed Code compliant fe tures. Builder Signature: Date: 9/13/2018 Address of New Home: 3761 wley [)own Loop City/FL Zip: 32773 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/ 12/2018 5:05 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 J Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3761 CRAWLEY DOWN LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation:rhe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 9/12/2018 5:06 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 F_ . _ —, MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R=value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the. Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41`C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 9/12/2018 5:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 r-- MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service -.water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1:2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of'a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The'solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and'40. degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 9/12/2018 5:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 7 i MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. . 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/12/2018 5:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 9/12/2018 5:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 r— FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and.types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 9/12/2018 5:05:05 PM EnergyGaugeRO- USRCSB v6.0 Page 1 of 1 wrightsoft® Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3761 CRAWLEY DOWN LOOP, SANFORD, FL32773 Job: Lot 127Kensington Reser... Date: 7/25/2015 By: FJF i„''` WA#,2*. 1 e 4'RE 0 0 4{s- h 3 r Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26176 Btuh Entering coil DB: 76.8°F Outdoor design WB: 76.2°F Latent gain: 4274 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 30451 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 29043 Btuh Latent capacity: 5239 Btuh Total capacity: 34282 Btuh Model: GSZ140361K+ASPT47D14A 111% of load 123% of load 113% of load SHR: 85% rY ' _,. - : .." N a 0 0 0 ' ', .., a"Y^it> s -``.' r f s' `#i , n 1 p. .*s-;;'' Design Conditions Outdoor design DB: 42.3°F Heat loss: 21134 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 154% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoft, 2018-Sep-1216:41:18 Right - Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCA ... eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E L._. .. 1. . - .. _._ - . F_ wrightsoft® Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3761 CRAWLEY DOWN LOOP, SANFORD, FL32773 Job: Lot 127KensingtonReser... Date: 7/25/2015 By: FJF gi It 7, 5 > r, , ` k,,, © " A Q 0 O •, ''. 1 2 ,.. 1 Z,' 5 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (IF) 70 75 Elevation: 105 ft Design TD (IF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) 16 (M) Method Simplified Wet bulb (IF) 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft- °F ft? °F/Btuh Btuh/ft' Btuh Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 337 0.091 13.0 2.52 849 2.85 959 fnsh, 2"x4" wood frm, 16" o.c. stud e 195 0.091 13.0 2.52 492 2.85 555 s 349 0.091 13.0 2.52 880 2.85 994 w 210 0.091 13.0 2.52 529 2.85 598 all 1091 0.091 13.0 2.52 2750 2.85 3106 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 252 0.201 4.1 5.57 1403 5.29 1334 intfnsh e 55 0.201 4.1 5.57 308 5.29 293 s 355 0.201 4.1 5.57 1975 5.29 1878 w 199 0.201 4.1 5.57 1110 5.29 1055 all 861 0.201 4.1 5.57 4796 5.29 4560 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 332 0.091 13.0 2.52 837 1.45 482 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 12 0.350 0 9.69 116 10.5 125 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 9.69 145 10.5 157 1/4" gap, 118" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e 45 0.350 0 9.69 436 29.0 1303 ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht s 15 0.350 0 9.69 145 10.7 160 w 30 0.350 0 9.69 291 29.0 869 all 105 0.350 0 9.69 1018 23.7 2489 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 33 0.350 0 9.69 317 10.5 342 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50%drapes, medium; 11 ft overhang (5.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0.620 0 17.2 824 16.9 812 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht A Wrightsoft. 2018-Sep-1216:41:18 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCK...eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E i I Doors 11 DO: Door, wd sc type Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light drys oi I, on grade depth e 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 1301 0.032 30.0 0.89 1153 1.74 2263 397 0.078 11.0 2.16 857 1.12 444 104 0.989 0 27.4 2835 0 0 L wrightsoft® 2018-Sep-1216:41:18 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 ACCK .. eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E I wlrightsoff a Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM g o For: RYAN HOMES 3761 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 09-12-18 SRP Job: Lot127Kensington Reser... Date: 7/25/2015 By: FJF Design lnlforma ti.on ° o, Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 93 OF Inside db 70 IF Inside db 75 IF Design TD 28 OF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 18627 Btuh Ducts 2506 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21134 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi - tight 0 Heating Cooling Area ( ft2) 2177 2177 Volume ( ft3) 18852 18852 Air changes/hour 0.28 0.15 Equiv. AVF (cfm) 88 47 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AH R I ref 8242629 Sensible Cooling Equipment Load Sizing Structure 21424 Btuh Ducts 4752 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 26176 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) none) Equipment latent load Equipment Total Load (Sen+Lat) Req. total capacity at 0.75 SHR 2462 Btuh 1813 Btuh 0 Btuh 4274 Btuh 30451 Btuh 2. 9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 26100 Btuh Heating output 32600 Btuh Ca 470F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 32 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fiawrightsoft- 2018-Sep-1216:41:18 Right -Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCA... eLargoKGRE\ Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E r I wrightsoft° Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot127KensingtonReservelL Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 ft 3 Room height 8.5 It 9.3 ft heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2205.8 ft2 480.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.52 2.85 364 337 849 959 0 0 0 0 2A-2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0 2A-2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 252 252 1403 1334 149 149 831 791 11 12C-0sw 0.091 e 2.52 2.85 240 195 492 555 0 0 0 0 2A-2om 0.350 e 9.69 28.96 45 0 436 1303 0 0 0 0 t_0 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 79 55 308 293 0 0 0 0 11 DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 12C-Osw 0.091 s 2.52 2.85 364 349 880 994 0 0 0 0 2A-2om 0.350 s 9.69 10.68 15 13 145 160 0 0 0 0 W t-1, 13A-2ocs Blk wall, s 12C-esw 0.201 0.091 s w 5.57 2.52 5.29 2.85 355 240 355 210 1975 529 1878 598 149 0 149 0 831 0 791 0 2A-2om 0.350 w 9.69 28.96 30 0 291 869 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 280 199 1110 1055 280 199 1110 1055 2A-2om 0.350 w 9.69 10.46 33 33 317 342 33 33 317 342 2A-2omd 0.620 w 17.17 16.92 48 48 824 812 48 48 824 812 Fj 12C-0sw 0.091 2.52 1.45 350 332 837 482 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 168-30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 2OP-11t 0.078 2.16 1:12 397 397 857 444 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 1242 1258 Envelope loss/gain 15957 16370 5612 5048 12 a) Infiltration 2670 904 711 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 3000 600 Subtotal (lines 6 to 13) 18627 21424 6323 6809 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18627 21424 6323 6809 15 Duct loads 1 13 % 22 % 2506 4752 5 % 5 % 316 340 Total room load 21134 26176 6639 7149 Air required (cfm) 1160 1160 364 317 Calculations aDoroved by ACCA to meet all reauirements of Manual J 8th Ed. wr:ghtsoft 2018-Sep-1216:41:18 AC -A •^-^^ Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 1 eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E j A.L. wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 127KensingtonReservel- Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 Exposed wall 8.0 ft 6.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 4.5 x 8.0 It 6.0 x 6.0 ft 5 Room area 36.0 ft' 36.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz°F) Btuwftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6V[: j12C- Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9,69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs 131k wall, s 0.201 n 5.57 5.29 0 0 0 0 56 56 312 297 11 T f 2C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 00 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs Rik wall, s 0.201 s 5.57 5.29 75 75 416 395 0 0 0 0 Vjl 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0G 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 12C-0sw 0:091 2.52 1.45 0 0 0 0 79 61 155 89 11DO 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215 C 1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 28 41 Envelope loss/gain 635 3681 824 560 12 a) Infiltration 92 31 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230, 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 727 399 893 583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 399 893 583 15 Duct loads 5 % 5% 36 20 5 % 5 % 45 29 Total room load 763 419 938 613 Air required (cfm) 42 19 51 27 Calculations approved by ACCA to meet all requirements of Manual J. 8th Ed. wrightsoTt^ 2018-Sep-1216:41:18 A w•• Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 eLargoKGRE\Lot127KensingionReserveLargoKGRE.rup Calc = MJ8 House faces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 1 MensingtonReserve!L Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 ft 30.5 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 352.5 It 1.0 x 251.5 ft 5 Room area 352.5 ft2 251.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross . N/P/S Heat Cool 6 12C;0sw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A-2dm 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall s 0.201 n 5.57 5.29 47 47 260 247 0 0 0 0 11 W, 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 IG 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 T-D 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 79 55 308 293 0 0 0 0 11 DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 136 136 343 387 2AA 2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W U J 13A-2ocs Blk wall, s 12C-0sw 0.201 0.091 s w 5.57 2.52 5.29 2.85 131 0 131 0 728 0 692 0 0 108 0 78 0 197 0 222 t-G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 30 0 291 869 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 L-D 12C-0sw 0.091 2.52 1.45 271 271 682 393 0 0 0 0 11 D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 22.3 437 F 20P-11t' 0.078 2.18 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 209 282 Envelope loss/gain 2990 1704 1053 2197 12 a) Infiltration 315 107 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3306 3011 1353 3129 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 3011 1353 3129 15 Duct loads 5 % 5 % 165 151 26 % 40 % 356 1241 Total room load 3471 3161 1709 4369 Air required (cfm) 191 140 94 194 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. wrightsoFta 2018-Sep-12 16:41:18 4C-GA Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 3 eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E wrightsoft, Rig ht-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot127KensingtonResetveL... Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 ft 7.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 7.0 x 5.0 ft 35.0 ftz 1.0 x 149.8 ft 149.8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 2.52 2.85 0 0 0 0 0 0_ 0 0tl12C- Osw 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 12C70sw 0.091 e 2.52 2.85 56 56 141 159 36 21 53 60 L-G 2A-2om 0.350 e 9.69 28.96 0 0 0 0 15 0 145 434 W 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 00 12C-0sw 0.091 s 2.52 2.85 40 40 101 114 20 20 50 57 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0. 0 0 0 0 v/ 12C-Osw 0.091 w Z'62 2.85 0 0 0 0 0 0 0 0 L-G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 9_0 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 O 0 0 0 0 0 C 168-30ad 0.032 a89. 1.74 35 35 31 61 150 150 133 260 F 20P-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 27 90 Envelope loss/gain 349 346 562 995 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 467 386 631 1019 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 386 631 1019 15 Duct loads 260 40% 123 153 26% 40% 166 404 Total room load 589 540 797 1423 Air required (cfm) 32 24 1 1 44 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsoTt 2018-Sep-12 16:41:18 dfCGA ^ Right -Suite® Universal 2018 18.0.27 RSU23828 Page 4 eLargoKGRE\Lotl27KensingionReserveLargoKGRE.rup Calc = MJ8 House faces: E 7 wrightsoft" Right-JO Worksheet Job: Lot 127KensingtonReserveL... Entire House Date: 7/25/2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name rm 3 bth 1 2 Exposed wall 25.0 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 ft 5 Room area 152.3 ft2 60.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+1 12C-0sw 0.091 n 2.52 2.85 84 84 212 239 44 44 Ill 125 G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0LI2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 12c-0s'w 0.091 e 2.52 2.85 116 86 217 245 0 0 0 0 2A-2om 0.350 e 9.69 28.96 30 0 291 869 0 0 0 0 V 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 f-D 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 v 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 y! 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 f. G 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 Fl 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 152 152 135 265 61 61 54 105 F 200111t 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 180 21 Envelope loss/gain 1183 1968 295 278 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 10 Subtotal (lines 6 to 13) 1429 2051 349 296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution '. 0 0 0 0 14 Subtotal 1429 2051 349 296 15 Duct loads 26% 40% 376 813 26/ 40% 921 111 Total room load 1805 2864 441 413 Air required (cfm) 99 127 24 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fig- 2018-Sep-12 16:41:18 ACZ`A w Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 5 eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E wrightsoft, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot127KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 it 11.0 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 6.5 x 5.5 it 1.0 x 132.3 ft 5 Room area 35.8 ft' 132.3 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ft2°F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 44 44 111 125 88 73 184 208 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 15 0 145 157 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29. 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 t-D 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 VfJ 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall. s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 t-G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 2C-Osw 11 0.091 2.52 1.45 0 0 0 0 0 0 0 0L--D DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F 20P-11t 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 54 41 Envelope loss/gain 180 153 447 554 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants r7a 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 234 772 555 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 772 555 590 15 Duct loads 26% 40% 62 306 26% 40% 146 234 Total room load 296 1078 701 824 Air required (cfm) 16 48 38 37 Calculations approved by ACCA to meet all requirements of Manual .J 81h Ed. r wrGghtsoTt ° ••^ Right -Suite® Universal 2018 18.0.27 RSU23828 2018-Sep-12 16:41:18 Page 6 eLargoKGRE\Lotl27KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E L<.v wrightsoftn Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531"CODiSCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW:DEL-AIR.COM Job: Lot 127KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name mstr.bth mstrwic 2 Exposed wall 22.0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 111.0 ft 7.5 x 5.0 ft 5 Room area 111.0 ft2 37.5 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C-Osw 0.091 n 2.52 2.85 104 92 232 262 0 0 0 0 2A-2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0 II_-_-GG 2A 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5`57 5.29 0 0 0 0 0 0 0 0 1`i VIl 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 l-__G 2A-2om 0.350 e 9.69 2&96 0 0 0 0 0 0 0 0 y1 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 t-D 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 12C-Osw 0.091 s' 2.52 2.85 0 0 0 0 0 0 0 0 2A-20m 0.350 s 9.69 10.68 O 0 0 0 0 0 0 0 W 13A-2ocs_Blk wall, s, 0.201 s 5..57 5.29 0 0 0 0 0 0 0 0 yJ 12C-0sw 0.091 w 2.52 z85 72 72 181 205 60 60 151 171 t---G 2A-20m 0.350 w 9.69 28.96 0 0 0 0 0 0. 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0. 0 0 L 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0D C 168-30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65 F 2OP-11t 0.078. 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 56 17 Envelope loss/gain 628 730 184 219 12 a) Infiltration 216 73 74 25 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 844 803 258 244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 844 0 803 0 258 0 244 14 15 Subtotal Duct loads 26% 40% 222 318 26% 40% 68 97 Total room load 1 1067 1121 326 341 Air required (cfm) 59 50 18 15 Calculations approved by ACCA to meet all requirements of 'Manual J 8th Ed. wrigt tsoft 2018-Sep-12 16:41:18 Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 7 AC eLargoKGRE\Lot127Kensingt6nReserveLargoKGRE.rup Calc = MJ8 House faces: E wrightsoft, Right-JO Worksheet Job: Lot127Kensington ReserveL... I Entire House Date: 7/25/2015 By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name mstr wic int mstr we 2 Exposed wall 0 it 10 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 5.5 x 4.5 it 5.5 x 4.0 it 5 Room area 24.8 it' 22.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S - Heat Cool 6 V)/ 12C-0sw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A- 20m 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 L G 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 L-- D 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 VtJ 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 I_'_ G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs Rik wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 t- G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 1 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 C 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 I__ G 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38 F 26P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 2 Envelope loss/gain 22 40 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 122 40 120 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 20 36 15 Duct loads 26 % 40 % 6 16 26% 40 % 5 14 Total room load 28 56 25 50 Air required (cfm) 2 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vjri- wrightsolF[ 2018-Sep-12 16:41:18 Right - Suite® Universal 2018 18.0.27 RSU23828 Page 8 eLargoKGRE\ Lot127KensingtonReserveLargoKGRE.rup Cale = MJ8 House faces: E q - wrightsoft, Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot127KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 It 3 Room height 8.0 it heat/cool 4 Room dimensions 1.0 x 289.0 It 5 Room area 289.0 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM Btuh/ft2) Area (ftz) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 Vt/ 12C-0sw 0.091 n 2.52 2.85 0 0 0 0 2A-20m 0.350 n 9.69 10.46 0 0 0 0 I{- G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 11 UJ 12C-0sw 0.091 e 2.52 2.85 32 32 81 91 I-G 2A-2om 0.350 e 9.69 28.96 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 L-D 11 DO 0.390 e 10.80 12.03 0 0 0 0 Vil 12C-0sw 0.091 s 2.52 2.85 168 153 386 436 C 2A-2om 0.350 s 9.69 10.68 15 13 145 160 W 13A-2ocs Blk wall. s 12C-0sw 0.201 0.091 s w 5.57 2.52 5.29 2.85 0 0 0. 0 0 0 0 0T--C 2A-20m 0.350 w 9.69 28.96 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 2A-2omd 0.620 w 17.17 16.92 0 0 0 0 R 12C-osw 0.091 2.52 1.45 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 289 289 256 503 F 26P-11t. 0.078 2.16 1.12 48 48 104 54 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 69 Envelope loss/gain 972 1174 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1217 1257 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1257 15 Duct loads 26% 40 % 3211 499 Total room load 1 1538 1756 Air required (cfm) 84 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFftsoft« 2018-Sep-12 16:41:18 i9C A•••••••• Right -Suite® Universal 2018 18.0.27 RSU23828 Page 9 eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E wrightsoft, Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 127Kensington Reser... Date: 7/25/2015 By: FJF k`, `'' r, • ''' ", sc °.1 `r F z. '. o ,.. . x £ ax v <t, y 4 ,.,. t x . ;r. For: RYAN HOMES 3761 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/ 100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 119 ft r 1xiy t • `' • ,.. : 0 ® n ® 0 r}x"xr y: y{ ntt,. . se# k+'? i jryi Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat] Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bth 1 h 441 24 18 0.237 4.0 Ox 0 VIFx 16.1 85.0 st1 great rm h 3320 182 158 0.208 8.0 Ox0 VIFX 23.2 92.0 s12 great rm-A h 3320 182 158 0.218 8.0 Ox0 VIFx 18,0 92.0 st2 Kitchen h 3471 191 140 0.219 8.0 Ox0 VIFX 17.4 92.0 st2 laundry c 1078 16 48 0.235 4.0 Ox 0 VIFX 16.9 85.0 SO loft h 1538 84 78 0.295 6.0 Ox 0 VI Fx 11.3 70.0 mstr bth h 1067 59 50 0.295 5.0 Ox 0 VIFX 11.3 70.0 mstr rm c 4369 94 194 0.304 8.0 Ox 0 VIFX 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VIFX 8.9 70.0 mstr wic h 326 18 15 0.294 4.0 Ox 0 VIFX 11.6 70.0 mstr wic int c 56 2 2 0.326 4.0 Ox 0 VIFX 3.5 70.0 mud rm h 938 51 27 0.212 4.0 Ox 0 VIFX 21.3 92.0 st2 pdr h 763 42 19 0.202 4.0 Ox0 VIFx 27.1 92.0 st2 rm 2 c 1423 44 63 0.232 6.0 OXO VIFX 18.4 85.0 SO rm 3 c 2864 99 127 0.225 6.0 Ox0 VIFx 21.9 85.0 st1 rm 3 wic h 589 32 24 0.209 4.0 Ox 0 VIFX 29.8 85.0 st1 rm 4 h 701 38 37 0.300 6.0 Ox 0 VIFX 10.1 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 648 503 0.202 606 14.0 0 x 0 VinlFlx sti Peak AVF 216 280 0.209 634 9.0 0 x 0 VinlFlx W rightsoft, 2018-Sep-12 16:41:19 Right - Suite® Universal 2018 18.0.27 RSU23828 Page 1 ACCP.... eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MJ8 House faces: E I , ss = F! f y .rE, i a- H3 , ® © ,•., N 'S s , ,''tt k.d'ry ri ?'5 Yt, Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat] Trunk rb1 Ox 0 1160 1160 0 0 0 0. Ox 0 VIFx wright50ft, 2018-Sep-1216:41:19 m,,, Right -Suite® Universal 2018 18.0.27 RSU23828 Page 2 CCK...eLargoKGRE\Lot127KensingtonReserveLargoKGRE.rup Calc = MA House faces: E i 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot127KensingtonReserveLargoKGRE Builder Name: RYAN HOMES Street: 3761 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pipinci and wirina, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated: Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ceilincis, a. in aaaiuon, inspection or log wails snap ue in accoraance wi[n me provisions or iuu-,+uu. 9/1212018 5:06 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 T- - - - - - - - - - — - - - - - - - - - — - - - - - - - - - - 7 I lam I i r-rm i I I I I Q/76-OVI i01101C I GREAT ROOM 16'x12'To 160 1 0 14x8 Iwcd 14x 1w d 4' 8• ® 8. Hru AL 2092H i e• i X (U N bd 94' bath duct to roof cap 140 Bx4 lwc 14x8 Iwcd D 1— w/fan e 3 Nutone 696RNB III 8x4 wcd 25 70 K D Q O D f FOYER bd Z r- O Transfer ducts/grilles sized In FIEcompliancewithFloridaResidentlal Building Code - M1602,4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted I Inch YL undercut on doors to habitable rooms. 2 CAhGARAGE m I W-& x T.a aw CssED6 Er#e Bulkier will need to provide a/c duct chase 8x4 1129. OMMIS SUITS 15 ma's BATH 4' 50 I I 10x6 lwcd I I 51 4' bath duct 14• 4 s to roof cap 18x18 rag 5 w/fan4' µ'.r. Nutone 696RNB 14x8 Iwcd 16' 195 BEDROOM 4 A 35 6 10x6 lwcd lwcd1 80 I 20x6 wall rag 1 r1A 50 Iwcd 4' dryer duct 6' to roof cap box 4-01 L' w/dryer ventgb R lC 1065Iwcd 4' bath duct 20 seTH i to roof cap 20x6 wal rag 8x4 lwcd w/fan Nutone 696RNB Y6PN1 20x6 wall rag 6. BSDRooy S AyC• 125 lOx6 lwcd 8x4 1w 3.0 TON W/5KW @240V 1PH 18x13 plea 25 platform by bldr v eeoaai scale -1/8'=1'0' Rating 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. LLJ J IJ Li 0 In ' 0 lD o O I---1 z m V) Lr-) Z L f-, v LL- dCUJ J ri Z r--, LL- z O V m w z J Q J f-- m O =) Q Q m EL J (n 0 C) RECORD COPY Z Pvc-, C)LOV/ Wliantage Piumbing, Inc 4'ignature UroiSANFORD AR A-,4W 4 116 0 27 I -------------- DESCRIPTION, AS FURNISHED; Lot 127; KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, . Florida. I PI,OT PLAN FOR / CERTIFIED TO: Ryon Homes/NV' Inc. 9 RECORD COPY E TRACT J f POND-D B.B.) N 00°19'09" W 40.00' 2. 5.00' I B w 3iLo O LOT 128 O Lo a) ti i OD ti 5.00' 5.00' 2 I LOT 127 31.80' 31.80 26.0' a d EXT. LANAI d pl 30.0'' 3.5'x3.5' AC o ' PROPOSED MODEL MODEL: LARGO VST-K 2 CAR GARAGE RIGHT o 00 ENTRY 8.7' i V O CS 21.3' 1 i 6' . DRIVE 25,20' 25.20' 10UTIL ES MT. 4' CONC. WALK CURB N 001119'09,, , 40. 00' Ok to construct single family home CRAWLEY DOWN LOOP I with setbacks and impervious rarea (So' PRIVATE Raw) shown on plan. y5. 1 mil- 111vk9. r36 PROPOSED= FINSHEO SPOT GRADE ELEVATIONS SLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS AS.;_FURNISHEC„ FRONT =' 25 6 PF: R DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW d'0IMPERVIOUS COVERAGE = 2,1 13t SQUARE FEET OR 45.99 SIDE 5''FOR 40' LOTS LOT GRADING TYPE 85 LOT CONTAINS 4,600t SQUARE FEET SIDE _ 7.5' FOR 60' LOTS . FOR PROPOSED FINISHFLOORPERPLANS30,9. LIVING AREA CONTAINS 945t SQUARE FEET SIDE 10' 75' LOTS' Q CONC/ LANAI/PORCH CONTAINS 758t SQUARE FEET SIDE STREET = 25` CYRII,S EjVz1 Ilnl ER'-:S'6 OTT & ASSOC., INC.- LA IV-D SUITVTYO_T,Sy i-E' GEND — LEGEND - P PLAT - PU,L. • PTNT ON LINE. 54o0 E. COLONIAL DR. ORLANDO, FL. 32807 (q,07)-277= 3232 FAX (407) 658-- 14t36 F FIELD TYR. = TYDPICAL NOTES;-- LIP... r IRON PIPE, P.R.C. = POINT OF REVERSE CURVATURE k; • IRONRODP,C.G;' -,PO HT OF COMPOUND CURVATURE 1• THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY-MEETS'THE STANDARDS' Or PRACTICE SET FORTH BY THF.:FL.ORIOA BOARD OF . FM. =CONCRETE MONUMENT RAD, RADIAL - PROFESSIONAL 1(JkVFYO0S AND WAPPER5!IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027,. FLORIDA STATUES oF'4' t.R. 1/2•. LR. •I#LB 4596 N:R. NON -RADIAL.. 2. UNLESS EMBOSSEO'WTTH, SURVEYOR'S. SIGNATURE AND ORIGINAL USED SEAL, THIS SURVEY MAP OR COPIES ARE NOT, VALID. MCC RECOVERED _ •. V,P. _ 'WITNESS POINT J. THIS SURVEY .WAS` PREPARED FROM TTTLE INFORMATION FURNISHED TO THE SURVEYOR., THERE MAY BE OTHER RESTRICTIONS P DA. POINT OF BEGINNING" C CALC. a CALCULATED OR EASEMENTS THAT AFFECT THIS PRUPERTY: P,O, C. a POINT OF COMMENCEMENT PRH PERMANENT REFERENCE MONUMENT CENTERLINE FA• = FINISHED: FLOOR ELEVATION. 4: NO UNDERGROUND IMPR[IV MENTS''HALE LIEEN..LOCAIED UNLESS OTHERWISE SHOWN. A. THIS SURVEY IS PRNPAREO FOR, THE SDLR,.BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON ANY DIRER ENTITY. N&DNAIL & DISK . BS.L, =-BUILDING SETBACK LINE rM • RIONT- OF-WAY B:M,. BENCHMARK- - BY 6. DIMENSIONS SHOWN, FOR THE. LOCA77ON OF, IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, ESMT. EASENENT B•B. - BASE BEARING` 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON .THE LINE SHOWN AS BASE BEARING. (B.B.). DRAM. - DRAINAGE - LIT It. UTILITY 8. ELEVATIONS, IF-CHOWN, ARE' 84.50 'ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. f,LFC. CHAIhI LINK FENCE 9.CER77FIGI7EOF AUTHORIZATYOK No.1596. - WRFC' "= WOOD FENCE CONCRETE BLOCK POINT OF CURVATURE SCALE h-- 1" = 2O' DRAWN BY: PCD P.7, POINT OF TANGENCY Ors[. " DESCRIPTION CERTIFIED BY: Lki1E ORDER RADIUS a hRILEHGTN , D _ DE TA Plor PLAN o9-18-2o i e 619v-1 n CHGRD CHORD BEARINGNORTH THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN 7HE tSTABLISHED 100 YEAR FLOOD PLANE AS PER . FIRM" t - TOM .. RUSEW ER, R.L.S. /f 4714 JAMES W. SCOTT , L.4801 - ZONE" "X" MAP I. 12117CO09OF (09-28-07) RECORD COPY City of Sanford Building and Fire Prevention Product Approva Permit #. ecification Form 18 4 17 6 Project Location Addres As required by Florida Statute 553.842 and Florida Administrate Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you. not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Slagle Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed - Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 UnderlaymentS InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7: Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 3 Lo o ti oo Ly o 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH:772-409-1010 FX: 772-409-1015 www.AlTruss.com BUILDER: RYAN HOMES a 0 0 0 PROJECT: KENSINGTON RESERVE c. w a COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:127 / MODEL:LARGO V1 / ELEV:A-K / GAR R JOB#: 73511 MASTER#: WRCLG1AE9 OPTIONS: EXTENDED LANAL:94 CLG a Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A®' ROOF These truss designs rely on lumber values established by others. TRUSSES i A FLORIDA CORPORATION RE: Job WRCLG1AE9 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "A" Address: Subdivision: City: County: VARIES State:•FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12.014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0012295 A01 5/22/18 13 A0012307 CJ3 5/22/18 25 A0012319 FL04 5/22/18 2 A0012296 A02 5/22/18 14 A0012308 CAE 5/22/18 26 A0012320 . FL05 5/22/18 3 A0012297 A03 5/22/18 15 A0012309 CJ5 5/22/18 27 A0012321 FL06G 5/22/18 4 A0012298 A04 . 5/22/18 16 A0012310 E01 5/22/18 28 A0012322 FL07GE. , 5/22/18 5 A0012299 A05 5/22/18 17 A0012311 F03 5/22/18 29 A0012323, FL08 5/22/18 6 A0012300 A06 5/22/18 18 A0012312 F04 5/22/18 30 A0012324 FL09, 5/22/18 7 A0012301 B01 5/22/18 19 A0012313 F05 5/22/18 31 IA0012325 FL10 5/22/18 8 A0012302 B02 5/22/18 20 A0012314 FG01 5/22/18 32 A0012326 FL11 5/22/18 9 A0012303 B04 5/22/18 21 A0012315 FG02 5/22/18 33 A0012327 FL12GE 5/22/18 10 IA0012304 CA 5/22/18 22 A0012316 FL01 5/22/18 34 A0012328 HJ2A 5/22/18 11 A0012305 CAA 5/22/18 23 A0012317 FL02GE 5/22/18 35 A0012329 HJ3A 5/22/18 12 1 A0012306 CJ2E 5/22/18 24 A0012318 I FL03 5/22/18 136 A00.123.30 HAE 5/22/18 I ne truss aravnng(s) referencea nave Deen preparea Dy M1 IeK Inaustnes, inc. unaer my oirect supervision oasea on ine parameters proviaeo. oy H- i moot i russes, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -The sealseal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of profess ionAhthony T. T engineering responsibility for the 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 their written engineering requirements. Please review all TDDs and all related notes. ti?'J.JfS3r113 TT .. 38 BCA2;2100 0000 004C 1287 DF Page 1 of 2 A-1 HUM TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1AE9 No. Seal # Truss Name Date 37 A0012331 HJ7 5/22/18 38 A0012332 J2A 5/22/18 39 A0012333 J3A 5/22/18 40 A0012334 ME 5/22/18 41 A0012335 J7 5/22/18 42 A0012336 M7G 5/22/18 43 A0012337 VM3 5/22/18 44 A0012338 VM5 5/22/18 45 STDL01 STD. DETAIL 5/22/18 46 STDL02 STD. DETAIL 5/22/18 47 STDL03 STD. DETAIL 5/22/18 48 STDL04 STD. DETAIL 5/22/18 49 STDL05 STD. DETAIL 5/22/18 50 STDL06 STD. DETAIL 5/22/18 51 STDL07 STD. DETAIL 5/22118 52 STDL08 STD. DETAIL 5/22/18 53 STDL09 STD. DETAIL 5/22/18 54 STDL10 STD. DETAIL 5/22/18 55 STDL11 STD. DETAIL 5/22/18 56 STDL12 STD.. DETAIL 5/22/18 57 STDL13 STD. DETAIL 5/22/18 58 STDL14 STD. DETAIL 5/22/18 59 STDL15 STD. DETAIL 5/22/18 60 STDL16 STD. DETAIL 5/22/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2of2 oTruss I cuss I ype typly A0012295 WRCLGIAES7' A01 Hip Girder - 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com - Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11,46:19 2018 Pa gge 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-iaQM pi?mSV HSgtffggv5dbGHuZcAI RJzBO4BO3zDzWo 11-0-p 7=0-0 12-4-9 17-7-7 23-0-0 30-0-0 31-0-p i-0- 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 4-0-6 Dead Load Defl. = 5/16 in RvA = 13 27 28 12 29 30 11 31 10 32 33 9 5x8 = 2x4 11 4x10 = 5x10 MT20HS= 2x4 11 5x8 = 3x8 = 7-0-0 12-4-9 5-4-9 30-0-0 Plate Offsets (X Y)-- [2:0-0-0 0-1-6] [3:0-5-12 0-2-8] [6:0-5-12 0-2-8] [7:0-0-0 0-1-5] [10:0-3-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.28 10-12: 999 360 MT20 ' 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.56 10-12 644 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 10-12 999 240 Weight: 164 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2:OE WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 12) Max Uplift 2 893(LC 4) 7 = 893(LC 5) Max Grav" 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5141/1869, 3-20=-6369/2382, 20-21=-6369/2382, 4-21=-6369/2382, 4-22=-6369/2382, 22-23=-6369/2382, 23-24=-6369/2382, 5-24=-6369/2382, 5-25=-6390/2392, 25-26=-6390/2392, 6-26=-6390/2392,6-7=-5137/1868 BOT CHORD 2-13=-1633/4653, 13-27=-1631 /4669, 27-28=-1631 /4669, 12-28=-1631 /4669, 12-29=-2276/6390, 29-30=-2276/6390, 11-30=-2276/6390, 11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1636/4665, 32-33=-1636/4665,9-33=-1636/4665, 7-9=-1638/4649 WEBS 3-13=0/505, 3-12=-739/2062, 4-12=-690/480, 5-10=-701/479;. 6-10=-752/2090, 6-9=0/496 NOTES- 1) Unbalanced roof live loads,have been considered for this design. ' 2) Wind: ASCE 7-10; Vult=150mph (3-second ,• gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever let and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ' ponding. . 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=893, 7=893. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 970-12, 123 lb down and 143 lb up at 11-0-12, 123 lb down and 143 lb up at 13-0-12, 123.Ib down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and -143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection,of such connection device(s) is the responsibility of others. ql In tha LOAD CASEISI section. Inads annliPd fn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F)21=-123(F) 22=-1 23(F) 23=-1 23(F) 24=-123(F)25=-123(F)26=-1 3(F)27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F) 33=-70(F) Mrdry fln:e tlernrydr rz+it+tk'g l l)[-11:(i3; Att(Ce big:Ik: tft1158 (?gidilCgS (9S1)Mik1:l';:(ggC&'i';dEN" txs. 1e gy htip geeadns eel rzd alas n td;less 9t:'.g tlariy is' R'e, ere tla tdlnd 1. leak S, lE td txt @xi khre nt. gdess erkr+ddN ee tlt ID@,ny wleieneetm gin !i - ;Nfx tle i)Dbxtdil. le,rxt Desgn tiger fx Ar 6dxu 1! dwee.lDg tepesedsrtaarea;edmgd tieuleu;ne-frsgnttliti. pe lss:ea .s:eMf 1. sey dtl re tle lgD enlr,eNer t?rI 'k tts ge nsenpuK lee[eg eedrtxt.smoklry Anthony T. Tombo III, P.E. A."i Ct i.en W11Ma lk tspiiwliy d;k 7nx tle Crai'" dgool.: tle tdltq ksgef qSe tuhd 0 es lt(,w'T, 16 bfzk0m.1h 1mtThgi!adek W eel ee. lidlsed 6f tnss,bd'imihwb txrrys, nthlldun ul kfy sM noth. a>: hd 280083 de W.eap gen a rzt (vGede. AN—snxeb k in rd rt redue; mtgdld sda I'Ant1.0ma see, labraedp;t(Sr Nlliskdkln NSNA ez:dd aeEt geend adext.IF.I tfdx:Z:.uMm e;,7ies end Mis di.l.e::lkupn,letss ks:¢isyua at rot, Yndx'e;. a:eu 4451 $t. Lucie Blvd. ft,.iuWind lla:wredqtepuh mry1 dlraki dti Le Nis vf,:a.ryheef sdCt"eWdog.t>gn t ssyt.gkx emrNilnry ulwmivh s rfnitadiainl. Fort Peree, FL 34946 . i oapyright(CtPOIdA- IRoof Trusses -Anthony T.Tom6erIII, P£. Eepmdeoiono(this dotument,inany form, is prohibited wethcutt6twrittenpermission from AlRoof irusses-AathonyT.Tomholll,P.E.- I o toss russ ype ty y A0012296 WRCLGIAE9 A02 Hip 2 1 Job Reference o tional Zoof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:20 2018 Page'1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-An_kl 20ODpPJS 1 EsEXQKAop WZztu l096QggIxVzDzWn 1-0- 9-0-0 15-0-0 21-0-0 30-0-0 1-0- , 0- 9-0-0 6-0-0 6-0-0 9-0-0 -0- 4x6 3x4 = 4x6 Dead Load Dell. = 3/16 in 0 rn i o Io 3x6 II 3x4 = 4x6 = 3x4 = 3x6 11 10-2-13 19-9-3 30-0-0 10-2-13 9-6-6 10-2-13 Plate Offsets (X Y)-- [2:Edge,0-0-01, [8:Edge 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.17 12-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.38 12-15 >946 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 12-15 >999 240 - Weight: 129 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 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 126010-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 =-357(LC 8) 8 =-357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-2125/1421, 4-5=-1992/1451, 5-6=-1992/1450, 6-7=-2125/1421, 7-8=-950/0 BOT CHORD 2-12=-1 101/1872,11-12=-1336/2204, 10-1 1=-1336/2204, 8-10=-1 104/1872 WEBS 4-12=-104/469, 5-12=-404/271, 5-10=-404/271,6-10=-104/469 NOTES- 1) Unbalanced roof live loads have been considered. for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=357, 8=357. LOAD CASE(S) Standard 6eriq pnutkrrrttl.rlie.ik'd I 19G-ri0;i3('i(ttEl"}brX9kf rftxSd(?XrgilCXt (Itiuki3lR7•;:tCXCPr":i;MfX^tax. IrXt dr p}amuers ed red rdesntkslre<sle pltrvigjfrx?rri tk AARsi,ta[k4,y.F.lrina<4:e!irre es. Udn: ale!.ise uaN nthe igg,ah giiex:aa!nt rife aB:Mr;Nfa the r)Dbu!rlil Lei!xs Desyr hpce-<u-XrE pR•r;. nr utlnmrg0 •epeserlsa aup edne)dni rrd ea R•.a q u1II Yne lrs gnttr sap r. sr'rN nde iUD arl(, Rla i?LI.)k es4answpix_Ird'ap cudnxs, salddN( Anthony T. Tombo it?, P.E. sd udd;s h;s s rn W lips rk aspridiXy d M1 r.tk0-6"e-nipar:ta.WIN)Xeupe•,aD.ermnONlC,ee'1: nl tkita'(sl ak Rd KL e gprr diu ggd,htl sedne"nss. utl 4R Xwi'iq.SR'gF, nsNlfiR nekusa sii Ytd e.pas6..hd the tale; Des gnru[R'aM. Xi azs sr erihigD ad hepbkesmf .pil( tritM f.11iy(repaen Srlm,lzr;a nu t(.f pNl:aN a!rtf eN sul nrdyexw'a nrri 1r14iR,ir res a: ties ad bresfi.7.ss Drsi a.hn: hi = 80083 p €u. taa p pJ;uaaXrr..r:»hra a rekss 4451 St. Lucie Blvd. r4[mu IdirN Ir e:ra m rpeN rRe n xrmq h dl ra: E: mdrei rre Lass s a.giun > /Cl 6a.i ):s,;pa. x r r s Sri.:'glue! f ®} anl9q. Ill eq:wY:r a'as ar as IdaN a rp-I. A Fort pierce, FL 34946 oprright lgl6Adtoot Tsaszes- Anthony i.TomboIII, P.E. tepmdudianofthis dommenbinDay form, isprahihuedwithcaiThe writleapermission hamA-IRoof irusses- Anthony T.Tomholll,P.E. i o Truss I russ I ype ty y A0012297 WRCLGIAES A03 Hip - 2 - 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com - Run: 8.120 s Nov42 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11,46*21 2018 Page 1 ID:hA3zRN7kH8GY_sQsevncy2zOBnp-ezY6E000_7XA4Bp2nExziOLfQNIXmUYGeKZITxzDzWm 1-0-p 5-7-14 11-0-0 19-0-0 24 4-2 1 300 0-0 j1-0-p i-0- 5-7-14 5-4-1 8-0-0 5 4-1 5-7-14-0-0 Dead Load Defl. = 1/8 in 4x6 = 5' 4x8 = A 13 11 4x6 II 3x8 = 3x6 = 3x4 = 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) , '-0.22 11-20. 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.46 11-20 788 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 11-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 2) Wind: ASCE 7-10; Vult=150mph (3-second T2: 2x4 SP M 30 gust) Va TCDL=5.Opsf; BOT CHORD 2x4 SP M 30 psmph; BCDL=5.Opsf; f; h=25ft; Cat. II; Exp C; Encl., WEBS 2x4 SP No.3 GCpi=0.18; MWFRS (envelope) and C-CSLIDERExterior(2)zone; cantilever left and right exposed,; Left 2x4 SP No.3'1- 6-0, end vertical left exposed;C-C for members andRight2x4SPNo.3 6-0 forces & MWFRS for reactions shown; Lumber BRACING- DOL=1.60 plate grip DOL=1.60TOPCHORD 3) Provide adequate drainage to prevent waterStructuralwoodsheathingdirectlyappliedor3-0-5 oc puffins. ponding. 4) This truss has been designed for a 10.0 psfBOTCHORD bottom chord live load nonconcurrent with any Rigid ceiling directly applied or 6-2-2 oc bracing. other live loads.,. WEBS 1 Row at midpt 6-13 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where MiTek recommends that Stabilizers and a rectangle 3-6-0 tall by 2-0-0 wide will fit between required cross bracing be installed during truss the bottom chord and any other members. erection, in accordance with Stabilizer 6) Provide mechanical connection (by others) of Installation guide. miss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt-lb) 2=339, 9=339. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) LOAD CASE(S) Max Horz Standard 2 = -89(LC 13) Max Uplift 2 =-339(LC 12) 9 =-339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less, except when shown. TOP CHORD 2-3=-1207/130, 3-4=-2239/1628, 4-5=-1932/1362, 5-6=-1739/1343, 6-7=-1932/1362, 7-8=-2239/1628, 8-9=-1208/129 BOT CHORD 2-13=-1 341/2009, 12-13=-963/1739, 11-12=-963/1739,9-11=-1348/2009 WEBS 4-13=-322/427, 5-13=-81/417, 6-11=-82/417, 7-11=-322/427 Su—u—u 1 11-0-0 PLATES GRIP MT20 244/190 Weight: 145 Ib FT = 10% Pixd Flx:e tlx Hemie+Ik'Ali]C-liYaiiS"ifttEt'16fF:t;(IEtYSd(7fSiICU5f8S1]gR l; rYL'd"MEN"Ixa_ie: qM P "eae lEe ArtYx 1. lnrl>;r.Etdxexe Axt sst!t ee. Udes: other+itr ddelxHe lope m" I i ! MAtes mrehr Fa'e ,Mi34 eseliar tk i}p taxedll isa'rn Desje(epxe b.e, Spare! hpreh-dr.-TOD-tNinspsvhpbs ld:ki,r nnus wh IM Anthony T. To(ntlo ill, P.E. a ed sed+xsl sfh gtxhixxthexsposUftyolftl— Ike.xi minx Pdlithe toligDestee,uhe;xhetdtklL`,hed" Ili hahul6q;dta4l?1.legp. dlk DDadmh I/ s dhe'xss, i 'xkad.rctsnxte shlldmedkxgnd xlxrzsrxc xd ; 80083 ne W.4,q e," x(ecrsmt-A..,ssaa.IutkiDDedlxp¢Ihe,W?.I-i litillhq(eyxMSdeh,le.-M.tVpwitwrim9 wAxe;dd ef'xli..1?.tlrlxYus'le.t,µasl-.itiesx4b:sa"k.l.xseetipx,lx.k.'¢:apaexalfms Mxda,i;x:ni 4451 St. Lucie Blvd. Iti i.4diax lle`. enew epode a%,rm"kern it K-uneihd reel ss as.gaex is. r[i rk'"it') De,ipq 1..s Sy"eve Far re"14' An ea a4. xtetud is lr(l. Fort Pierce, FL 34946 I i Copyri9M(0 2016Adloot Uosses-Antkonyi.lom6e111 PE Repmduaidn of i6itdommen6 iaany form, ispro4iltBed lthoul the written permission from A -I ftoolhusses- darhonrlJnmisolll, P.E. cuss ype tY y WRCL;G AE9 1 A0012298AlAONTr.-e Hip 2 Rn f-rrej s:e Fne1 Pi— FI 'eoeta ne h...i,.,1f....... Refereno tional i a-- — ---- -- • •..,,.... U, f r00l. 0. 1L4 J IVUV 12 N I t MI I eK inausinesInc. I ue May 22 11:46:21 2018 Page 1 ID:hA3xRN7kH8GY_ sQsevncy2zOBnp-ezY6E000_7XA4Bp2nL ZiOL.NCxmUNGeKZITxzDzWm 1-0- 6-5-13 13-0-0 17-0-0 23-6-3 30-0-0 1-0- 0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 0- 4x6 11 4x6 11 Dead Load Defl. = 3/16 in 4x6 11 3x4 = 4x6 = 3x4 = 4x6 11 0 00 Io 10- 6- 8 19-5-8 30-0-0 10-6- 8 8-11-1 0-6-8 Plate Plate Offsets (X Y)-- [2:Edge 0-0-0] [5:0-3-1 Edge] [6:0-3-1 Edge] [9:Edge 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.45 13-16 >799 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0-60 11-13 >596 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.25 Horz(CT); 0.10 9 n/a n/a BCDL 10- 0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 13 >999 240 Weight: 133 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min. 0-1-8) 9 = 1260/ 0-3-8 (min. 0-1-8) Max Horz 2 = 104( LC 13) Max Uplift 2 = 358( LC 12) 9 = 358( LC 13) Max Grav 2 = 1260( LC 1) 9 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1078/170, 3-4=-2249/1650, 4-5=- 1926/1395, 5-6=-1532/1289, 6-7=- 1926/1395, 7-8=-2249/1649, 8-9=- 1078/170 BOT CHORD 2-13=- 1359/2017, 13-22=-845/1532, 12-22=- 845/1532,12-23=-845/1532, 11-23=- 845/1532, 9-11=-1365/2017 WEBS 4- 13=- 465/531, 5-13=-223/498, 6-11 =- 222/498, 7-11 =-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5. Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=358,-9=358. LOAD CASE( S) Standard 6e"- fhls! ll-01 frire fu'A Iin, nLtiS iEtttl"{6A`t1:(EW31()K{ilC9$(Dt)uKr'A'17;':ClCPi ittfX'I., T.*4sipfe,Rdenedreft,dtintki Ns! 3esft)- Rt Tf^,ri %x tiiutl ImfSl4, i(. tds?ftl Y.0 i6+e e<f Ddess Aw.ise skid x%e TllD..1 dllfxepee hr pfhs itdi .,ulin tk nDhx d/ { eTrxsD vp Egiee s:e sle fttr dx!?,1!l udn al TDD let us. KapEKe d%l pdxind lgif lif y s11Dr Rfh IKa,f %l s:epl i. tti'I./,e %e 1DD allf :dertil. '414pfl pNs, hltq caeln dldilil sd tod+lus T:alh. m{1r,S Ik«f •ikiimdtk Trier %ta sidY i fe pA,. tx ldlfin Des fn,R;#;uhnd%e IR`a! al%IK-txi.ht:dl m„fli-Il I;dIk OD ld tt. tieli sedhf s,ad,drf kad q;•egr shildin ttnsr ,id, tl re eymci:nd Anthony T. Tembo i l?, P.E. ffaif z80083 lR rtDl5ifo' rdep.1 W3 fl,.'.i IN 1DD,d lie fG%h[lS W9ytd I%!i-f t(M}MM $d FIYI'RfD .a$rf lllSMt of Tn iM $t(A .,dnlK i$Nf 3'i'AIA[ 111ktirla%?,PSpI,.IIIS-d WnV1h l.ts!Dn,;,R,Irt silsp Fs?- OPt Tr[i>dJaI1:T!(-,l f%e• visf ldirdyo.,dRl ,peN aplii-x!%ghdl}m:?s.r,ei t!l11ns".11a,gi,ler»fCl,:etnlh96f„faer,wi. .s$rS.a-gileerrafb.ilBq. All e Xh4h RS.1. letadaT111. l 4451 St. Lucie Blvd. ZE Copyright (1) 2016 A-iFa/f iretsez- Amkonp 1. Tomha lib P-E. Reproduction of skis document, in unrfmw, iiptalihiled without the urines permission from A-IRoof Trusses -i$nihnnrLiomho ill, LE. Fort Pierce, FL 34946 oI cuss I russ I ype ty y A0012299 WRCLGIAE9 A05 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:22 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-796VSk1 elQf1 hLOELyToFDugonY3VriPt_Jr?OzDzWI 11=0-p 8-0-0 15-0-0 22-0-1 30-0-0 i-0- 8-0-0 7-0-1 7-0-1 8-0-0 i-0-0 4x6 11 10-0-15 10-0-15 4x6 = 5.00 12 6 Dead Load Defl. = 1/4 in 3x4 = 4x6 = 3x4 = 4x6 11 19-11-1 0 15 Plate Offsets (X,Y)-- [2:Edge 0-0-0], [10:Edge 0-0-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O:80 Vert(LL) ' -0.43 12-14 841 3,60 MT20 '244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.68 12-14 533 NO BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; V.ult=150mph.(3-second BOB CHORD 2x4 SP No.2 gust) Vasd=116mph; TCDL=5.Opsf; WEBS 2x4 SP No.3 BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., SLIDER GCpi=0.18; MWFRS (envelope) and C-C Left 2x4 SP No.3 1-6-0, Exterior(2) zone; cantilever left and right exposedRight2x4SPNo.3 1-6-0 end vertical left exposed;C-C for members and BRACING- forces 81 MWFRS for reactions shown; Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60Structuralwoodsheathingdirectlyappliedor2-2-0 3) This truss has,been designed fora 10.0 psf oc purlins. bottom chord live load nonconcurrent with anyBOTCHORDotherliveloads. Rigid ceiling directly applied or 2-2-0 oc bracing. 4) * This truss has been designed for a live load MiTek recommends that Stabilizers and of 20.Opsf on the bottom chord in all areas where required cross bracing be installed during truss a rectangle 3-6-0 tall by 2-0-0 wide will fit between erection, in accordance with Stabilizer the bottom chord ancfany other members, with Installation guide. BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of REACTIONS. (lb/size) truss to bearing plate capable of withstanding 100 2 = 1260/0-3-8 (min. 0-178) lb uplift at joint(s) except Qt=lb) 2=374, .10=374. 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 12) LOAD CASES) Max Uplift Standard 2 =-374(LC f2) 10 =-374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528,5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601,9-10=-944/109 BOT CHORD 2-14=-1295/1966,14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363, 10-12=-1299/1966 WEBS 6-12=-471/701, 8-12=-425/553, 6-14=-471/701, 4-14=-425/554 NOTES- 1) Unbalanced roof live loads have been considered SE:dq rhme durryhlr mitmth'A 1IMF TIAiS">ltfrl RK;tiiTm&(IN'MissalUCIMPT9';::[7C'i.;NEN"Ixc resit lt;ip taEodm eM red ml.sa Ydstress )E ic++igtR'>;;ealRx AdlaY l.lnsla G;l(tdx¢aEsltE .+irt rss lldnt 91,-ist sidtl Wit IDD,ah kl1ESt111Sitlfrh.ih>I3!.St1111 th TD9 t¢.'Ad 4!aI-D¢sip El nlC Ep. aE fe5a. 9. Sed 11 a.1aD ipi¢Sa151RwiN. "aHthd?SSlad ut lM.IF ?SrNslh lapl Ht lEsp HE 51.yFT Sltnin41A i1f iGDur ralai?Fl 7his pA isuvptnc.Hdg atllia;: s.Idi ey Anthony-T. Tombo III, P.E. ari se d HisT s h atlullig is th'np.Siilin d N 0-th C.xts Owriu Pal e: tie lwll.r Desta,a.^a: ittl d to Ill, 1? r THE WN l:at:n th ab r+t l q dth TIN sd M lieu ct 0IN Tnss. W' gItdo4Argt fill» , a kn:es Alt ee!'W1a n d 1Z 80083 as Wi4al Desga w(mm..Lss;raeitle tODed tx pm sesalpld sdtM kilag(.pum We, ta.amn ltsf pdfshd sl T1 mI SNA.o;d 4plaa pi4 INM-itrnpxail::nis ad 6.:s d 90!rs! DEapw,T.s,)e;p EqE .4 lssw ate::n t. aitss- 4451 St. Lucie Blvd. tHeise ldi1E41Tet19na l,ed 1plawriaq 1. dlpwtn iudsH. Beim e,.x.apxtrrslCT"Me hwilHp Deipg,nTe.s Sys:.a_gi.?errserl.a9q. of sp;,d'??Ea.as xE as tdaelHrlfl. - Fort Pierce, FL 34946 opxifht V 7016 A I foot Trusses- Amhaay 1. Ionia III, P.E. feprodunimt of this document, in any form, is prohibited without list vrineo permission from A]faaf Trusses- Anthony T. Tmmbo Ill, P.E. Job Truss Truss Type Qty ply A0012300 WRCLGIAE9 A06 Roof Special Girder 1 1, Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:23 2018 Page 1 ID: hA3xRN7kH8GY sQsevncy2zOBnp-bLgtf42GWknuJVzRvf_loRRz1Bu7EEcY6e2PXgzDzWk 11- 0-Q 6-5-8 10-8-0 14 4-0 18 6-4 23-0-0 25-2-15 30-0-0 1-0- 0- 6-5-8 4-2-9 3-8-0 4-2 4 4-5-12 2-2-15 4-9-1 -0- Snnf11 4x4 = 10 -- 13 -- 12 Dead Load Defl. = 5/16 in O, o Sxe II 4x8 = 5x10 MT20H8= 3x8 = 6x6 = 5x10 = 10- 8-0 18-64 23-0-0 30-0-0 10- 8-0 7-10-4 4-5-12 7-0-0 Plate Offsets (X Y)-- [2:04-3 Edgej,[8:0-4-0 0-2-21 [10:0-0-0 0-1-6][12:0-3-0 0-4-41 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.33 12-13 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.64 12-13 563 240 MT20HS 187/.143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.38 12-13 952 240 Weight: 159 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T1: 2x4 SP M 30 T4: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 'Except* B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1835/0-3-8 (min.0-2-3) 10 = 2787/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 557(LC 8) 10 = 984(LC 9) Max Grav 2 = 1835(LC 1) 10 = 2787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1337777, 3-4=-3512/1084, 4- 5=-3282/1066,5-6=-3284/1058, 6- 7=-5977/2086, 7-8=-5977/2086, 8- 9=-5823/2077, 9-10=-5893/2094 BOT CHORD 2- 15=-970/3156,14-15=-1633/5242, 13- 14=-1632/5244, 13-23=-1807/5444, 12- 23=-1807/5444, 10-12=-1837/5329 WEBS WEBS 4- 15=-235/303, 5-15=-675/2207, 6- 15=-3010/1146, 6-13=-464/1046, 7- 13=-273/194, 8-13=-351/688, 8- 12=-409/1382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph'(3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL= 5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=557, 10=984. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 Ib.up at 21- 4-12, and 365 lb down and 119 lb up at 22- 11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 l inifrs nl Loads inni 7udq Plnse rluerydarnh.tY'FI iDG;IilSi(S('AItEPcf>;FIkiCEtJ(SS(?Ii111C5S(n7 Ni5lRirj:(C9CA^MfN'IHx.in:M 6dp Paeaden nlreJ sdxsata.i cr.ie;p Asviq;fLe 1Er 1eix71.1raH!i;S.E Sdyae Uen4ri!e ne. 9des: etke•ise slgelntle lt,nh Zt diiea<ene ixihYs nd-ue1Mr&ODeauedY 3se:rxs Desga Eepxe{i <nhD-`eoa-x; e sednmlDD epesMr nxuaa:e dmpalnfialrnhresryntliiM nr ue fnv of. lh sale 1.s dw:IN a or I(U nle. rda Ms. k inp nsimpsm. Ism, cnems. smdan S, qryne Anthony T. Tembo iti, P.E.eududasoiie 80083 DsEeexAs.srs ea fi4:nh.t nk ea is delDD eadltt pradiusolS:111 sal to &idry (aepaen Sddr herne6 KUS NskaS rtled,HA n. der xu'n perra: ahni_1P.Ins. hr rulrsl:. nesewwisth.las-D<i per,ires: les ::agnn ni ln..M m(r. a.v, nxu 4451St. Lucie Blvd. eteviu ldied 1p :ei:m aged a»a aaniry la dl Ser!es indrei lSe lnss0 sig.gieerr slDl we Sala? De,:Sar,ni. s4s:.a cgnurcnp haiilq. 111rm 7v t;os nen ddhdia Rfl. apSTi;htCi 2016 A - I Roof pusses-Anikanp 1. Tomha llh P.E. hPlodudion of this document in ony form is prohibited withom the writtee permission from A-1 Roof Trusses- Author, T. Tomlin ill, H. Fort Perce, FL 34946 Job Truss Truss Type Qty Ply A0012301 WRCLGIAE9'* B01 Hip Girder 1 1 Job Reference (optional) m i moor i cusses, run rierce, uesiynt. nruss.wm 7-0-0 1-000 7-0-0 Sx6 = n ID:hA3xRN7kH8GY_sQsevncy2zOBnp-3YEFsQ3uH2vlxfYdTNVGKezA laHozgdiKloy4C 0 , 14-4-0 1 21-4-0 122-4-q 7-0-0 Dead Load Dell. = 1/8 in 5x8 11 1.5x4 11 5x8 = 1.5x4 11 5x8 11 7-0-0 0 Plate Offsets (X Y)— [2:0-4-3 Edge] [4:0-1-4 0-2-8], [6:0-1-4,0-2-8], [8:0-4-3,Edge], [11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) , -0.14 10-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0:77 Vert(CT) -0.27 10=11 955 240 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 10-11 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.OE *Except* 2) Wind: ASCE 7-10; Vult=150mph (3-second T2: 2x4 SP No.2 gust) Vasd=116mph; TCDL=5.Opsf; BOT CHORD 2x4 SP 240OF 2.0E BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., WEBS 2x4 SP No.3 GCpi=0.18; MWFRS (envelope); cantilever leftSLIDERandrightexposed ; end`vertical left exposed; Left 2x4 SP No.3 1-6-0, Lumber DOL=1.60 plate grip DOL=1.60Right2x4SPNo.3 1-6-0 3) Provide adequate drainage to prevent waterBRACING- ponding. TOP CHORD 4) This truss has been designed for a 10.0 psf Structural wood sheathing directly applied or 2-9-2 bottom chord live load nonconcurrent with any oc purlins. other live loads. BOT CHORD 5) * This truss has been designed for a live load Rigid ceiling directly applied or 7-11-13 oc bracing. of 20.Opsf on the bottom chord in all areas where MiTek recommends that Stabilizers and a rectangle 3-6-0 tall by 270-0 wide!will-fit between required cross bracing be installed during truss the bottom chord and any other members. erection, in accordance with Stabilizer 6) Provide mechanical connection (by others) of Installation guide. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2, 651, 8=651. REACTIONS. (lb/size) 7) Hanger(s) or otherconnection device(s).shall 2 = 1761/0-3-8 (min. 0-1-8) be provided sufficient to support concentrated 8 = 1761/0-3-8 (min. 0-1-8) load(s) 240 lb down and 269 lb up at 7-0-0, 123 Max Horz lb down and 143 lb up at 9-0-12, 123 lb down and 2 = 59(LC 8) 143 lb up at 10-8-0, and 123 lb down and 143 lb Max Uplift up at 12-3-4; and 240 lb down and 269 lb up at 2 =- 651(LC 8) 14-4-0 on top chord, and 365 lb down and 119 lb 8 =- 651(LC 9) up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at Max Grav 10-8-0, and 88 lb down at 12-3-4, and 365 lb 2 = 1761(LC 1) down and 119 lb up at 14-3-4 on bottom chord. 8 = 1761(LC 1) The design/selection of such connection device(s) is the responsibility of others. FORCES. ( lb) 8) In the LOAD CASE(S) section, loads applied to Max. Comp./Max. Ten. - All forces 250 (lb) or less the face of the truss are noted as front (F) or back except when shown. B), TOP CHORD 2- 3=-1235/303, 3-4=-3341/1240; 4- 21=-3490/1352, 5-21=-3490/1352, LOAD CASE(S) 5- 22=-3490/1352, 6-22=-3490/1352, Standard 6- 7=-3341/1240, 7-8=-1235/303 1) Dead + Roof Live (balanced): Lumber BOT CHORD Increase=1.25, Plate Increase=1.25 2- 12=-1086/2997, 12-23=-1087/3015, Uniform Loads (plf) 11- 23=-1087/3015, 11-24=-1046/3015, Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20 10- 24=-1046/3015, 8-10=-1047/2997 Concentrated Loads (lb) WEBS Vert: 4=-193(B) 6=-193(8) 12=-365(B) 4- 12=-8/503,4-11=-276/733, 1 1=-70(B) 5=-123(B) 10=-365(B)21=-123(B) 5- 11=-573/388,6-11=-276/733, 22=-1 23(B) 23=-70(B) 24=-70(B) 6- 10=-9/503 a / 1TLC PLATES GRIP' MT20 244/190 Weight: 100 Ib FT = 10% 1 adq" Ilnu dsngdy a!it«Me'Al Oa fi Si3"SltlEl"46EWEtk(TEtY58(t:A71ek3(It70k{Sl1cl;A;CRCi'i.E",NEAi 6re.ie-Ay Aesip knenders eat rid ulxuldstnuJ pkany,T(w;- isle Astlxy l.Im.u.,r.E.ldaede Sleetpxa ns.lid:ssatM•iu ddd ulu IDg, so k iei:aauNrkce.,kd:ussdfd fix i)Itote edil.A!e irns Des ke(epuN al..<;e'uity htlu:.,tk: seduur lDB gresedsua!rwaluramiad ettnr'ae r.skusiiltilt n.n les Breit sq,T , hirer us It lM silt. rile T?41 teA s pasunpiu liir nenxs,s ndilNy Anthony T. Tamba it?, P.E. jr iasednis T. s 4 mkilf ep istle restaa iFilih d,".e Ovur.lu Awxi cee'A.Ldtd a: ih ldidq hn rer•, alae;xien due lR(, a iA! kn I dlalm:aleir+7 hq;•nn dlu aDg aalmfall se die inss. i,l au kpiwy. sn!gt Magenu ui train ed urs nekceslnd - 80083 de tot gges:pa. era Ga:aCA. A:x'e,eala de Igo W Ipissusdriet- a th lde"(oopsim Sdm f—entifl )pividee ti M W SNArs re—.*pma:pdoo Trlk ittlt,a.p-40;no ud da.B.0Is]ass heiysnrIm,k*tq- pA trm Mssdtn:.r,ass 4451 St. Lucie Blvd. t' ke+nu titian tye:adRO aped a»e i xMsf 1, ill W -ndsei Ti, Tns, e,a.yneer-s Rct kk onil fritser,,, Ims Sysna hgi.. curt Whet. All egadi:t axes et n Mind is Rtl.., Fart Pierce, FL 34946 I optnightC, 2gldA-1Roof Gasses-A.Ikuy1.TomboIII, P.E. teproluction of this document, in ny form, is prohibited without the witteo pirmissivo here A-1 Roof Trusses - Aithorty 1. Tombo lll, P.I. Job TnjSS toss ype ty Ply A0012302 WRCLGIAE9 B02 Hip 1 1 Job Reference (optional) Al Root I cusses, fort Pierce, FL 3494ti, dessgn(vNaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:25 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Xkod4m3X1 L1cYo7pO4OVtsWNV_anil8rZxXWcizDzWi 1-0-0, 6-5-7 9-0-0 10-8-0 12-4-0 14-10-9 21-4-0 1-0-0' 6-5-7 2-6-8 1-8-0 1-8-0 2-6-8 6-5-8 3x4 = 1.5x4 11 3x4 = 5 6 7 Dead Load Deff. = 3/16 in 3x6 11 5x8 = 3x6 11 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- [2:0-3-1 1,0-0-41,[10:0-3-11 0-0-41 [11:0-4-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.19 11-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.40 11-14 >642 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 11-14 >999 240 Weight: 93 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 83(LC 16) Max Uplift 10 = 231(LC 13) 2 = 261(LC 12) Max Grav 10 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/28, 3-4=-1415/1041, 4-5=-1171/866, 5-6=-1059/835, 6-7=-1059/835, 7-8=-1171/866, 8-9=-1419/1045, 9-10=-942/80 BOT CHORD 2-11=-830/1251, 10-11=-834/1256 WEBS 6-11=-293/522, 4-11=-267/343, 8-11=-273/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=231, 2=261. LOAD CASE(S) Standard wan f`:n:r'ixp:tsr-.fk'1it[A t1USSES {cii;. a;tslliU!St ECtlR7uMi;p>IOA tUfEtjs.ti;0#:EDSk51-Ya.lnd. its esesnsai ieM xfes Ktks'msUesya drxiry;;Dpid-r +rdmr?. tr a.Ili.F1.16ereae suet ietar nt. f esfb!+rs!ssusN ee iB. nh, A'tY t>tnenr tides blkesxi ks;k h nkadii. As s jwltstlsp tap— p.3Eaya!er. he sed eo sy T7iKesansaxrt e!a«rits5 r, tgaenag esper's:hMsoksipdaas lei sl; hleo'k l_U adr, ooln llt l. itasq ekaas:mdo,ty eu re rd lressbs oxr 6r;€rytske px.di;n due4 xe, ne Oreh's crib tK gx !k Sx:ts; t yt, io he;eksrw Yt ltt: tle lk`'k nvl i.i;li+:saa od .%d- ik Anthony T. 80083 IG, P.E. aypnald:kl8aCC3€'rls eaMirss;rr2m;Dell;.story i.rUetodknys9dldePs rsmsail^sd a'80083 d l7(;hsipa aei.aeom for_kited ded p'k tC: as Ba Pies ed yrtE xR tStn'n ia:iand Seht<Midsx9e'ril pt,kx/i. sfl eat SGR re tuersl.e;rne d;ri&n iMi ddats 5e a.pasgil'fs eel ld se('kix...r,:oaar rnshs3piegsee oN'nssdadaCxn, yitss St. ada:se kbod b.a C.W.aod qa x ne by o:: ps€ks nnl,c'k Tsni Or p.ams. is 43 he ixiliq k;ipts. .Ins S.sdaa Ent- it nt wiGry 1: Fibhrl 1—oars trhert ih,i. 44$1 LUii2 Blvd..' t Fortviey;e, FL 34946 Copyright.m1016A-IRenitrosse;-AetkoayLiombadll,P.t, 9rpscdnnianofthis dcroment:ieonrlmm,1piobibitedw:Ihaelthe .,irapeimissio,Lh mAIleofImses Anthoeyl.lombolit,p.E. Job Truss, Truss Type Qty y A0012303 WRCLGIAE4 B04 Common 2 1 Job Reference (optional) h i rtoor r ruases, run rieu:n, r a u, uearyn a i u a.,,, 1-0-0 6-5-8 1-0-0 6-5-8 F IDo. , ,.. ,.. ......... hA3xRN7kH8GY_sQsevncy2zOBnp-?wL?H649 10-8-6 14-10-9 4-2-9 4-2-9 4z4 = 5 6-5-8 22 11,46,26 2018 Pane 1 . Dead Load Defl. = 3/16 in 3x6 ,11 5x8 = 3x6 11 1 21 is IOT Plate Offsets (X,Y)-- [2.0-3-11 0-0-4] [8:0-3-0 0-4-4] [9:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) • I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.36 9-12' 720 240 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=150mph (3-second BOT CHORD 2x4 SP No.2' gust) Vasd=116mph; TCDL=5.Opsf; WEBS 2x4 SP No.3 BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., SLIDER GCpi=0.18; MWFRS (envelope) and C-C Left 2x4 SP No.3 1-6-0, Exterior(2) zone; cantilever left and right exposed Right 2x4 SP No.3 1-6-0 end vertical left exposed;C-C for members and BRACING- forces & MWFRS for reactions shown; Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 4-7-4 3) This truss has been designed for a 10.0 psf oc purlins. bottom chord live load nonconcurrent with anyBOTCHORDotherliveloads. Rigid ceiling directly applied or 2-2-0 oc bracing. 4) * This truss has been designed for a live load MiTek recommends that Stabilizers and of 20.Opsf on the bottom chord in all areas where required cross bracing be installed during truss a rectangle 3-6-0 tall by 2-0-0 wide will fit between erection, in accordance with Stabilizer the bottom chord and any other members. Installation guide. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of REACTIONS. (lb/size) truss to bearing plate capable of withstanding 100 8 = 852/Mechanical lb uplift at joint(s) except Qt=lb) 8=245, 2=274. 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16)' LOAD CASE(S) Max Uplift Standard 8 =-245(LC 13) I 2 =-274(LC 12) Max Grav 8 = 852(LC 1) i 2 = 915(LC 1) I FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showm. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-11311857, l 6-7=-1440/1084, 7-8=-954/104 i BOT CHORD 2-9=-869/1274, 8-9=-874/1280 E WEBS 5-9=401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered y for this design. W-4 Rwst'vk :erir t'si'di it's itUiSES7EA?1`1'.:09A D.it(CKMIStEstog j at itout t, o.4o!, u. teee Skit ietaen,. des, e'ia-rite sa!e€k t 76 r.,,*tkfe kjl 4f.N r ktdit As t ca tgaji pa": na wittd . styt59tinrstrxswrtiit r wt pdes.xw;srguwi:g spivis4t is n dop A m smle i ti.t ee hetiet IN tdr, ki. M1 TM MV wwe{im d'-s 4tr Anthony T. Tombo IN, V,E. M it0rwl, ssi,er Wtkaq:s.epxz ..,dAtCwn ht0-',PAa lgwta!hr.&'ii htlaa,aht,ww0If,,W.*tIK'we.41.0Wtt;tehatl %I. Tot9Nstald6a(9wtatYdi eddtlr t,me3atWftlr k+wt a z_slwwE: 80083 Ikt'Nn9 tipit kl,epirla. ,Ell as Int'k T'ad'ky r'sep }smr szdi F.iAst Pgkta Sd-t M+isa !i!tm!'cxdt flke S&1-: is H iked gitke ITIIlExs!5e..k+sal :s m/o»usdii t.sts:i,:eie ,ru bniP,egiitc wl ixx dkder. a, xi tss 4451 St. Lueie Blvd. ttlnw:,i lt'ixi ltt(whta tperigw n mtjrphis a.dtw. At'4", k,p Egaei i,tt. he 1011rq tmrt a rst Ststea Egiam d k, kltq, i utibW41t.....eretsih-1 1%t. Fort rIC'iCP;:.FL 3494E , 41 (e t`tC2016 A-i Real Imses- Artbooy t. tcmha 111, P1 Rerodonioo of this daamert,it tr-io;m, is xA.V1 the wi itteo elmissioe(to. A I loaf Lines. Aathor 1. Lembo tit, P.E. Py=9• ur P t i P Y o Truss Truss Type Q ty y A0012304FjobReferenceWRCLGIAE9CJ1ComerJack101 optional) cary a nruss.wm mun: 0.1ZU s NOV 1Z Zu11 runt. t5.1ZU 5 NOV 12 2U11 Milek Industries, Inc. Tue May 22 11:46:27 2018 Pagel ID:hA3xRN7kH8GY_sQsevncy2zOBnp-T7vOVS5nZzlKo6HC8V2zyHbgNoUEAFk81FOcgbzDzWg 1-0-0 0-11-11 1-0-0 0-11-11 3x6 11 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 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 = -10/Mechanical 4 = -5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 = -88(LC 8) 3 = -10(LC 1) 4 = -5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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. bndq tlmfMi 4my rnir#N'AIIM, Mrlsili.sEaFrs 611%, rfuls 3 C16.d11e6(tUsiDMi''ATi nC&' D'A[Ni Ann.W47rslp gmmdenaiud edes n Ills Ns!Df:gkrviy 1 # 11k0lzUlu ue he N 1DDua 44, f!aJnD.0 I".. , !ggarnrsras,garAe!sgalkfw' Wi In dAaEg1i1Iaf hU!,1 1. Id..' lSEw4 44r re W. UdmepoA W.bidse aWgdfdaarfixlf- .U@ih, a1D7Y . Anthony T. Tornbc III, P.E. rJudas l.<, `rm kltm tie urger 41m d,teh f14C xr srxa.iayw9r n ldlra@esgn,a tY ahn dhe lk n!2"n/tlel edk i ,:r4 adf!:I if qpn dge.DD rM rw Dde sedfie inss ul ma Ra11u7 sa yf filler ikrtss ud.M rs rail,:nd Ilf1-e@0nyaea Ea^ene Ao: etef b&TOWN Katie egd/Irsdn gtdq (mgaen sdenyhx_M rl gdgske e M vi st[! ..dW Vingni._,., 280083 gE"a e.sMxns44515t. Lucie Blvd. r4enuldea E) o.m•m rged mrir wrmy lgdlger.:W nrsed Tae/n.; Ca a.ssnui Uui wk tdigag@fslgzn.W le ssgs.7 _egnftt rag odllag. Allfa iuzu s os of es leimel is lErl. For[ Pierce, EL 34946 opytight02D16AIRoofLusses-AmhonyT.TomboIII, P.I. Reprob(ionofthisdorumeni,inuyform, ispmhlbdedwithoutthewtitteepermission homA-1RoofTiosses AnthonyT.Tomball),P.I. L--__— .... .v.— - . Job Truss Truss Type 9ty Ply A0012305 WRCLGIAE CAA Comer Jack 6 t Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:28 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-xJTmin6PKGQBPGrOiDaCVU80KCgdvizHFvmAD1 zDzWf 1-0-0 , 1 0-11-11 1-0-0 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1.25 BC . 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = -1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = -4(LC 12) 2 = -71(LC 8) 4 = -1(LC 1) Max Grav 3 - 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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. 2x4 = 0-11-11 0-11-11 DEFL. in (loc). I/deft L/d PLATES GRIP Vert(LL) 0.00 5 999 360 MT20 244/190 Vert(CT) 0.00 5 999 180 Horz(CT) 0.00 4 n/a n/a Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10% hruq lIns!dungNt rnirette'i1104 fgdiil!'it(tECi bEe;tli i:tflid[BExtlC11 (I`l p'mrtl^; d(n0i'c611?ti I...yt!dr 4rv pmdnsmlrzd ldrspllis?resi ies Ar+iag;(t;er me ld4eri. isauri,rE.Mnrxr Q!si§!h!e esi. gdessdle'+iu StdN wtl!IDO,ah Auld <per.Ixlrt Anthony T. Tombo H!, P.E. ad nedas i. b. eR Nun' islkr sr sidlmd;:elnn.11t0*.xisld'ei.dlpdrhe will-rUesigM:w'd;x¢dd141R(, e!R: ell tle lwdlaaiw'de ad rtil. le 9p .dlk.Ogcdmfiell sedlw Tnss. wdsq ecd>t sa!q rddlda ae krun od 4 is!!p?nLl h d 1$0083 IEtte'?3":M'd(W:W..''!,q ww.,tht?UDmelntonalor4hlslltddlIM4W.PnomSdmlrrtnit(Srpti"Wn4451 St. Lucie Blvd. - t4n. ist edible hre.MredepeI'm lxriy lr dlrM:!s indfd.The?res.aiip'agnex IS GI t`a W'y ks:g!e. T. ten or oilBq, kl rmtd74"M tte ss ddad111111. Fort Pierce, FL 34946 opyrighl02016AIRoelTrusses -Anthony 1. Tombo111,P.I. Repodudion of1his iocument, in any form, is prohibited without The witteo ptimilsion lien A-] Roof Trusses- AnthonyT.Tombo111,P.I. oI russ T_-ss Type ty y WRCLGIAE9 CJ2E Comer Jack q 1 A0012306 Job Reference (optional) y,va rcun: o. Izu s Nov iz Zui f i-nnr 6.1ZU s NOV 12 Zui f MI I ek Industries, Inc. Tue May 22 11:46-28 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-xJTmin6PKGQBPGrOiDaCV U80UCgXvizHFvmAD i zDzm 1-0-0 1-5-11 1-0-0 1-5-11 3x4 = 0-3-4 0-3-4 1-5-11 1-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 10 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 1-5-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 23/Mechanical 4 = 15/Mechanical 2 = 139/0-3-8 (min. 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 = -14(LC 9) 4 = -13(LC 9) 2 =-110(LC 8) Max Grav 3 = 23(LC 1) 4 = 19(LC 3) 2 = 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. ffimeiq tbese tkr gM r .iew tk'A l IDC 11''h S A(1ECA 6EF:H; tEWS 8 (?gailCYt (Jsl ki D(1l . r1CLLED;dEX Ixr,. ierAy letlp rxexdns eat «sf edzs p fbs lens Des:c krriq tff{; eu lie Adlp! 1. isxia P. 1E.Idnexe 4?s4sre est. Udess dke, risr s?dN w tle IDD, py M(exr pwrbes hd ie Ifx tb ilD tax dl. {s tiros Despf q 't <p, ulu EnE x;,rs s.dppr iDlt:ekesettsaxbste dlkrdKdmlegx• u qas lildr br lx 1f519 F:ix s:epe r. sLy N re rk ND pl( nfa lq-E- i4f?spnp9pire Icel:q tpepi s.nditihe:J sednsiTs:kmtdll alpres MDhd",eDn fkDrerstxa pe AnthonyT. Tombo III, P.E. Ne rw9ulxtdlfiuDtsipe elxepbtfduelt(d?It:alb ludl lu N<WKI laqune df D0W..?bell s db?1 stajaGpWd4svgt MMi Wkttr W!k h '.0Ah f : 80083ortwtle}Desrtt pi [p+tm A:..";,ntdslklDDdlapudlu wi id es do tdbig(expeed Sdeb hi- on.-O'. pdiskd x 11 xl SNArt dx?nd*pmd Pit irlh p:la respm al lies p3 a: as dk?1'tss De[pp,i ts, ies:p tfjipppil psmArrea, pass e'le+xx IdiaN lru.td al strut epe is rriDq lr dl pmn'nusN. tee in., C sa.g enl s SDi »R td1a1 De;.px, rt E a s cys.w!alie?a e: ar pil5q. All ta:,d:rsd Oros xe m fdael a 1111. 4451 St. Lucie Blvd. Fort Pierce, FL 34946Copyright (f11DldA-1Roof Gasses- Anthony E.TomhoIII, P.E. toproduniaoolthis document,inany form, isprohibited •ithemthe rrittenpermission from A-ItoofLnssesAnthony LTombs lll,P.E. Job Truss I russ I ype Qty ply A0012307 WRCLGIAE9- CJ3 Comer Jack 10 .' 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 .11:46:29 2018 Pal 1 ID;hA3xRN7kH8GY_sQsevncy2zOBnp-PV 18w7715aY11 QQa Fw5R1 ih92b9Ne9DRUZVj1UzDzWe 1-0-0 r 1-0-0 2-11-11 a' LOADING(pso SPACING- " 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240 BCLL 0.0 Rep'Stress Ihcr YES WB 0.00 Horz(CT) -0.00 ` 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) ofBOTCHORD2x4SPNo.2 truss to bearing plate capable of withstanding 100WEBS2x4SPNo.3 BRACING lb uplift at joint(s) 5, 3., TOP CHORD Structural wood sheathing directly applied or 2-11-11 LOAD CASE(S) oc purlins, except end verticals. Standard 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 = 194/0-3-8 (min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = -57(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=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & 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 J TrdgJpemftialgNrr.:iee is'dItODl fil5i6 i'if(t(Cs6(N9lL ritllSd(ON'CiPDN1(DsiDNi kT7';lii1CKE:,MfNi lkn.fe"rtfftdp rnoders mind wnkt4s l!iv k3pfir+iq;iC£1b 1d1uN 1. its"st!:; rE Merest Slfsihh!a tse. Ddn:ftea+in Sidd.16 TDD,a'f - Oilti:ltmltrrre Ndha.efhr14ilDt'htdJ.f3eirn3Dt3ipEipnL•I SleidteElpm!+ludnmiDD peMsmeruxu:dhepd>snkdem rinr!gkGlilaNs.Mits'mLtdPs:e3fr sep'idferhi(IDklr,Wai?Sl.;ktt'ytnnopitc.Ilq tnbnx3,3tM1iD7 AmhonyT.Tomboi[i;P.E. ttJ iStdRtit '1. N1 {M ilti ltlht t3pt31bDIt d7.>d vlPr l{!D'Ykf:fi!^l'.NP 13 a: ik {kI1 fDlS n ' :emtt dtae lrir: ltl ltd t'iq;df ai Kl.l, oppmalIlk,!DO dtnhlin of tilt.W Gp 1GA.tq. tA'q sNOa1W#mktt2^Stdi Ml4 etS.0:!.hd ti 3[]083 ttfadlUaWs!.. l.—se[W..sbIDDtituroutindpilandlhhigg(.Pm Way Mad Sl(Amrd—usl2t 1pdkt ie.Itain,11,e3Iwsi Attiintde 5d10msklipn,tti"De"T,El".andrnsYakllt'e!!l.a;ev 4451 St. Lucie Blvd. o flp+ik idimkfa.ldrld'ped'm i-"h, oll W.I. ifdied rielres::up;!pinr;, NLi he {d.7oi:n:gaer,ninis Sfsiea giltndnr Nnldiq. All tp Hadkrnskt atddadhi% 1. Fort Pierce, FL 34946 appighl0J2D16AItoot Losses- Anthony 1.TombsIII, P.E. Reprodudiaaofthis document,innay lornt,isprohibitedwithout thtwritten permissionhomA-1Roof Tinses- Anthony T.Iamb 111,P,I, i g Job I russ Truss Type ty y A0012308 WRCLGIAE9 CAE Corner Jack 4 1 Job Reference o tional 1-0-0 kun: t5.1Zu s NOV I e Zu1 / rnnl: t3.1ZU y Nov W 2ul / MI I ek InOustnes, Inc. Tue May 22 11,46,30 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-uibW7T7fsugufa?npdcgavDLN?U I NcTajDFH HwzDzWd 3x4 = 0-3-4 , 3-5-11 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.18 BC 0.19 WB 0.00 Matrix -MP DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 0.02 4-7 0.01 4-7 0.00 2 I/deft 999 999 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 10 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-5-11 oc purlins. 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) 3 = 81/Mechanical 4 = 46/Mechanical 2 = 205/0-3-8 (min. 0-1-8) Max Horz 2 = 53(LC 8) Max Uplift 3 = -51(LC 8) 4 = -36(LC 8) 2 =-148(LC 8) Max Grav 3 = 81(LC 1) 4 = 59(LC 3) 2 = 205(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. U64 11— Mneld!rtdt?! tk'A IUG TIljisB i'itttlrt 61111£T£XNS&Q1:IIICNSC1SiJki'SlT£1';!:(f[;6i:siMfX?'I.,. Irdf 7tsip lntmeltn W rml rdn a Ns NI: 31:r: U9ravi.N: TW. vR AdlniI Tl ,3a;;;, F.E. Idntat Rs4 htSre ns. ns OW-, sMdadt TUO, nil mad (aminl Xd. te esel Mlh T7Uhx44 As e'tass Oesge Eegar; cp'aXr Erea., yt echo{IDU'epesMsn Ystnaedhe pdtsslad toerin spItupfi'IJ ets ln).ml ytJti,itof :l4ntle lDDnlf,aW i?LI, ks_Ki;a nsenpit lek nq satlnxs,smdilrr Anthony T. Tornbo T11, P.E. d srdn;lr. u tdl/iartGerespe klind'.xTr tltUrn:lsoxs a ptlelntdlliaOesrpr,a:a•adtddArlB:.et A:n1lXebntime; dtad£Kl legr<nr dlk!DUe4a.fiell s dbe a;haaEaA >nap telldiaaehrzssXd ate. esp+tir:uea ;: $0083Ua [,i'x:ly Utsn ea (arMx. .:: an tarille iM rd is psta mlpi/l sdne pilky(arpmaiSdm, Ire ndin K.fpllisXr'ar TA WSIU ur rdd xuMpeena pelln R.Ikia•e rt.pest. neste.+a":sda.l ess Uefpn',l nsks:gr 6Pnn nX£rr:sdMa.te n!rss tterise ldieu kra ed ed epxl eptie xmiq l3dl pats indaeU Tae!rt:st sp.ngner,s XUi e InAn3Ct;;au,e !. .s Sys:.x _yntrrar aU9y. All uq:-X urns A— Xdnrlia Tlll. 4451 St. Lucie Blvd. opylifht e, 2016 A 1 foot Trusses - Anthony T. Tomba III, PA. Reproduction of Ibis dommem, in nay form, is ptohibited withcul the written permission from AA Root Trusses Aothony 1. Tombo lll, P.1. Fort Pierce, FL 34946 i L Job, Truss Truss Type tY Y A0012309 WRCLG1An US - Comer Jack .10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:31 2018 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-Mu9uKp8HdBolGjazNL7v67mQ?Pnt63jkyt_gpMzDzWc 1-0-0 4-11-11 1-0-0 4-11-11 4x6 11 4-11-11 a-11-11 Plate Offsets (X Y)- [2:0-0-12 0-1-12] [5:0-0-0 0-1-12] LOADING (psf) SPACING-- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 4=5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-5 999 240 BCLL 0.0 Rep'Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 10%t, LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connectioni (by others) ofBOTCHORD2x4SPNo.2 truss to bearing plate capable of withstanding 100WEBS2x4SPNo.3 lb uplift at joint(s) 5, 3. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 LOAD CASE(S) oc puriins, except end verticals. Standard 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 = 268/0-3-8 (min.0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = -77(LC 8) 3 = -98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 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=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a ll rleme aaw pk, r?lies tfi"A I19ct SSB'iEEIECbRIM: TURS8[taticiS(iSIJMS"r(19', r;r1Ga'4;MEp" Inm. firth ;ipi pwiaelm ail rteim. aces lass deg 3 titIlI irelk Hall I.T.hi!, rL ldareut Sl?ipia,e tis. them ow.iu dole/ w4iT§P,wq lhfIkc—ail shall It esdfia WON kwi4. psilrns Uffip6krh a?,Too reF?endswrct"".a Mpd?431tidfwlN iE(?spwSIiINE It lit iKrkti Pl.!f hplaNithrTD(I torvold 1?ilTit t?fila nvaput WILaroannws,fdl40ty Anthony T. Tombo ITT, P.E. rd istd nisi S 4'm Mlil§tt px iklm d:ie7 p. of Owuisiaia fie ait ae fella Ue p arx.;wrtn dtie lR(!?IS: wl k:4m id{n hf cS rKt'hiag dat aoo 0 w. hell s ola. irt", I wksi'm§. sa;rgf ItIloliw wi kite§ Ml re 1, r'spus.i.:kd <-80083 yp aer iue Oegx is [ea'inc. .: w.es.eanRae NO rd l9 p?o]iasw!§.Idfifda?aildy (aa sam Sdrn laa fn ttN /4lisha tp T?I mI1H4 n?;old cu5f §tmal idau iRlk ws:lr:rspemid!mes we b'ixtiltts: D?upr,l tss ks Eagxa ai Trtss Mzadr.'s, west 4451 St. Lucie Blvd. l v. (Clayruidipw 2016A- 1l oat fiiNi- AnillidlpiT `eiraf Tesrodction offshrummn p Ofs}in 1 S{rf'a[apfiwphout the llfaptiolif T_,poxi-) RofTrus y s Fort Pierce, FL 334946 opjpir5l @1 P916 Ad feat Gasses Anikuay I. Tom'o Ill P.E. Reproduction uhkis document, is oaf loan n ploh,5ded without the written prlmn pan hrom A-) Raul Trusses - Anthony T. iambo III, P.E. Job Truss Type Qty Ply A0012310 WRCI-GIAE9 E01 Half Hip Girder 1 1I Job Reference (optional) u„ s„ d Fier , r-L , 946, de5igri@a1imss.com Hun: rs.uu s Nov 12 2E71 / Pnnt: 6.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:32 2018 Pagge 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-g4jGY99wOVwcut99x2e8fKJdyp7arQPMkNMpzDz%b 1-0-0 3-0-0 8-8-0 1-0-0 3-0-0 5-8-0 2x4 = 1,12 4x4 = 1.5x4 II 11 3x4 = m dAO LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB. 0.42 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/-rP12014 Matnx-MP Weight: 39 lb FT = 10% 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 8-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 462/0-8-0 (min. 0-1-8) 11 = 377/0-3-8 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 = 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/506, 3-12=-670/484, 12-13=-670/484,4-13=-670/484 BOT CHORD 2-6=-477/663 WEBS 4-6=-347/460, 4-11=426/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297, 11=259. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=41(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) Gedy 11-1lw,ylh re n.F.'A l loct liesi2 ifIlErtblliu: TENTSa Oiallcls(JSIJVW W,;,,E11ciY'-M"PEl-i Ina. ll-41,siptetadrn 4reel em wtaslr,,E 3,slp],.iyjitz,eren,,le.wr1.Exe,iil,rEUdnsolMnise 004w14TErkiell ills weerolpresldlM,sNMIMi1Dnw.din 171-1 D0P 1-0— (u, Sp' tMEecoe:;tiudwtry iCDrepes,d,It—a;edmpdslwdy,t eerywsilnttltNen. 14 k1: I. EbeltodreteIDDail.9.I I. ;ki!spmseapiresl ut<dn.,s.ndllaf dAnihOnyT.oIIe,?, E. ads ns To- Mldletp"tle y 1l,lin d N-9 ill N.,0w, w pit rtk Wfn Des1 „a`x: W d is RE to[K nit he l lst f ered dK1ley:n dtM,Do ne e. held s dro xu:lran Wo+mrge filletin dk"m sad. h+1G pass: .:ryd Tomb Tornb IMF-e: t7.:ene, tM[dm rM.d.80083 waEll x:Ilk TDDnllapauas.1 tausdIt! 11e1c WM sorry l#arNn.KN tu"W'l r9 aN SKA "t :'rlesd kt P.m PEI nitrinxr;a.pasu:r,Ea.Ol:_sa!k..1.EED<sfpx lnsa,:Fupanndr,e.,Made.:::l,wkr, 4451 St Lucie Blvd. d'tewiatAieti tye.e9al teed wel+eritiy It dl prrt:n lxd,H roe in<.s! n,>liree:,IVIw".eedfal Des:pr,xie.E syr..s ga:mca7 i.i18y. 1D cgwr'F;e as ae os idaN i, Etl1. eppighl 02DId A I Roof Nsses- Anthony 1. Tombs III, P.E. Reproduction of this document, in any form, is prohibited without flit wdtlen permission ham A-1 Roof Trusses Aathonr 1. Tomb III, P.E. fort Pere, ci 34946 o cussTruss Type Qty y WRCLGIAE3 F03 HIP GIRDER PlA0012311 1 L Job Reference (optional) N i moor i rus5e5, run murex, rL a Vy 0, ue5oyn e i uusscum A-0-0 5-6-0 10-6-9 znn71FT Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46,33 2018 Page 1 ID:hA3xRN7kH8GY_sQ§evncy2zOBnp-IHGflVAY9p2TW1 kMUm9NCYrggDMParV1 PBTxuFzDzWa 15 5-7 20-6-0 26-0-0 27-0-4 4-10-13 5-6-0 1-0- Dead Load Defl. = 7/16 in aoAIT 6 1d 27 28 " N1130 31 to 32 33 ' 3x6 = 1.5x4 11 500 MT20HS 4x4 = 1.5x4 11 3x6 = 3x10 = Oi3,-4 5-6-0 10-6-9 15-5-7 20-6 0 25-8-12 2f-Q-0 0 3 4 l 5-2-12 5-0-9 4-10-13 5-0-9 5-2-12 013-4 Plate Offsets (X Y}- [3:0-5-8 0-2-12] [6:0-5-8 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL)', 0.84 10-12 >369 360 MT20 . 244/190 TCDL 10.0 LumberlDOL 1.25 BC 0.80 Vert(CT) 0.8910-12 >350 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horc(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 218 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. REACTIONS. (lb/size) 2 = 1881/0-3-8 (min.0-1-8) 7 = 187510-3-8 (min.0-1-8) Max Horz 2 = 28(LC 23) Max Uplift 2 = 1310(LC 4) - 7 = 1306(LC 5) Max Grav 2 - = 1881(LC 1) 7 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP,CHORD 2-3=-6505/4497, 3-20=-9038/6284, 20-21=-9038/6284, 4-21=-9038/6284, 4-22=-9038/6284, 22-23=-9038/6284, 23-24=-9038/6284, 5-24=-9038/6284, 5-25=-9016/6268, 25-26=-9016/6268, 6-26=-9016/6268,6-7=-6478/4478 BOT CHORD 2-13=-4333/6279, 13-27=-4359/6309, 27-28=4359/6309, 12-28=-4359/6309, 12-29=-6210/9016, 11-29=-6210/9016,. 11-30=-6210/9016, 30-31=-6210/9016, 10-31=-6210/9016, 10-32=-4312/6283, 32-33=4312/6283, 9-33=4312/6283, 7-9=4287/6253 WEBS 3-13=-243/391, 3-12=-1991/2928, 4-12=-540/328, 5-10=-544/328, 6-10=-1995/2932, 6-9=-240/388 NOTES- 1) 2-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. , Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all. plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (37second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 - 5) Provide adequate drainage to prevent water ' ponding. 6) All plates are MT20 plates unless otherwise, indicated. 7) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1310, 7=1306. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 235 lb up at 5-6-0, 79 lb down and 98 lb up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 791b down and 98 lb up at 11-6-12,'79 lb down and 98 lb up at 12-5-4, 79 lb down and 98 Ib up at 14-5-4, 79 lb down and 98 lb up at 16-5-4, and 79 lb down and 98 lb up at 18-5=4, and 234.lb down and 235 lb up at 20-6-0 on top chord, and 138 lb down and 197 lb up at 5-6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and 82 lb up at 9-6-12, 58 lb down and 82 lb up at 11-6-12, 58 lb down and 82 lb up at 12-5-4, 58 lb downand 82 lb up at .14-5-4, 58 lb down and 82 lb up at 16-5-4, and 58 lb down and 82 lb up at 18-5-4, and 138 lb down and 197 lb up at 20-5-4 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 Increase=1.25 Uniform Loads (plf) • Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-187(B)6=-187(B)13=-.129(B) 9=-129(B) 20=-79(B) 21=-79(B) 22=-79(B) 23=-79(B)24=-79(8)25=-79(B)26=-79(B) 27=-53(B) 28=-53(B) 29=-53(B) 30=-53(B) 31=-53(B) 32=-53(B)33=-53(B) udq Nbtse 14rtyNr rwi?•fx'41IDC-11!SS3I irttEl"46EN:14(films 8(r N:niICNt (dclM irl ;...rNC%,.i,%ENi trim,debksiP iptoelm od led Idn al Nd,its:D ok viy ir4?Id nu ldlwd 1. dmrN>", rf telnfuf Sln x'l,eese. Dd:s: olMvise dddntlf iDD, wip Ndtfltllf. EMr Ni't sill.o:dfn At rDD to be roBi. 45 ofrn3 Drup Elpeftr elt Sp',OlElaet?f. q?.0 if tq T[I PI.MSuora"t,dllt tfit?SSlud Irps I1F Inp-lirtf.,. Ib lfii <e ltf SlfiFl.iSSi?P':Id tR Ilk 1DD 811 4dt11?i. 4?{ p pte,l r 'nn .,S nnuri An'h iiy T. Tomba .Ii, P.E.• d d>astrtss4ai Wldil(is lk esptsiNlihd;el rRt O+zistxa dfped at lk ld16w Des ne•,+hf:fd ddAe lt(,'se'!(a/ge bra Es:Iss Wf«di?:i. `If Qgf ltk iDD admfifti4sfdhe inss. uJ 6a ladarl. s'<:q shlla ekn;sa rid ae ne µaui .hd - £80083 e IkE xi.9es lae oe [a IM. Alf-s,nut b& TE11.1b, F0111odpiglasdo Win (efP mSony l»rnfna i(Sf, tdlisintq 14.4 SN4 m;d!f xu p-1 pd ltll kiwi t?.esteusif!:nes We." DOPer lfs.h_g uj- al rft.. YsrdM.xd, a:er tx iudd+Id! o.e9•m fdfPt I.fn lfal d nerr.uDe,tP, acd t.ua D ,:,. if ar5d18 ulf dkosufe ddudnnll. •4451 St. Lucie 3494 y - q ruses .. Anthony Tomb 111, onteef ; 1 form, orci prohibited without Fort Pierce, FL 34946 appri9ht 1016 A 1 iettimsset Anthony i. iomlo lll, P.I. Reproduction of this document, in otytorm,is prodi6ited%iMc%t tht.'ritteo permission from A-1 Raal iresses- Anthony T. tom6o 111, P.E. - Job Truss russ Type ty y WRCLGIAE9 F04 Hip 1 1 A0012312 J.:bRefee.. Al 0— 1-- o tional 1-0-Q 7-6-0 1-0-0 7-6-0 3.00 12 5x10 MT20HS-- 3 I D: hA3xRN 7kH'86Y_sQsevncy2zOBnp-mTq 1 zrA 13-0-0 18-6-n 1.5x4 II 4 5x10 MT20HS= S es, Inc. I ue May Z2 11:46:34 2018 Pagg@ 1 3JY2TgcklOt?cjwJJ UAerOUQhzDzWZ 6-0-0 7-0- 7-6-0 1-0- Dead Load Defl. = 1/4 in 9 0 3x8 = 1.5x4 II 4x4 = 1.5x4 II 3x8 = 3x8 = 7-6-0 13-0-0 0 L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.25 10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.51 10 617 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.11 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.59 10 532 240 LUMBER - TOP CHORD 2x4 SP M 30 BOB CHORD 2x4 SP M 30 2) Wind: ASCE 7-10; Vult=150mph (3-second WEBS 2x4 SP No.3 gust) Vasd=116mph; TCDL=5.Opsf; BRACING- BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., TOP CHORD GCpi=0.18; MWFRS (envelope) and C-C Structural wood sheathing directly applied or 3-4-3 Exterior(2) zone; cantilever left and right exposed oc purlins. end vertical left exposed; porch left and right BOT CHORD exposed;C-C for members and forces & MWFRS Rigid ceiling directly applied or 2-11-15 oc bracing. for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and 3) Provide adequate drainage to prevent water required cross bracing be installed during truss ponding. erection, in accordance with Stabilizer 4) All plates are MT20 plates unless otherwiseInstallationguide. indicated. REACTIONS. (lb/size) 5) This truss has been designed for a 10.0 psf 2 = bottom chord live load nonconcurrent with any1100/0-3-8 (min. 0-1-8) other live loads. 6 = 1100/0-3-8 (min. 0-1-8) 6) " This truss has been designed for a live load Max Horz of 20.Opsf on the bottom chord in all areas where2 = 34(LC 8) Max Uplift a rectangle 3-6-0 tall by 2-0-0 wide will fit between 2 = the bottom chord and any other members. 730(LC 8) 7) Provide mechanical connection (by others) of6 _-730(LC 9) truss to bearing plate capable of withstanding 100MaxGrav lb uplift at joint(s) except (jt=lb) 2=730, 6=730. 2 = 1100(LC 1) 6 = 1100(LC 1) FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less Standard except when shown. TOP CHORD 2-3=-3142/4437, 3-4=-3575/5084, 4-5=-3575/5084, 5-6=-3142/4437 BOT CHORD 2-11=-4207/3015, 10-11=-4242/3030, 9-10=4250/3030, 8-9=-4250/3030, 6-8=-4216/3015 WEBS 3-11=-457/295, 3-10=-739/782, 5-10=-739/782, 5-8=-457/295, 4-10=-346/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 7 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 Ib FT = 10% an" thr:e liongd.mire Ae'i-t i00E n2Si8 E'ifttECl&W:U:I:INSd(?ltill(It(ici:iky g1E1';'.;ClC&n;SdEN'tns. milt dp taendnsed red ednsfdslevOr.p0.niqjlr4;es Ihldbuy1. lszuili,y.f. tdsear Ren bere ess. Ildesedbr<ritt dddwtle iDO,ah dildcwrvrjde iullf- elM de T)D is se.d-11a— kip Eow;i.e<s<eBeEdee onsde w ilreseds er. xammee d N Pohs dge.he A 11m :er ne lesin r," de sz7e 1. slynd ee rie TDO colt .der iel.l. t& Hip nvnpen_ 1w.n mil Wlin'ry e:d ,ed6slzssh 4 Iln sder r lilind.elve dxO+xlse r rl,ede.Iktdlliee0sireer,a'semhddfuiR(9 :(mltl l 'I,+Ia:elt It3l het,ne dth.00edenoell sedheins,,mJfunbad,u0sn;ge,nshlidluuekrr:r,bsLieIL esPasi) Ird Anthony T. Tembo IT*,, P.E. 0 IM4-e•0<syaeealxe'rm,.Rcq:e,e,an;elkiDDaailaePaiire;adPiL•lirsdneiigq(rsymdSdenhraenut(APkftMnfilIMSIGnr;eluexr,ta u'pdmralrteeirs,3rres <-80083 p pns.I,eieseK alizs d!l.Lrss Oesiper,l vs. )e (.np-al lns.WMe Rd nrss 4451 St. Lucie Blvd. e3K•uldieK!(aJs•ed eprd rneie uMiq It dl pr::n iee<Feei iae lrrsscsa,gmeer-sGt:e6oAol Cesgaer, erles Ssrexcgieeerraj 5;19q. An,q:oog4 w. me e, ddW iu IN 1. Fort Pierce, St. Lucie Blvd. Copyrightht(112016 A -I hoof Cusses-Anihon T. Tomb III, P.E. to roduction of this document, in ea forPY?I y p y m,isprohihdedxlthctdthe rin ptrmissionhamA-I Roof Trusses - AothoneT.iomholA, P. 34946 E. i Job 1 runs I ype Qtyply A0012313 WRCLG1AE91' FOS Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com , Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov12 2017 MiTek Industries, Inc. Tue May 22 11:46:34 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-mTg l zrAAw6AK7BJY2TgcklOticgwJ M EAerDUQhzDzWZ r1 7-0-13 9-6-0 16-6-0 18-11-3 26-0-0 27-0-P r1-OO 7-0-13 2-5-3 7-0-0 2-5-3 7-0-13 1-0- 5x10 MT20H5= 3.00 12 4- 500 MT20HS= 5 1 rrA i Dead Load Defl. = 5/16 in 11 10 ` J 3x8 = 3x8 = 4x4 = 3x4 = 3x8 = 16-6-0 Plate Offsets (X Y)— 4:0-5-0 0-2-4] [5:0-5-0 0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 - . Plate Grip DOL 1.25 ' TC .0.83 Vert(LL) 0.70 9-17 448 240 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.49 9-17 631 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) -0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 3) Provide adequate drainage to prevent waterBOTCHORD2x4SPM30 ponding. WEBS 2x4 SP No.3 4) All plates are MT20 plates unless otherwiseBRACING- indicated. TOP CHORD 5) This truss, has been designed for a.10.0 psf Structural wood sheathing directly applied or 3-6-10 bottom chord live load nonconcurrent with any oc puffins. other live loads. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6) '. This truss has been designed for a live load of 20.0psf on the bottom chord in all, areas where MiTek recommends that Stabilizers and a rectangle 3-6-0 tall by 2-0-0 wide will fit between required cross bracing be installed during truss the bottom chord and any other members. erection, in accordance with Stabilizer 7) Provide mechanical connection (by others) of Installation guide. truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 2=72.1, 7=721. REACTIONS. (lb/size) 2 = 1100/0-3-8' (min. 0-1-8) 7 = 1100/0-3-8 (min. 0-1-8) LOAD CASE(S) Max Horz Standard 2 = 42(LC 13). Max Uplift 2 =-721(LC 8) 7 =-721(LC 9) Max Grav 2 = 1100(LC 1) 7 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3149/4421, 34=-2777/4035, 4-5=-2694/3965,5-6=-2777/4034, 6-7=-3148/4421 BOT CHORD 2-11=4210/3032, 10-11=-3786/2694, 9-10=-3786/2694, 7-9=4220/3032 WEBS 3-11 =-435/570, 4-11 =-777/448, 5-9=-778/448, 6-9=435/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left 2 - PLATES GRIP MT20 244/190_ MT20HS 187/143 Weight: 107 lb FT = 10% A L--", W-q 11-11Are pd, rt,nw be'A I IXTi1SSESj SIRREra DEXEM TURS B [ P"1t1c9s I.a. inAf dtvg I."el., W ,A'An . tk; I!,I! !Rkl ai lkt Witty : iprla :, IT Idoexe Sln? antte ae. Wess dlerrist s dd tet4 TDD,aY AUT .. wvros ihd" seddu MIDDlaoe 44. As elms hup Etgner .SttllV b-Wi,1e1d.—TDDsepeseds Fe mayu@:ed M XrdnaMci eti !.p4 ,kliry tr M Wre. ne sane Nis ddnehr tie TOO a 1, Werl?N. ka ,irsm-plus. hazy altatts,mtdey Anthony T. Tombo I11, P.E. rd ; 1*ATNssYrtgRildnlSM by 0y01,9-cMD.uisrda@ neyDda?lie trill FDes1."a[nhddlxlR:,!!!;»IbeRtnla(nfAtu3Th-1 lep7?F 'dlh DO daub It sedheins.ul AXr',:d:M}SR:IIF fttllpNlnlGrti[aild^2nd.t.eAi hd - u 80083 MEf: eay@nx.ta[tnM. zu:es,a,ritMTDDnilRfraclfNsudpolesdn aasycoc atdstlafrnraean R'A;NRiskes,T9mis6[Atrr•d:t ,Sugtntdaau R.Ikax,dz,e.pnsi.eessidSsti-in:Daiyter,les.k-:¢E ynennlrnssMaMt^«tea.er, 4451 St. Lucie Blvd. Flr: ulditAlra tdNd egad tyanrrDiq if dlrr:ts lxunl. rn Tnu v;a.agNeu:s XGTMtaiidal ks gaa,xi. sSfrexEagitearaf S.Xdi>{. lll ea i'f &rasaFxlelNNia Rti , Fort Pierce, FL 34946 Coppight D 2016 A -I loot L•usses - Amh@ny t. lamb@ III. P.E. leproduaion of document, in any form, is prohibited withcul The .rrilsen permission hour A -I Roof Trusses - Whonv i. Tourbo lll, P.f. I Job Truss cuss ype Qty y WRCLGIAE9 FG01 FLAT GIRDER 1 3 Job Reference (optional) A0012314 w, • -.. ,ry„tea rnw,.wrn Run: a. i2v s Nov 12 201 r ennr. 8.12u s NOV 12 201 r MI I ek Industnes, Inc. Tue May 22 11:46:35 2018 Pagel I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-EfOPABBohQ I BILukcBCrHzw?vO4T2h2JsVy 1 z7zDz WY3-4-2 6-4-7 9-4-12 11-9-11 14-1%0 17-1%6 21-2-8 3 4-2 3-0-5 3-0-5 2-4-14 3-0-6 3-0-6 3-4-2 Dead Load Dell. = 9/16 in x6 5x4 11 4x8 = 1.5x4 11 1.5x4 11 4x8 = 4x = 1.5x 11 6x6 2 3 4 5 6 7 8 1 e ` 18 17 29 30 16 15 31 1432 13 33 34 35 12 36 11 37 38 10 4x4 11 6x10 = 5x10 MT20HS= 4x4 = 4x4 = 2x4 11 6x10 = 4x4 11 2x4 II 3-2-14 6-4-7 9-4-12 11-9-11 14-1%0 11-10 21-2-8 3-2-14 3-1-9 3-0-5 2-4-14 3-0-6 317-1-10 3-2-14 Plate Offsets (X Y)-- [7,0-2-0,Edge] LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.96 BC 0.64 WB 0.75 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 0.27 13-14 0.83 13-14 0.06 10 I/deft 919 302 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 341 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 3784/0-7-4 (min. 0-1-8) 10 = 3780/0-7-4 (min. 0-1-8) Max Horz 18 = 48(LC 6) Max Uplift 18 = 23(LC 4) 10 = 29(LC 5) Max Grav 18 = 3784(LC 1) 10 = 3780(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3177/77, 1-19=-8621A 19-20=-8621 /0, 2-20=-8621 /0, 2-21=-8621 /0, 3-21=-8621 /0, 3-22=-17876/0, 22-23=- 17876/0, 4-23=-17876/0, 4-24=-17876/0, 5-24=-17876/0, 5-25=-17876/0, 25-26=-17876/0,6- 26=-17876/0, 6-7=-8611 /0, 7- 8=-8611 /0, 8-27=-8611/0, 27- 28=-861 1 /0, 9-28=-8611/0, 9- 10=-3175/83 BOT CHORD 18-29=0/ 1026, 29- 30=0/1026, 17-30=0/1026, 16- 17=0/15918, 15-16=0/1 5918, 15-31 =0/1 5918, 31-32=0/15918, 14- 32=0/15918, 14-33=0/17876, 13- 33=0/17876, 13-34=0/15936, 34- 35=0/15936, 12-35=0/15936,12- 36=0/15936, 11 -36=0/1 5936, 11-37=0/1026, 37-38=0/1026, 10- 38=0/1026 WEBS 1-17=0/7931, 2- 17=-710/0, 3-17=-7640/0, 3- 15=0/584, 3-14=0/2070, 4- 14=-872/0, 5-13=-871/0, 6- 13=0/2049, 6-12=0/581, 6- 11=-7668/0, 8-11=-695/0, 9- 11=0/7922 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( B), unless otherwise indicated. 3) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5. Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This thus 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) 18, 10. 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 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 lb up at 3- 0-0, 208 lb down and 69 lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7- 4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18- 2-8, and 129 lb down and 85 lb up at 20-2-8, and 428 lb down and 255 lb up at 20-11-12 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0- 0, 9 lb down at 5-0-0, 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9 lb down at 10-7-4, 9 lb down at 12-2- 8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 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=1.00, Plate Increase= 1.00 Uniform Loads (pin Vert: 1- 9=-185, 10- 18=-20 Concentrated Loads (lb) Vert: 1= 428 7=-208 9=428 16=-9(B) 19=-129 20=-134 21=-208 22=- 282 23=-282 24=-282 25=-282 26=-282 27=- 134 28=-129 29=-10(B) 30=-9(B) 31=-9( B) 32=-9(B) 33=-9(B)34=-9(B) 35=-9(B) 36=-9( B) 37=-9(B)38=-10(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 9=-205, 10- 18=-20 Concentrated Loads (lb) Vert: 1=- 366 7=-181 9=-366 16=-8(B) 19=-109 20=-116 21=-181 22=- 246 23=-246 24=-246 25=-246 26=-246 27=- 116 28=-109 29=-8(B) 30=-8(B) 31=-8( B) 32=-8(B) 33=-8(B)34=-8(B) 35=-8(B)36=-8( B) 37=-8(B)38=-8(B) 14) Dead: Lumber Increase=0. 90, Plate wVFRS intanded usa of this tntss_ raaac-v.av rrF. nn:Fm-v.a ie:dq rhue harryHr min Ik'A I iJDE fiLKs3 AttECh rzrEea( RtNs t CJF;diIGS (7SiJxj 6t19`;';rrCl'E;<,MENi Mr:. ierAp 4dp iaFndms and red Rd>s x Ids inns ie:'g i:rriy Ifr: Rg dF lr6arl. Iuim iit, rE Idaex! S!m xhre m!. Dd!se dhnisr stdd a @! rDD, aj aDI. tFlxNr F%h 51di4 ofMt6e i)Dax d'1 es eirxsD jF fFyxx!i Fmrldlr iwae+;.:5!ndno.Iga •epesMt rFu m;e Ache pd siRFq ea RF• a yasldliry hr ne enhn&Rfs Fr'1!t F•I nd lR 1lt iDD alt mdtl l0.l, !,sip np ..IFaxlcao4 e. sVW,Iry An*pony T. Tombo TIT, R.E. ry aJ s dti I. ,sSWshe"" blitz dye Ox he D' Fdrorard"d hrt lli lDes (ee. b roe hRhd d IV Its, VlK.1 th I'm lem nae al l?I, ie'"" dth DD W till s dhe nx 'n:l alad'. the rye, hllf zee Errth3 nd YYe teasi'hd he « 8t)tD83 0 Hr 5!sgx m([f.lM:. z..as„r,a Rdx iDD FFir Kuhn.mag: !-0 sdh tify(enHnm Sdehi mrncaa IXSI PFlI ste3 h}r?I ae St[,1 rt.,dery aha rrxinl attar,rP.Im7m,h!n;pH;so:yet and ariett-LNIs hmper,ln, MIF span and rl.sNAMm!e..l,. lt.rxadh rF mmm! edrpF! m h+dl Fdu im !eiuetntsD! , uer„teI" rdd i y; y 4451 St. Lucie Blvd. r r< rs y P yg.e, Fer,mTr sS ti.n• Fxrrm adld 1Dta'atihrnsaensadhdnRll • Copyright 2016A Iloaf losses- Amhony 1. Tombs III, P.E. Reprodurron of this document, in any form, is prohibited without the written permission from A-1 Roof Trusses- Anthony T. Tombo 16, P.E. Fort Tierce, FL 34946 o Truss Truss Type ty y A0012314 WRCLGIAEJ . FG01 FLAT GIRDER - 1 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) I Standard i Concentrated Loads (lb) Vert: 1=-178 7=-101 9=-178 16=-3(B) 19=-49 20=-63 21=-101 22=-140 23=-140 24=-140 25=-140 26=-140 27=-63 28=-49 29=-3(B) 30=-3(B)31=-3(B) 32=-3(B) 33=-3(B)34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(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=-134, 10-18=-20 Horz: 1-18=31, 9-10=8 Concentrated Loads (lb) j Vert: 1=168 7=41 9=171 19=57 20=42 21=41 d 22=48 23=48 24=48 25=48 26=48 27=42 28=59 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=-134, 10-18=-20 Horz: 1-18=-8, 9-10=-31 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 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=-134, 10-18=-20 Horz: 1-18=24, 9-10=5 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 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 (plo Vert: 1-9=-134; 10-18=-20 Horz: 1-18=-5, 9-10=-24 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:35 2018 Page I D: hA3xRN7kH8GY_sQsevncy2zOBnp-EfOPABBohQI BlLukcBCrHzw?v04T2h2JsVyl z7zDzWY a tredq rinsr llmgMr nrciehe"s I IDG(tiiS{{"'><itfl'ifFt(1!'TFW58(?XiIIILIS(D'._7:1MiaT:l';!(tILA Dr,Y(er lxs. irilr dfsig pfaders eai rM.l,dn wtlis Les:ir'p Aevig(ily,frM, 4haTt.las,D;,l.E. tdny:efl:siish!e e<f. Ddes;,th!+ise dd4„df IDD. ah Wlefc arjre iall>• Ifai&1)Dnxdil.l!rtnsDiptp sxm(Ewce>• setlem(IDD[fpeSedfRMifA iredMr91?SfllifilgJN.1.t(t1ti11111fTIkIfSiWWlkShFlti17(1111t(DDAIIj_1tlt?i-1 tri y rnNnr hd:geaanxs.sndia( Anthony T.TomboI11,P.E. eat sednisi:os h•uetdllnnfk esr,f klihd"u7 hf0 azrsfAae x, Mk!tiefnll,Dest,e'.nix:uhddrult'.,o='S:ItYebdtli •NfeuRsl leq' f dlk DD d,wtll s dnf. ss.ialE'wkmd;q.;nrgf shligiuk,eln:r,,d nehss .ras, nd z 80083 IhE-(e.0fsgxr W[saD,Ca.. a.a sea:htke lDDa Ge rrcNa1.3D.(i,seitl:dnbq(enrwwu1 sden iz>rnenu.av plr:&d It 11Nn1/—d—W. peer. alxe to-1 a7n:2r,esµas,,.nfz€edh'>SMMr.t.rss De4pef,t us; Des npxer w9rm>M n.(e^e':s :rs: : 44515t. Lucie Blvd. ihnnl'e edltFe It O(M.dSU 1peed kpl he vnhq tt 0 pw.:. 1.6"1. The Ilk's Mite Entri ll OCT :nh&fht DYltirrj, T'tes Syn. iker ra mr, edllqFort Pierce, FL 34946 opyrighlCLlT016A- ffodbusses- Anthony 1.comboIII, P.E. Reprodurtianofthis documenl,inany form, is prohibited without the wrirtenpermissionfinal A -I Roof Tresses- Anthony 1.Tnmbofit, P.E. i ii Job Truss toss ype ty y WRCLGIAE9 FG02 FLOOR 1 3 A 21 Job Reference (optional) y„tee , F, d,,.w, Run: o. i [u s Nov 1 [ [ul a runt: a.12u S Nov 12 ZU1 r Ml I ek Induslnes, Inc. Tue May 22 11:46,36 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-isynO W CQSkQ2NVTwAuj4pATBmQNQn6AT59ibVazDz WX 6-12 6-8-4 8-7-8 11-6-0 13-5-4 15-6-12 17-8-4 20-1-8 2-5-4 2-1-8 2-1-8 1-11 4 2-10-8 1-11-4 2-1-8 2-1-8 2-54 3x12 = 1.5x4 11 1 2 4x10 = 3 1.5x4 II 3x4 = 4 5 3x4 = 1.5x4 11 6 7 Dead Load Defl. = 1/4 in 6x8 = 1.5x4 11 3x12 = 8 9 10 3x8 11 4x12 = 7x10 MT20HS= 4x8 = 2x4 11 2x4 11 4x8 = 2x4 11 4x12 = 4x6 11 2-5-9 4-6-12 6-8-4 2-5-9 2-1-3 2-1-8 Plate Offsets (X,Y)— j8:0-3-12 0-3-Oj [12:0-3-4 0- 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 = 4993/0-3-8 (min. 0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3983/0, 1-2=-9654/0, 2-3=-9654/0, 3-4=-22148/0, 4-5=-22148/0, 5-6=-25536/0, 6-7=-22039/0, 7-8=-22039/0, 8-9=-9577/0, 9-10=-9577/0, 10-11=-3915/0 BOT CHORD 19-20=0/1022,18-19=0/18196, 18-21=0/18090, 17-21 =0/1 8090, 17-22=0/ 25536, 16-22=0/25536, 16-23=0/ 25536, 15-23=0/25536, 15-24=0/ 25536, 14-24=0/25536, 14-25=0/ 18188, 13-25=0/18188, 13-26=0/ 1 8068, 12-26=0/1 8068, 12-27=0/ 1080, 11-27=0/1080 WEBS 1-19= 0/ 9378, 3-19=-9336/0, 3-18=0/ 1 587, 3-17=0/4435, 5-17=-4087/ 0, 5-16=0/1491, 6-15=0/ 1543, 6-14=-4205/0, 8-14=0/ 4189, 8-13=0/1 798, 8-12=-9327/ 0, 10-12=0/9231 8-11-12 1 15-6-12 CSI. DEFL. in ( loc) I/defl L/d TC 0.96 Vert(LL) 0.6315-16 376 360 BC 0.78 Vert(CT) 0.8515-16 276 240 WB 0.88 Horz(CT) 0.08 11 n/a n/a Matrix -MS NOTES- 1) 3- ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc, 2x4 - 1 row at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0- 7-0 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 floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d ( 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-64, 845 lb down at 4-6-4, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 lb down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18- 3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. , LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=- 100,11-20=-10 Concentrated Loads (lb) Vert: 20=-848( F) 19=-845(F) 18=-845(F) 21=-845(F) 22=-845(F) 23=-845(F) 24=-845(F) 25=-845(F) 26=-845(F) 27=-845(F) 17-8-4 2-1-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 326 lb FT = 10% ndqneFcellntgHr rniee tk' 1 1 i7Ct fi5i[Sj iftlEt't 6fg;it"f£tNSB(X.gilAhsldS}OMi%1:l';:;1lMCt13.iA1eX IHF.I[:'Ih'dY.ltl etl•tlM lit fFCd 9NK d11YSI'S<S F: G!)lielq,n't;slk AMo yli ar?:,t.E tdneze sl:.i»;Fns. Udn: akrrisF ntlF./•a tle ID@,sah larFxcmemrtez ,i4 tmnengu d(lerrytsoentt(yeet<f. t -tn n>t;.aes•dnurTPB etresentn«napsAnepN!etl Fai -F tentnfilR`nikM:F11ibtsap F1. tljHrt ,ntrml 1paur1.iMi•tpnsrnpiks.N apuanw.smtliltl7 Anthony T.TomboH!,P.E. and sedns T:vs=.4. ul t'I/nit tnr spy.dilin dlzJw.11e C*aFsc:raa Fetvlrlk tnlfitt ges pt•,a' xhd drss lC n:.S; al tlelnn imor dF fxl Thopor a1 dhe 11111 ut x. Win, dne T—.Wn la:ly,%"r. m61dm ne W. sad ss far 0 ne trie i ys: oe (u:•ym. 1.. a] t: xin l&rta aai ne areas s3 1+1 tdn 4ild Qn en sdm, IxemEna KA' dit&eM T?1od SNI n>.:dne aM daaac Ir letvet, lz'.e <` 80083 i' n er t ( p ,p9ie,litf&9d'xb dn..l.yf: f pas, Ies3 Jti gr J liln tl'e rri;i MJAdt^r:v ineti 4451 St. Lucie Blvd. Fnr+nu lditd Eyaetnt aped a»t rriliq lr di)M:Fs inchd. Itelnss C s:a,!mrzeris Gi:a to dyJ e,ignn.,nlr.s Sys.a.gitteio©t heii9q. llit w,Ixk•m ntmdd Niern 1. O (opyrighlD 2016 A -I Roof Trusses- Whony T. Tombo III, P.E Reprodudion of Ibis dorumem, in any form, is prohibled withoul At wrinea permission hom A-1 Roof Trusses- Anthony I. Tombo III, P.E. tart Pierce, FL 34946 L._ I— o cuss cuss Type ty y A0012316 WRCLGIAE9 FL01 Floor 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H 1- 2-6-0 3x10 = 1 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries; Inc. Tue May 22 11:46:37 2018 Page 1 I D:yPU CgGfLZTgtoRCQb7?INaz2jnS-A2 W9bsD2D 1 Yv_e17jbEJ MOORNghi WaRcKpR81 OzDzWW I 1-5 8 30 I °-IA-8 Dead Load Defl. = 3/16 in 3x4 = 3x6 FP= 3x4 = 4x8 = 4 5 6 7 8 9 10 11 0 IM 1 226 o 21190 3x6 = 3x10 = 3x4 3x4 = 302 MT20HS FP-- 4x8 = 3x6 Plate Offsets (X Y}- [1:Edge,0-0-12], [2:0-3-4,Edge], [13:0-3-0,Edgel, LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TIC0.58 TCDL 10.0 Lumber DOL - 1.00 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 5.0 Code FBC2017ITP12014 Matrix-S 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. (Ib/size) 12 = 114610-7-4 (min.0-1-8) 18 = 114610-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 3-4=-3716/0, 4-5=-4908/0, 5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10- 1 2=-2387/0, 2-18=-2396/0, 10-13=0/1717,2-17=0/1712, 9-13=-261/0, 8-13=-1000/0, 4-17=-1003/0,8-15=-95/729, 4-16=-1 511714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other mcanc 21-2-8 21-2-8 5:0-1-8 Edge] [16:0-1-8 Edge] [17:0-3-4,Edge], 19:0-1-8,0-0-12], 21:0-1-8,0-0-12] DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.4516-17 55.9 360 MT20 244/190 Vert(CT) 0.6316-17' 397 240 MT20HS 187/143 Horz(CT) 0.10 12 n/a n/a Weight: 104 Ib FT = 10%F, 10%E I 6'lydq fln;l hwlgNr tl+ievah'11 tw nts.zt-SEturY Ro--14: WAS b[?N IBSS 0951ACKITr', af111 UFAIX-tna. teeny i uj, palms td red ldnetto —kw5-14lECtti the Adsmr T. Tntot e., aE. rl—Shwh -,n! (kits dNnis ddd"*Tbb.m"t - 1111E%<neeuflrlSiedlhlidhr lh T)U tihtdta irilf'95S Utilpflsldrl Sie:ldwb[teY„mesadNb!T[Ip e6rPStelStFff:Fifp;ldaL Ftd?Silttd lFRdP.El.Sfn5111111r 1: 1ltaFSM's'11ESR(FT:Sf linen ll l%T r11(. Y'an Tll-T Ef a'Sltl3Slt0'Itl Ilfftt UlHi1N5.S1aeNl1"r Anthony T. Tembo lei,' P.E. ed as dhishnefor,"tdlaiga th respt.iNloh rf"tN.".tes a—,"lal.d'or 15It g;li d lh Abtat mfila ese d hl Tnss. wean eadrr:g. Srgf nhlldin tee trttl BAP it N. egn and P80083 lh tads, hs gar Al es semis lh TC6M It, mere, td pdMots d fie 4i16g[16f11om Sdeh lar.m.i('/rNiSlee fr9 td suznerd xe.'n gmt. aiaas TI.In nshe;e:pas r+enesaa 4r.:sd'Fzllns Desipa,T nsBr pa Blinn as rrr.sg,M1.^."n.nts, 4451 St. Lucie Blvd. de —Wild Ila:.Tai geFdnwl is mainy di fa;:n rclded nelnssC sa.gilm:s dLl he tauhl6Fsi}ter,n[ti<.IS;.,_ghtaF: arShc9g. zn tq:,.Ys ttas uFmldinanntl. - Fort Pierce, FL 34946 oppijh101016A1Roof Tresses- Whaay1.Tombeell,P.E. ReprodVdion of ibis goroottm, in any form, is prohibited without the writen permission hom A -I Roof Tresses - Anthony T.Tomboell,PA. o Truss Truss ype ty y A0012317 WRCLGIAE9 FL02GE Floor Supported Gable 1 1 2 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:37 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-A2W9bsD2D1Yv_el7jbEJMOOZCgvfWmjcKpR810zDzWW -- 3 4 5 1 T T T 1 i 81 i 10 9 8 7 6 4-1 41 Plate Offsets (X,Y)-- (1:Edge 0-0-12j LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC20171rPI2014 Matrix-R 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 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 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 DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10%F, 10%E tlrtaatP;eaie 3xartiltroA.f.1`113(iUSSIS{SLr^,..%sflit UVISt'00TOK tkTpM ^ltmlj S(nortlow-lrka. rdd: ir:p rY fts W.WNoomfli"ImI#:ipk.Kigr;DOi tad ae1.IicMIE_fLtiiere.e Nett W., x:. E`a.4!i4 L*ik SeetttK i"sD, mh, s! N— etee—*;lh "'Hit n d e tat o-+nh,sea. ase€ vae; e. H a, yr i:n tear a t rereur a,:a erg es; y r q epa,.: g Ns ksy d yi . sl aieee atul^ardl, Wxmi. rua syaK a ,.maxi ram. , a" Anthony T. Tombo tI;, P.E. edra;3rstlx of A:,ia9:; eKezti::ndSe Cwn h..xnesnlm id rgei 'kri. y5e .ufee:rttr end itt ike 1p:roz xsl reiWrot.w.wt Ni.l oareerrla#a18Wm1€ode edgt it sr: urt es uaAiy,sweer u. ei ill aq 1411 e. pe se:pzswil d a. fl Nuq hslpera a...ea x. tp wis iewu ur.,, rd per seai rni cx kt m(r msamn lam is pauas. nwe tte v rl azt .cl;alw iglldptsh :t.y sul:ss M dk i.e s.; .erss tni .etieeu and nu Mnaler er, ess 80083 ztAll ;e aa rl.1. (Masi.p W ya .: if r: Wit ".eirze.:!e n.a ae ip fq n t.; ue Wiliy siprti,e ss s,:lea f3c—d m, i Wy is rer.let,.i 1,.:, ae n eefiae .lr . o, 4451St. LJCI- 81vd. o i ktC HISA-1RaaNmeu, Artkaa I.iamhellLOL Re ohnioodlhisdaameat,faaa-larm,[ fort. pierce, FL 34946 PYt 9 7 p 1 sptodihitrd w iiAaat the weittea peimissinc lrem A l Root lm;tas dathaay 1. Tembo tll: LE. Job Truss Truss Type ty y A0012318 WRCLGIAES, FL03 Floor 4 1 Job Reference (optional) L. A7 Moor I rUSSes, bon vierce, rL igs4o, oeslgn(Q/a it uss.corn 0-1-8 H 2f- -6 . Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May'22 11,46:37 2018 Page 1 I D:yPUCgGR=gtoRCQb7?INaz2jnS-A2 W9bsD2D 1 Yv_e17jbEJM000ZggJ WahcKp W gR810zDzW2-2-4 L- i 1 1-94 _I i01--10 Dead Load Deft. = 3/16 in 3x8 = 3x4 = 3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 II 3x3 = 5x6 = I l9T 26 25 24 23 22 21 20 19 18 17 16 3x6 = 3x8 = 3x12 MT20HS FP_— 300 = 3x8 = 3x3 = 3x6 = Plate Offsets (X,Yy- [1:Edge,0-0-12], [2:0-3-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [10:0-3-0,Edge], [15:0-1-2,Edge], [19:0-3-0,Edge], [20:0-3-8,Edge], 125:0-3-12 Edge] [27:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES,' GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.46 22-23 534 360 MT20 _ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.63 22-23 389 - 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.08 19 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 128 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except` 3) All plates are 1.5x4 MT20 unless otherwiseT1: 2x4 SP 240OF 2.OE(flat) indicated. BOT CHORD 2x4 SP M 30(flat)'*Except` 4) Provide mechanical connection (by others) of B2: 2x4 SP 240OF 2.OE(flat) truss to bearing plate capable of withstanding80 WEBS2x4SPNo.3(flat) lb uplift at joint 15. BRACING- 5) Recommend 2x6 strongbacks, on edge, TOP CHORD spaced at 10-0-0 oc`arid fastened to each truss Structuralwoodsheathingdirectlyappliedor5-7-16 with 3-10d.(0.131" X 3")nails. Strongbacks to be oc purlins, except end verticals. attached to walls at their outer ends or restrained BOT CHORD by. other means. Rigidceilingdirectlyappliedor2-2-0 oc bracing. 6) Gap between inside of top chord bearing and , REACTIONS. ( lb/size) first diagonal or vertical web shall not exceed 15 = 100/0-3-8 (min.0-1-8) 0. 500in. 7) CAUTION, Do not erect truss backwards. 26 = 1095/0-7-4 (min. 0-1-8) 19 = 1581/0-3-8 (min.0-1-8) Max Uplift LOAD CASE(S) 15 = - 80(LC 3) Standard Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1582(LC 9) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3513/0, 3-4=-3513/0, 4- 5=-4604/0, 5-6=-4604/0, 6- 7=-4136/0, 7-8=-3194/0, 8- 9=-3194/0, 9-10=-3194/0, 10- 11=0/614, 11-12=0/611 BOT CHORD 25- 26=0/2061, 24-25=0/4321, 23- 24=0/4321, 22-23=0/4136, 21- 22=0/4136, 20-21=0/4136, 19- 20=011688 WEBS 2- 26=-2279/0, 10-19=-2422/0, 2- 25=011605, 10-20=0/1683, 3- 25=-251 /0, 4-25=-894/0, 7- 20=-1396/0, 4-23=01411, 5- 23=-404/0, 7-21=0/366, 6-22=-359/0, 6723=- 125/855, 12-19=-691/0 NOTES- JnhalanCad flnnr live Inaris haves heen 6' ndq plvKW_r,KIrI x.ynih drslp pni9dns ld Eeded!sutdsiress onto ihrw4jrei.4 Ik laneaf 1. rvraad;f.E.Id— Slur ence ese: 1h9es!dhn+ise94dndai0p.soY - M1iErcn. vriCe, sasll to esdhr ice t3l to ee edit.45a,pm_lti, ttxs Era selldl ie dei6t ule, rdnlPFl ?e!',ta npiu lad!nen;snldnrAnthony TembO lI`,,P.E.xatq.aev wdsednsissnrltftisN uspwliloy dtki .tte 0wmrsata o'g.-A, Witi!oasper: t-, uhd ONW o!r1Vadtlelnd ldq ah Willisla ql a udc6e U9 dew fiell sedne inss 4J %lad F'jf'i'gE rlsnlldlll uelial as9d el r5S'e tEoivnd «80083 ner 4e:0as'tae W(ce M R: x :d wrs lle tutad_rs tradi[e; Esip/1 saiM4ildy(espaed Sden hirn!na;t(Sf,:plliski if i?lad St(1 x!,d xeiha pand?,Aa 1P.Ik'ea.3E.espera a,nes ad d^.s dNal:ns Desipn i.Ess ge: rv:apan a7ln>M<»i rt.!r,aesa 4451 St. LucieBlvd. denu ldiad lyeu9 rd aged atx awdtiq lr dlpMis imeaei ik rnss Cr,sp;pion:soCl C.e 6dlat Ce,ipd,xN!,synaEqu!d dor"dsq. Ante ;t.c4w.u&r%i Egd1011.1- FortPierce, FL 34946 Copyrightd12016AIRoofLusses-Ambonyi.lomboII01. Reproduction of this document, in noy farm, isprohibited without The wfivem permiision hom A4 Roof Trusses Ailhonyl lomboll0f. Job Truss Truss Type WRCLGIAE9 FL04 Floor 0-1-8 Hf 2-6-0 3x6 = tY Y A0012319 2 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:38 2018 Page 1 ID yPUCgGfLZTgtoRCQb7?INaz2jnS-fE4YoCDg_LgmeocJHJIYvbYWzEOXF??rr ZTBiZSzDzWV 1 PI 11 Qr f 1_ 0 i 1-11-8 ; 2_114 0-A-8 I Dead Load Defl. = 1/8 in I 3x4 = 4x4 = 3x4 = 3x6 FP-- 4x8 = 3x3 II 3x6 = 22 21 20 19 18 17 16 15 14 3x6 = 3x8 = 3x8 MT20HS FP_— 4x8 = 3x10 = 3x8 = 4x6 = fl LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 40:0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.39 18-19 >627 360 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.54 18-19 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 15 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' T2: 2x4 SP No.2(flat) 3) All plates are 1.5x4 MT20 unless otherwise BOT CHORD 2x4 SP 240OF 2.0E(flat) 'Except' inindicated. B1: 2x4 SP M 30(flat) Provide mechanical connection (by others) of WEBS 2x4 SP No.3(flat) bearing late capable gtrusstobe9Pgableofwithstanding556 BRACING- lb uplift at joint 14. TOP CHORD 5) Recommend 2x6 strongbacks, on edge, Structural wood sheathing directly applied or 2-2-0 spaced at 10-0-0 oc and fastened to each truss oc purlins, except end verticals. with 3-10d (0.131" X 3") nails. Strongbacks to be BOT CHORD attached to walls at their outer ends or restrained Rigid ceiling directly applied or 2-2-0 oc bracing. by other means. 6) CAUTION, Do not erect truss backwards. REACTIONS. ( lb/size) 22 = 981/0-7-4 (min. 0-1-8) 14 =- 374/0-3-8 (min. 0-1-8) LOAD CASE(S) 15 = 2185/0-3-8 (min. 0-1-8) Standard Max Uplift 14 =- 556(LC 3) Max Grav 22 = 983(LC 3) 14 = 80(LC 4) 15 = 2185(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3023/0, 34=-3023/0, 4- 5=-3624/0, 5-6=-3624/0, 6- 7=-3056/0, 7-8=-1723/0, 8- 9=-1723/0, 9-10=-1723/0, 10- 11=0/2468, 11-12=0/2466 BOT CHORD 21- 22=0/1818, 20-21=0/3591, 19- 20=0/3591, 18-19=0/3056, 17- 18=0/3056, 16-17=0/3056, 14- 15=-1287/0 WEBS 2- 22=-2010/0, 10-15=-2664/0, 2- 21=0/1332, 10-16=0/1944, 4- 21=-628/0, 7-16=-1565/0, 4- 19=-82/251, 5-19=439/0, 7- 17=0/354,12-14=0/1418, 12- 15=-1592/0,6-19=0/1032, 6- 18=486/0 NOTES- 111 Jnhalanr:ari flnnr lives Inaris haves haPn 20- 0- 0-121,f25:0-1-8,0-0-121 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 130 Ib FT = 10%F, 10%E ryM. e Ilnnlll si-m AI IotfTIUSSS;iftlEl"s C¢D'iA TENS dOA.AlI(1sM150, M11 LII(& AUN-1 lnr. T,,dJhuppc adm eb ad edKdld la kip 7rnvy{R,; en tk Adlnal leracD rE td exa%"wie na Pdtssehe. sddd ac&TPD, s'rt NiTF%< taae ar PEOS mot 1e11n 1, TDD to as 144. 41e'ins Desle 1.0—(t sn eDr 6dn ,0. d It o TDB fIFISM n radxa d llt pd snd egnNne y CHID it or ltsp r. Itt 1.01 T. s e A14 It It TDD alf. nder T.-M. '&e Sp nsanpm Id'n (fth"s. wduy Anthony T, Tombo III, P.E. rAsedsosT,rsi,n!Wit" i,ik sr lID.dikly .fhDwxisear a pds heldll eD ,nTu. utendlalM f•S.nitleUaA "tr;d dTail 7ayl:n d It TODWmfidl 11, 0W NIS.nJ qL—J. q''vgt' teltsiae eHf.,S 31b e'-wilhd w 80083 Dnt4aDas;pe. ad L+nrena. Al.a ,aa 'n lk iPD ed liarxt swe pisl esdta plry(arpmsd Sdsnlhratnn tfSr pllislel la T?I r41NA n. dvea Mteann Da:/nr it ik'ira'la nspma.,flesns du esdi.l ss Desipn,l es,kip_atixn aoTnx MaMenyai ass. 4451 St. Lucie Blvd. c'kt:.ise idisd 1pa:avrAd eyed ttaenrrfiylT dl raa:ts nerei. lee lnssD ,a.ynnris lPl Ca tae lrr„per, nT sSYfi•a!ynxrratt lalSy. Alirn wl:a ras arem dd elo Rl1. Fort 1 St. Luci Blvd. opyvighl(07016Ad Roof Trossrs-AnlAany1.Tomb* III, Ff. peprodonionofleisdocument,inanyform,ispmSihBedvrithcartthewritleepermissionhomA-I past Tresses Anthony T.TompoIII, P.E. o cuss russ., ype ty y A0012320 WRCLG1Ae9 FL05 Floor 4 1 Job Reference (optional) Al Kooi trusses, FOR YlerCe, FL i4v4o, aesign(ala-itruss.com 0-1-8 2-6-0 1-6-12 1-3-0 2-3-12 3x4 = 3x3 = 3x3 11 4x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s,Nov 12 2017 MiTek Industries, Inc. Tue May 22 11,46:39 2018 Page 1 - ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-7Qew0YEJkfod EyBVrOGnRp5mpdMA_Uxvn7wF6vzDzW U 1-7-8 0-A-8 Dead Load Defl.,= 3/16 in 3x4 =' 3x6 FP= 3x4 = 3x6 = 23 22 21 20 19 18 17 16 15 14 3x4 = 3x8 = 3x6 FP— 3x4 = 3x8 = 3x6 = 4x8 = 5-11-4 25-9-0 5- 11-4 19-9-12 Plate Offsets (X,Y)— [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], 12:0-2-8,Edge], [15:0-3-0,Edge], [16:0-1-8,Edg'e], 24: 0-1-8 0-0-12] [26:0-1-8 0-0-12] LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.43 15-16 546 360 TCDL 10.0 Lumber DOL ' 1.00 BC 0.97 Vert(CT) -0.61 15-16 384 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) Except' 3) Provide mechanical connection (by. others) of BOTCHORD2x4SPNo.2(flat) truss to bearing plate capable of withstanding 125 B2: 2x4 SP M 30(flat) lb uplift at joint 23. WEBS2x4SPNo.3(flat) 4) Recommend 2x6 strongbacks, on edge, :•. BRACING- spaced at 10-0-0 oc and fastened to each truss TOP CHORD with 3-10d (0.131" X 3") nails. Strongbacks to be Structural wood sheathing directly applied or 6-0-0 attached to walls at their outer ends or restrained oc pudins, except end verticals. by other means. BOTCHORD5) CAUTION, Do not erect truss backwards. Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) LOAD CASE(S) 20 = 1635/0-3-8 (min.0-1-8) Standard 23, = 135/0-7-4 (min.0-1-8) 14 = 1022/0-3-8 (min.0-1-8) Max Uplift 23 =- 125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-318/485, 3-4=0/1021, 4-5=0/1023, 5- 6=-2734/0, 6-7=-2734/0, 7- 8=-3848/0, 8-9=, 3848/0, 9- 10=-3848/0, 10-11=-3260/0, 11- 12=-3260/0 BOT CHORD 22- 23=-485/318, 21-22=-485/318, 20- 21=-485/318, 19-20=0/1210, 18- 19=0/1210, 17-18=0/3848, 16- 17=013848, 15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/ 534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-716/0, 7-18=-1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been 0 26 IM Iq o PLATES GRIP MT20 244/ 190 Weight: 129'lb FT = 10%uF, 10%E cnnsicterP.d frlr this desinn- i%ndq nrse It— Imy'- w P. %11W I1ISSES 'SELtErl 6104 TEN & (e TTIM (BSilxiLnl^, i:[1Gir'Ei.,MEN-her. ixAy imp'oe-qns W red.0?, ribs irev ie c 3-4 (10"ir lEs Adlxr l.IexSn S. t E.leixear 4es ,eu;e se. tldnl dln.ise std!I r He iDD, ry ' 1&TeicwMntae.,ud,.. rel brM lDDmk,dil. he?rns Deslp fnyrn(Icr`ielk Eec,re ;,tie udnrr lDD ge:Msrcmapr;e dtl trd sslyd eqr iei ye sdilui i. tk l!spctlesl eT. si D'nsl en ll. TDD rlr.ida i?41. ke sp msmnbe Id:dowers.I Dddrf Anthony T. Tombo 11, P.E. nd re d 4i,l:rs! 4r en idl/iq is ik resyrsililind147- ee0-,', edr rp,-detnliq Dmili ti•.erime dtk lt(a. it" rldels l iq el Mi. legirne d!IetDD eel ewM1lisdre ms.0 lWrkcd.al saeq stdlpie ed kxr sad: he e grs :nit <80083 tte hdrtp Dn:gne er (en: ee?+e. A: rx,et an atle iDD ed k psdu!rlpld sdd kl/iq (exerm Sdtn lixaefi tLr, pllltkik E°I od Sn,V n. ,d W'np dpi/rie RFI r;r,ea.uprm,: nes rd x.sra.l.rssDesipx,i es, ln:p ugrnrD fus Wrin.^.xn ress - 4451 St. Lucie Blvd. elF iu ldke! It e:ed' xl eDeH epe a vmiq 1. dl WtK irs.td. Tee Tnu ts.p.gieni 1, lEi ".e tdlag Crt4}aer, x l•es Sys^x Eq ew x rr Shcbq. J11!rcw rr x.ns ne m letuel ie tnl. Fort Pierce, FL ' 34946 Copyright 02016 AI Roof busses- Anthony T. Tombo III, P.E. Reproduction of1his document, in onyform, is prohibited without the written permission ham A -I Roof Trusses- Anthony T. Tombo lll, P.E. I q Job russ Iruss ype ty y A0012321 WRCLGIAE9 FL06G FLOOR GIRDER 1 - 1 Job Reference o tional 1 1-3-0 3x3 11 1 24x6 = 1 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:39 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-7QewOYEJkfodEyBVrOGn Rp5nZdSP_agvn7wF6vzDzW U 1-2-4 3x = 4x6 = 3x3 11 3 1 14 1C 43x3= 1 5 14 6 t1 a p• 11 10 9 8 3sr4 = 1 Svd 11 1 Svd 11 't..d — 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 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) 12 = 903/0-6-14 (min.0-1-8) 7 = 896/0-3-8 (min. 0-1-8) Max Grav 12 = 903(LC 1) 7 = 901(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1912/0, 13-14=-1912/0, 3-14=-1912/0, 3-15=-2480/0, 15-16=-2480/0, 4-16=-2480/0, 4-17=-1828/0, 5-17=-1828/0 BOT CHORD 11-12=0/1276, 10-11=0/2480, 9-10=0/2480, 8-9=0/2480, 7-8=0/1175 WEBS 2-12=-1566/0, 2-11=0/812, 3-11=-724/25, 5-7=-1442/0, 5-8=0/804, 4-8=-824/0 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 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 180 lb up at 2-5-4, 135 lb down and 180 lb up at 4-5-4, and 190 lb down and 180 lb up at 6-5-4, and 191 lb down and 174 lb up at 8-5-4 on top chord. The design/selection of such nnnectinn dpwica(sl is tha rPcnnnsihility of nthars- 4x6 = 9-5-4 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TIC 0.60 Vert(LL) 0.07 10 999 360 MT20 244/190 BC 0.64 Vert(CT) 0.09 10 999 240 WB 0.39 Horz(CT) 0.02 7 n/a n/a Matrix-S Weight: 53 lb FT = 10%F, 10%E Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-116 edq @Rau tkrydt rnir, Me •k.l {7GE iiIISSB('i[t1ECs 6E@Etki !E@xS d (O@YII051 f"eSiDM!'4lR] ;'.'k1L%;EDidEX^ Ixr... ie;A; desip @eeadm nl sKe edas x tas Tres: De!c firviq iiCi.; ed Ik kdkur 1. Iemla s tE. tdeexs Slen:sire ne. Udess rtkr<rise dde/ x tk ID@, ai wi<x ee<m Pide skdM :ei hr t&i)Dux du./!e nDe ip[gere!r Smldn E,dx>r 7: id m1DD eeresedsxa:ria:edlaedu degse•ixnyxuNli%%. ik tesuulN sepe i. se @14 etle iDD xl;, Mni?II. `kee Ip mxnilirn,leee:q dnx..sNdDry ed aie dhii'r,.i m{'If,ue itu Sex Jilin dt@e0 aw Ike@' ss Wy'.H elk e!Ile tdll @Dcsi n.. ft nhd dtu It' Is I'MA l k't:q:rlc ad rRi le Anthony T. Tamba ITT, ?.E. q;r d11 DDxlx.i ll dne s u,l akaAlq.snrq snllpxxek r.nnd xroe e pw,:r:nd g 800830IkE-€uDes n, ix fLa"rin,. klu ux:atle iDDr la eragliasmi @e e.IdesdN ktfimi( exoc Seldr M:erncDa t(re kusk.:kri@I aN R(krr. rdn xel fis esma: ssAxr_IP.lasxsn:ire.proa: tesw5s:iesdK..ies!De:ipx.l ns Ns III ag:un ml ixs,#Aoir er xni ekc rne lefix!!7 ,aN mapeEd ansuvrtuq lidl pn:ss erwrH In lassC,la.qusx, eCi Lk{den@s.trer,x Nis Sss.0hill. if. a; odsq. All ea YT'F 4+ns us'. ddnelbifil. 4451 St. Lucie Blvd. Copyright r4016A1RomtLnsses-AmtbomyLlombollLP.E.Reprodudimoofthis document, inmay form, isprohibited without the vrittenpermission Tom A-1Roof Trusses -AnthonyT.Iombolll,p.f. Fort Pierce, FL 34946 lJob Truss cuss ype Qty Al K001 1 russes, tort F erce, f-L J4}Kb, ceslgnLQ/a itruss.com 1 2 3 4 5 6 Y 3x3 = 7 8 9 10 11 12 13 Tj 0 iSFi... .., w,.}}:t4itik4'4,'.W1CV'ih'.1X i\':'STA^ N}_ i:ry}: v: k. ' :i::i:: 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 16-1-0 16-1-0 Plate Offsets (X Y)-- [1:Edge 0-0-12] [27:0-1-8 0-0-12] 129:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) , n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0' - Rep Stress Incr YES WB • 0.03 Horz(CT) -0.00 14' n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 72 lb FT = 1 O%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied,or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 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 2z6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Na,-Proi!'fa wya!t.fl;?»tEL:t IC)(slUi$f5$`i:r';.:iiifillitPSt CMLLi3 pi:li?iM, tUfi"1:Cf7tf1fR5klT.S'O.po!i<S!6cpatmNe3adlHl blFtro#if?1ru Pr.Ip Rtflep{:UPicd!&'emr 1. riailr t:t?Ntx:$Mtt iFiwi3u. .zt!iiaKw1344s'epast t36,»I7 4, L ., MI':fM fiaNfrotplalt35M l ptfiK:4l5?D: tb }t1GH. Asilrt 'i tis [lpiittf, )pP. 1p19a2I<M!Sld Mtaj111E E:Pa!S Ca aaapMl?a?ax ratt3 Eti tt iNt1'ap tspaa3 :h INl d>SIjt O:Y. SiaplP lY!ipipl'w'lrLe'FZr:6tdv,Mptf lh 1. rt?p25 pE a!;3'fij:M)AOiNp .N:, :e :ilfa Aithony T. Tombo 111, -RE. aw a;ri!ish is 41 pL p i!r µmsw:.M dGeC m tz G+ax'saM .dapeNw { .#p h::rws utie;w'trr kt lIX.4t eta tx ual»biy:kF c+1:%-I. IN appmala!h1:4 ale si nelE e;tattt lms, Ir clop onllnp, siwepe a_Ftiai teE kNnp sadl li ^ai.tlpas¢I;7d 4 80083 ztlie rsApNp Pasipeted.eibral.:llntes sAMn'urp: aN 3i pfntesdpw6xiskds r:€xp (aapietl SdaF Wnac rs.p;tiu?ai..nae!$&t.t.GNtNrl p:ne:fi pitxee ta aa'wts§t•e:pisalL':isi bwstl'.0 r.,!x::paa,,as Ci;ye!tpietu at rassnushexn.r;ts3 4451 St. Lucie Blvd. alit++'st le?vN a!a(xdi;l ep?N.piaw n_s9ry s!psitsimin'k inv Pryth{aee is d:li de 6pUwp Dtsspitt, nss Sntw Eeeixadut pli6p p=tgdil..d2s.atntt6ttfaF Fb". Pierce, FL 34946 s ihlC 7016A-I Real ltesses Amhan Llam6a llt P.t. Reicklimoffitis dvv1eaL Ia le 101m,is pla6lbited Withal the tivgel e!missiae Ila, A I Real lmsset Anlhoa t.lamhalll,P.f. PT 9 Y P -! r F Y o russ cuss ype ty y WRCLGIAE9 FL08 Floor A0012323 Job Reference (optional) a..v!, -nn.o-us rvov !L cU!i Mr!eK maus(nes. Inc. we mayyzz 11:46:402018 Pagel ID:hA3xRN7kH8GY_sosevncy2zOBnp-bdClDuFxVywUr6miPknO_OeyZlhljOD30ngoeLzDZWT - 0-1-8 HI 2-6-0 1-6-0 , 1 2-1-0 — 1-6-0 , O-8 Dead Load Defl. = 1116 in 3x6 = 0 1 2 3x3 = 3x3 = 3x6 = 3 4 5 6 7 n tr atrtr 13 12 11 1n 3x4 = Plate Offsets (X Y)-- j1:Edge 0-0-12) (10:0-2-0 E( 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 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min. 0-1-8) 14 = 867/0-7-4 (min.0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0,2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 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. LOAD CASE(S) Standard 3x6 = 3x6 = 1-0 CSI. DEFL. in (loc) I/deft L/d TC 0.58 Vert(LL) 0.1810-11 999 360 BC 1.00 Vert(CT) 0.2510-11 770 240 WB 0.50 Horz(CT) 0.05 9 n/a n/a Matrix-S 3x6 = PLATES GRIP MT20 244/190 Weight: 81 lb . FT = 10%F, 10%E Kxdq tln:e BaegJ. reeie.tb'IIUGr 8L'SgeS: irrtlCa 6d::KK(IEUBdfOf ilfN4 (7'luMi b119`!.(INOK(:*;;dENi Ixw..re h11Vgebxdx5 W nedaxes-M]!I's De;P h'-q!M,: ere Be IaBx(1. lsxbr rL Idxux q.! lore a NdmAt"-.ise dd-i b Be 1DD, ss%rpiiernxnnrl elMBet..xeee (dCensdymlrr®maIyy(e.IdeNdsaeCgsreel. HMI,a: rrb&e:enbDxsrlailuixry+a4tdr BddeliKIDe:rDeeniardnimlhsee Dreeesxi gtaiaii<.e gmrrnE!agsi ;Ciredesxa<ysed.aiABittxnb( ials deNeqCi .(; B.ea¢e eplatxedddaxSg eCloen,.:gllarDdDx, nxeealln. e.dsI( s4SnIi. I.xalulyiAs4aue;eeoefrAellKbmMprKddtv(SAqxm. d. 11: edqleca!nxxew.wrrk.Kr!egserops a7tt: i elqn(t; udxdc lmaeN 1k1asl7RkulnA1u. th Bs:eM-, sh:pl•vai:se;( eliie,seu( NxEat1uers10a' DBn. lrl,n.d: eRr 1c? irralx. ,;lkees: sI'pesngsamgpbxxsu, leddlA' epss: eNka! broten^e.:x.l4w, eryad; sl 4 nrdlf atercq blfi0n).x BrllerdlEgOmp•, w 06It a 2(a0BeWIMdKl 1qraedtlDD.4 aefll( s d6, 1 lati. W" or. fillenuekxAdbr;s - Anthony T. TOmb011iP.E. 80083 2.451 St. Lucie Blvd. FortPierce, FL 34946 opyright s1016A ItoaKGuzsez-Amhonpl.lomho116P.E. Yeproduliionofthisdocument,inaopgorm,isptohibBedwithoutthtrritleoprrmittiaahomA-IRaoEhotses-Ao honr[.Tolnholll,P.E. 0 Truss Truss T 7WICILG I A6 FL09 Floor Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com k 0-1-8 H 1 2-6-0 ype Q'y Ply A0012324 10 Lb Reference (optional) 1.5x4 11 1.5x4 3x6 1 2 6 If 1 5 Run: 8.120 s Nov 12 2017 Pdnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:41 2018 Page 1 ID:hA3xRN7kH8GY—SOsevncy2zOBnp-3pigREGZGG2KTGLuyRIFWEA7hR1 9STfCFRPMAnzDzWS 1-6-0 2-2-0 1-3- 0 Dead Load Defl. = 1/16 in 1.5x4 11 3x3 3x3 1.5x4 11 3x6 1.5x4 11 3 4 5 6 7 8 W24 i'l 3x4 Plate Offsets (X,Y)— [1:Edqe,0-0-12]j10:0-2-0,Ed 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 FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 855/Mechanical 14 855/0-7-4 (min. 0-1-8) Max Grav 9 855(LC 1) 14 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOTCHORD 13-14=0/1 551, 12-13=0/2707, 11-12_0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=- 1716/0, 2-14=- 1715/0, 7-10=0/1007,2-13=0/1014, 5-10=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 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 13 12 11 10 3x6 1.5x4 11 1.5x4 11 3x6 15-9-8 2-8,Edge], [15:0-1-8,0-0- 21 CS1. DEFL. in (loc) I/defl Ud TIC 0.62 Vert(LL) 0.1812-13 999 360 BC 1.00 Vert(CT) 0.24 12-13 763 240 WB 0.48 Horz(CT) 0.05 9 n/a n/a Matrix-S 9 3x4 PLATES GRIP MT20 244/190 Weight: 79 lb FT 1 O%F, I O%E WWI d—V ;W" 'uh W, A V" 16 ft k 19it 1, , I! ji st"o., inow, Mt "d .1 npm q1-.0 o. V.0.144 4!. sqh 1'.' i"imt 1-5 WI, 1. 111 1. Inip W4" W'twj s.*hly Anthony T. Tombo III, RE, fLqp 10,1 1NwrIfidl 80083 - 10J., D-'ip. .4 50'.1 W" "I W M.A. 4451 St. Lucie Blvd. Fort Plere, FL 34946 apyiillb C 2016 A I Roof Imses Artho.yJAmbollIJ1. lepA.1ion allhis hmmot ig aly lomis pohibited w1houl tht .0to pt,milsioa 110. A I toot Times Anth.flyll. hr000 [it, P.f. 1 * 7 Job Truss s I ype ty 73 Ply A0012325 WRCLGlAEQ FL10 Floors 1 Job Reference (optional) I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:41 2018 Pa; 1 ID:yPUCgGfLZ-rqtoRCQb7?lNaz2jnS-3p]gREGZGG2KTGLuyRIFWEA4BRBwSXdCFRPMAnzDz S 7 6 0-1-8 2-6-0 3x3 11 1.5x4 2 Vvi til 3x3 = Plate Offsets (X,Y)— [1:Edqe,0-0-12j,[6:0-1-8,0-0 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 NO BCDL 5.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 659/0-3-8 (min. 0-1-8) 5 735/0-7-4 (min. 0-1-8) Max Grav 4 659(LC 1) 5 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-299/0 BOTCHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951 /0 NOTES- 1) 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. 2) CAUTION, Do not erect truss backwards. 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=11.00, Plate Increase=1.00 Uniform Loads (plo Vert: 4-5=-1 0, 1-8=-350(F=-250), 3-8=-1 00 4-5-0 d_q_n CS1. DEFL. in loc) I/defl L/d 0:" Vert(LL) 0.00 5 .... 360 BC .3. Vert(CT) 0.05 4-5 >999 240 WB 0-23 Horz(CT) 0.00 4 n/a n/a Matnx-P 3x6 = PLATES GRIP MT20 244/190 Weiqht: 25 lb FT = 1 O%F. I O%E A i. W-4 1W TUSSES SlEifr 610M TEN A 0011clis USMM I... Wet fi.p F-0., W "adnit' N' T!"! ),tp N-11fItt-ini in 10k.fT. Tamnol, P.E. Id.., %.-I bc,,, lid,r ahe.i,, Odd 'n 11,' IDD "If hp-0,M! udn ny TOO r1prnens "Kapact don Fronsamd ni int"AflalfwIn its ON s"I frt5s bpmolndt TDO nil: Witt INF 14dry W'n d im fi.sitt? t 1.4i" ft 14 "'pmNuhf bw Nur. to, Amhony T. Tornho 111, P.E. fal,pr an Win. 11tupr, ts,.'.hd d In Itt'ai? Ir .1 fit two k.44 -no .1 KI. it; — iv W. Tw ni raw yaax,, .1 rdefi.!i 0 at I"Ifiet (talned sent, K,wam.!Ksr' pw'W m T1 W SKA —'rftwiltm r-1pri— z 80083 4451 St. Lucie Blvd. opyrighl V 2016 AA foot Trusses - Anthony 1. Tombo 111, ?.L Reprooludion of this ilocument, in"noy form, is prohibited without the wrineto permission from A I loaf Trusses -Anthony 1. Tomho III, PA. Fort Pierce, FIL 34946 Job, I russ T---ss—Type Ply A0012326 WRCLG1A6 Floor Job Refeeence (optional) 6 - Tue MaAlRoofTrusses, Fort Pierce, FIL 34946, design@altrus!.COM Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indust es, Inc y 22 11 *46,41 2018 Page I ID:hA3xRN7kH8GY sQsevncy2zOBnp-3plgREGZGG2KTGLuyRIFWEAFeRFLSZWCFRPMAnzDzWS 0-1-8 U3 5x6 1-3-0 1-1-0 31 5x4 11 4 5 10 1.5x4 2 Ll I 1.5x4 11 3x3 3x3 4-1 LOADING (psq 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) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 214/0-3-8 (min. 0-1-8) 9 214/0-6-14 (min. 0-1-8) Max Grav 5 214(LC 1) 9 214(LC 1) FORCES. (1b) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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 9 4-1-0 U-4-0 0:0-1-8,0-0-121 CS1. DEFL. in loc). I/defl Ud PLATES GRIP TC 0.12 Vert(LL) 0.02 6 999 360 MT20 244/190 BC 0.10 Vert(CT) 0.03 999 240 WB 0.11 Horz(CT) 0.00 5 n/a n/a Matrix-S Weight: 24 lb FT = 1 O%F, 1 O%E d th si;i, Tics i1trod mi Th TDD ul?! nm PI-Ljb kilt m—pirs. IM:" iiaOrr- simiddri thAnt ony T. Tombo M, P.E. r 80083 W Lti"! A ir, X 4 k. TDD W 14 1whin ad th 1"lliq firopiimm W& W-din ,I(sr, POM j T.M j WAvii M.—d fer pitim pirl— W1 W- *xf,Wrorliiliii, or! ten V. 1 li,ls Dnir. 1w 3,,mi Erg— .1 Ns 4451 St. Lucie Blvd. Fort Pierce, FL 34946 opyrighl C, ?016 AA lodliussts-hilranyT.Tombo 1101 Relifiriluaimoollhis irriument, in any form, isprobibited witlicuttht written pefinissionhmA-1 Roof Ir.sses - Who, 1. Tombe III, P.I. Job T Ss IGABLE I`ius—s type ty Ply WRCLGlAE9 L12GE 2 uri.S.i20s NOV i2 20it Print: U.IZUS NOV 12 ZUI/ Milek industries, Inc. TueMay2211*46:422018 Pagel ID:hA3xRN7kH8GY—sQsevncy2zOBnp-X?J2eaHBlaAB5Qw4W9qU3RjQ?rcuBlyLT59viDzDzWR TAP 3 4 TI 10 12 3T' 3T' 4 Bl- 8 7' 6 5 1 2-8-0 4-1-04-0 1 _6 1-4-0 1-5-0 Plate Offsets (X,Y)-- [I:Edae,0-0-121, [970-1-8,0-0-121, [11:0-1-8, 0-121 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0-03 Horz(CT) 0-00 5 n/a n/a BCDIL 5.0 Code FBC2017rrPI2014 Matrix-R Weight: 20 lb FT = 1 O%F, 1 O%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- TOPCHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard W-4 P n' rat Ic of UW SEUX;, VKUL IM t OWTIM U -I TOM, WE I, litiow"(DW(r is!., 410. 1.. 1-.# P..em I W 'oud .110 on, r-' M,p n,.., or'! M 4e.' T. 1'.ki K. N, khr-0,111ef LWI"; M.' 'TW .*N TO, Nk'_j;hj" 'kit h.dfat![i:Nk'.A imfw 0 out Anthony T. Torribc, Ili, PE W!, Ail;.,Wtt t,9'"T!,i..:T 80083 je.wl kyiif E.g.. .1 -1 11.4ne-'i n' 511 h'if. him is 40' a, W101 D,,ip,,,. 71w syot, fqc., ots togi.j. Ii. rqij jjjtj I,,.- jNj i, 4451 St. Lucie Blvd. apyligH CC 7016A I Rost Trusses of Ihii dofewnt, in any Immirs prohibited -*Aoul tire wF frea Permission from A I Roof Tombo III, Ii.f. For, 'ierre, --L 34946 Job, I ru s I russ I ype 0 ty P'Y A0012328 WRCILGIAE11 HJ2SA Diagonal Hip Girder 2 I Job Reference (optional) Al Koor jr-usses, rort vierce, t-L .54 140, oesign((_vaiu-uss.corn 1-5-0 1-5-0 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11 *46*43 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-?CtRswHpotJ2iZVH4sLjbfGZmFxdwUhViluTFgzDzWQ 3-5-11 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT), -0.01 4-7- 999 240 8CLL 0.0 Rep Stress l6cr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 lb FT 10% LUMBER- TOPCHORD 2x4 SP No.2 6) Hanger(s) or other connection device(s) 1. shall BOTCHORD 2x4 SP No.2. be provided sufficient' to support concentratedBRACING- load(s) 8 lb down and 7. lb up at 1-4-9, and 8 lbTOPCHORD Structural wood sheathing directly applied or 3-5-11 down and 7 lb up at 14-9 on bottom chord. The oc purlins. design/selection of such connection device(s) is BOTCHORD the responsibility of others. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) In the LOAD CASE(S) section, loads applied to It e face of the truss are noted as front (F) or back MiTek recommends that Stabilizers and B). required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. LOAD CASE(S) Standard REACTIONS. (lb/size) 1) Dead + Roof Live (balanced): Lumber 3 80/Mechanical lncrease=1.25, Plate lncrease=1.25 2 243/0-10-15 (min. 0-1-8) Unifdrmll-oads (plo 4 42/Mechanical Vert: 1-3=-60, 4-5=-20 Max Horz Concentrated Loads (lb) 2 78(LC 4) Vert: 8=-7(F=-3, B=-3) Max Uplift 3 -51 (LC 8) 2 -155(LC 4) 4 -1(LC 8) Max Grav 3 80(LC 1) 2 243(LC 1) 4 58(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); 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 Umq 3—ig( Md 0,, id! a-d 41 ?k Do N il,djj. AS. 7 D.jp J,p.' Sj j.ft! EM.!r,, M! .I. "Y m1mynw, . a r. W IeS:p e. ft Ns5 Opmd . 1, TDO It 14. INIL Th' i' P Anthony T. Tornbo III, P.E. OW Miq W k,r;q A01 i, m!!'if.0JoT a V 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 opyright 0 2016 A-1 Roof husses Ando.yI.Tornhoill.P.f. ReptoduEtion of Aii Owumern, in any lom is prohibited without tht written permission how A-1 Roof Truise s - Anthony 1. Tooth 111, 1`1 Job russ Trul In 'Y—] Job WRCLGlAE9 FHJ3SAsHJ3A Diagonal Hip Girder A0012132]9 Al P—f T--- P— Pi— VL w— Reference (optional) K—.8.12ub ov 1z zuii t-nni: 15-1.eus Nov IZ2ulf Welk Industnes, Inc. TueMa(2211:46:432018 Pagel ID:hA3xRN7kH8GY sQsevncy2zOBnp-?CtRswHpotJ2iZVH4sLjbfGYa wcwUhViluTFgzDzWQ 1-5-0 —4-2-3 1-5-0 4-2-3 2x4 = LOADING (Psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 15 Ito FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. 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) 3 100/Mechanical 2 269/0-10-15 (min. 0-1-8) 4 52/Mechanical Max Horz 2 79(LC 4) Max Uplift 3 63(LC 4) 2 196(LC 4) 4 42(LC 5) Max Grav 3 100(LC 1) 2 269(LC 1) 4 72(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=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9, and 49 lb down and 7 lb up at 14-9 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 lncrease=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) u, sp'.0! Em." w on. Anthony T. Tombo 11T, P.E, r 80083 Orr— Mart if, I;llq IM -.Mn if ell tw,;. mo,d Ti, 4.s, Co. Fq .... j jej *,e to! 4451 St. Lucie Blvd. All 1qAd:nd4r-- id.di'TI 1. opytill" C'2016 A-' loot lr"M III, P.f. Reploducion of1his jowmem, in G.yf.rm, is probibiled wilhoul the written permission from A-1 Roof Trusses AI athory 1. Tomho III, F.I. Fort Pierce, I'L 34946 Jok I russ I russ I ype Q ty Ply A001233]0 WRCLGIA99 HJ6E Diagonal Hip Girder 2 Job Reference (optional) 1-50 550 2 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek IndustHes, Inc. Tue My.22 11:46:44 2018 Page 1 ID:hA3xRN7kH8GY-sQsevncy2zOBnp-TORp3GIRZBRvKj4Teasy8soZ 86fxexPeOn6zDzWP 2 12 F1_2 Dead Load Defl. = 3/16 in 3 2 C? 10 31 4 7-8-9 7-4-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOE 1.25 TC O 87 Vert(LL) 0.30 4-9 >309 240 TCDL . 10.0 Lumber DOE 1.25 BC 0.67 Vert(CT) -0.30 4-9 1 > 303 240 BCLL 0.0 1 Rep Stress Incr NO WIB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 6) Hanger(s) or other connection device(s) shall BOT CHORD 2x4 SP No.2 be provided sufficient to support concentratedBRACING- load(s) 43 lb down and 56 lb up at 4,10-15, andTOPCHORD 43 Ib down and 56 lb up at 4-10-15 on top chord, Structural wood sheathing directly applied or 6-0-0 and 23 lb down and 55 lb up at 4-10-15 on oc purlins. BOTCHORD bottom chord. The design/selection of such Rigid ceiling directly applied or 10-0-0'oc bracing- connection device(s) is the responsibility of others. MiTek recommends that Stabilizers and 7) In the LOAD CASE(S) section, loads applied to' required cross bracing be installed during truss, the face of the truss are noted as front (F) or back erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 3 193/Mechanicat Standard 4 104/Mechanical 1) Dead + Roof Live (balanced): Lumber 2 426/0-4-15 (min. 0-1-8) Increas6=11.25, Plate Increase=1.25 Max Horz Uniform Loads (plf) 2 75(LC 4) Vert: 1-3=-60, 4-5=-20 Max Uplift ConcenVated Loads (lb) 3 -11 9(LC 4) Vert: 1 0=-8(F=-4, B=-4) 11 =-1 8(13) 4 -84(LC 4) 2 '302(LC 4) Max Grav 3 '93(LC 1) 4 137(LC 3) 2 426(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.Opsf; BCDL=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left expose& 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 PLATES GRIP MT20 Weight: 25 lb FT 10% vOtkAdjTTwh1.' t.fJd-4w,".-. 4c. 1- Drop fisp-lu, sp.io 3s U.' ., IUD r'Ff.m- -r- ON N il r "' k '.O Ns' mod . Th TDD Wy W. F I I.M..; (wom..' wodr.? Anthony T. Tombo 111, P.E. wo tjin'j is nn d 1. N.", Wliiq Dsll.r,. 1 tlfta 9 6, It',, In 11 W ti, 1.0 Wfiq i Rt Th w-4 1k. !DD,g d 6, T..,,, tj 4q k,4nq' Arq,. 1011di. .1 k.'42 sW m os, d 80083 n' NU hs"!W[."! 1` .1, se 1. 0 TDOW In pislusad 49-0 As k1f.1 (.Psom S9W W-um. Ksr. pt"W 4 M.4 SKA'.fa-d* F.O pj.!. IN ft*i la aw"'P-415 W 61-n el TM mpl- 5'sor nmn .1 4.si 4451 St. Lucie Blvd. da.i. idwa If. [,,otm qW ., 4 .,ifiq If 6 pwo iind d To, Tas, Inil. Eq- is 110;sm WAnal ksip., Ifw St.. E'la .1. my wlttq In 41 '.q "."' ietsmf a T11 1. Fort Pierce, FIL 34946 oppipfm Fu 2016 A-1 kosofliusses-Anthenyl.lomba III, P.I. Inplodudion of this dornment, in Grit form, is plobibiled ithcul tht wifto pelmission Isom AA loof Imsses 1 Job Truss I ruSS I ype Ply 3]1 WRCLGIAE9 HJ7 Diagonal Hip Girder 1 J t2:3 b R fe0e rence loptionall Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:45 2018 Page I ID:hA3xRN7kH8GY—sQsevncy2zOBnp-xa?BHbJ3KVZmytftBHNBh4Lpo2WBOJIoA3NZJYzDzWO 1 9-10-1 1 6 A 4-11-0 4-11-0 9-10-1 4-11-0 Plate Offsets (X,Y)-- [2:Edge,0-0-1] LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1-25 BC 0-55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-11 -1 oc bracing REACTIONS. (lb/size) 5 155/Mechanical 2 468/0-4-9 (min. 0-1-8) 6 323/Mechanical Max Horz 2 169(LC 4) Max Uplift 5 1 13(LC 4) 2 261 (LC 4) 6 106(LC 8) Max Grav 5 155(LC 1 ) 2 468(LC 1 ) 6 323(LC 1 ) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOTCHORD 2-15=-351/697,15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351/697 WEBS 4-8=0/255, 4-7=-749/377 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Thi, tni.,q h;;q heen dpmionprl fnr q in n n.,f 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 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) umn. Pk ti—Iml,,ows? "A I ou rinsts. "Wr 901t TRI45 is Cltofflcks 0515MCol'Tri k(KAMEWIn 1— Yaf hup P.-tns W ,al Ms' Vas Ims 5'*' 3-i'tTIV, Wfl, Agkoay 1 TaW.;' Ft. Id— %'! W.'rl I, uressmth'..", OdIi Dhqp 0 fik, DO W M htll,s, 0 6, T Anthony T Tombo 111, P.E. 1. J.6, kallin"i-tts, i"t'llem wln" sill it 14!';Wil;.iA it i — I.W.100.1-41.ol,l, sf—I& T)DWIm ysslus W rdlials 94, won (taflaustsity 1—in.X11ripthw f In A SAA —d—d* ll PA— IN Most Dn,per'l!s 5":F Eq- .1 Nsl Ili 80083 d-js, ifton kl a wdu.1 It of W. isso"J. In In's O'cip 1"m is VI -,* Ialiri; I.q'st, " Im, stv.!. lill'. st. y i-di'l 0 'IF., I" as MAI Is TPI L 4451 St, Lucie Blvd. L! I Relsfoductiah of this 4mosint, in any form, is pichibited without tht wrinei peralission hom A -I Roof Truswi - Anthony I Toosballi Pf Fort Pierce, FL 34946 7- J ol_ Truss russ I ype Qty: Ply, WRCLG1Alf9 J2A Jack -Open, 9 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946,'design@altruss.COM Run: 8.120 s Nov 12 2017 Print: 8A20 s Nov 12 2017 MiTek Industeies, Inc. Tue May 22 11:46:46 2018 Page I ID:hA3xRN7kH8GY sQsevncy2zOBnp-()nZZUxKi5ohdZlEd_uQDHu5dSz37rRxOj77r?zDZWN 1-0-0 2-6-( 1-0-0 2-6-0 3 a 2 5.00 rl 2 T1 0) 6 4 BI 2x4 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0- 0 CS1. DEFL. in. loc):' I/defl. L/d' PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC, 0. . 10 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC, 0.06 Ve rt(CT), -0:00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 n/a n/a BCDL- 10.0 Code FBC2617fTP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: I lb FT 10% LUMBER- TbPCHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.Z BRACING- LOAD CASE(S) TOPCHORD Standard Structural wood sheathing directly applied or 2-6-0 oc purlins. 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) 3 56/Mechanical 2 170/0-8-0. (min. 0-1-8) 4 29/Mechanical Max Horz 2 65(LC 12) Max Uplift 3 _39(LC 12) 2 -71 (LC 8) Max Grav 3 56(LC 1) 2 170(LC. 1) 4 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. NOTES- 1) Wind: ASCL 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=0A8; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposdd;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.M 2) This truss has been designed for a 10.0 psf bottom chord live load noncoricurrent 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 Woo aarootc s soon te osd fiet now TH to ot tol, 4t t llos Do,tifit fopw ipu, sp.-Idt E.04 d . iii,'100 or ..!-" 10 M Flod"'tond rof—m! oq ifla * too lo,:pv th sioo Triss belief or At MD alf.,Wn WT. Ten Oirp slfmfl- H1:4 toofflots, uoutumr Anthony T.. Tc trsbo JIT, P.E. wit ,, 0 lot Nsi for mot Whit I, too poi,wn! 0 triO.n. Ow C."', iroirli:d ;,A v too Wiliq II t- 4N F.OrA of tit IK! oo! is' oal th WN 1A]" A, eosi KI, Th oep , ,: 0 Ik, W ml .,y fithi or Ik T ,. *J,or, Jtrjq: in. iloi to I. res.4 ofto _q z 80083, 4451 St. Lucie Blvd.' Fort Pierce, FL 3494641 (OpTijbi ej 2016 A_] koof 111.SSM AnIhorty 1. Tombo Ill: P.f. Ripf . odudion of It is documoiit, in any form, is probibiled without the written permission hom A-1 R' not Trusses Ainlitinv T. Tombir Ill, P.I. 0 al russ y.pe It ly WRCL G 1 AE9 J3A ss JacJack -Openpe 1 A0012333 All Roof Tniq— Fort Pi— F:I qAGAr 11-i rs q I Job Reference (optional) t- 9 russ.com Run: 8.120 s Nov 12 2017 Pdint: 8-120 S Nov 12 2017 MiTelk Industries, Inc. Tue May 22 11:46:46 2018 Page I ID:hA3xRN7kH8GY-sQsevncy2zOBnp-QnZZUxKli5ohdZ1 Ed-uQDHu4ySxm7rRxOj77r?zDzWN 1-0-0 3-0-0 0_0 3-0-0 - - - - - - - - - -- LOADING (psf) SPACING- 2-0-0 ' TCLL 20.0 Plate Grip DOL 1.25, TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 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) 3 71/Mechanical 2 188/0-8-0 (min. 0-1-8) 4 37/Mechanical Max Horz 2 67(LC 12) Max Uplift 3 -43(LC 12) 2 -103(LC 8) 4 -31 (LC 9) Max Grav 3 71(LC 1) 2 188(LC 1) 4 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=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; 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. 2x4 - CS1. DEFL. in loc) I/clefl L/d PLATES GRIP TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 BC 0.14 Vert(CT) 0.01 4-7 999 240 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 11 Ib FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 Ity uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard USTA'Kqtr' fit"'. T fi pj-'In' .4 ,A A,, aawl- III: 5-q! 'mflkAum#fI FF.le"" AVIlk 31" Fares AAr '! cli III IN TDD 11 ot,04. AIC—DOI.F.0— uiy TDO mg—t, 1 F 4 thinsah'.."'goul.fliTilk.) kldpr N iwp v., IN sVp Ttcs i;a-1 n ne TDD aill. Wer M-1. N Pip iss,minomr, m%fir t,,arms, jslldill thW 's, 0 all T"i 1.1fin t' th "'1.5iwfo 0 16 c-'s '4* i P 1.1411F 001- .!I d Ili Ili, Is it' Xod 111 Illoi J.j. ' I mod flPf-I. I k' T q, .%!,I,i.t,!Id..ik.5ig l!'r,v.,i!t,,fD. T Ar ony T. Tombo ill1, P.E. Z 80083 if 1 1 Null., I.., 5'-p nli". .14',; V.'O'mu. -s uiACf.NI*1umJ?I1!;!i '04515t All 1— deliad, IN L A451 St. Lucie Blvd. Reposoludisto of this document, in any form, is pralihiled without tht written permission from A -I Roof Trusses -Anthony T. Tomlin III, P.I. Fort P'erce, I'L 34946 Truss Type Qty Ply A0012 jack-ppen 9 Reference (optional) A i Kooi i russes, roR wt;e, 1-0-0 Run. 8-120 s Nov 12_2017 Print: 8.120 s'NoV,.12 2017 MiTek industries, lqcm-e May 22 11:46:47 2018I -hA3xRN7kH8GY sasevncy2zOBnp-uz7xhHKKs6pyPI302JIP Q91sBr lg4dNsgQR7D _s 5-6-0 5-6-0 3.00F12 T1 2 4 B1 3x4 5-6-0 6-3:41, 01 5-2-12 LOADING (psf) SPACING- 2-b-0 CS1. DEFL in (loc): I/defi L/d PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC- 0.55 Vert(LL)' -0.16 4-7 414 .240 MT20 244/190 TCDL 10.'0 Lumber DOL 1.25 BIC - 0.55 Vert(CT), -0.09 4 7 727 240 BCLL, 0.0 Rep Stress Incr YES WB 0 00 Horz(CT) -0.00 2, a n/a BCDL 10.0 Code FBC20171TP120114 Matrix -MP Weight: 18 lb FT 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of BOT CHORD 2x4 SP No.2 truss to bearing plate capable of withstanding 87 BRACING - lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lbTOPCHORD uplift at joint 2. Structural Wood sheathing directly applied or 5-6-0 oc purlins. BOTCHORD LOAD.CASE(S) Rigid ceili ng directly applied or 10-0-0 oc bracing., Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REAL; I lUIN5. (inisize) 3 139/Mechanical 4 73/Mecfianical 2 283/0-3-8 (min. 071-8) Max Horz 2 75(LC 8) Max Uplift 3 87(LC 8) 4 60(LC 8) 2 196(LC 8) Max Grav 3 139(LC 1 4 98(LC 3) 2 283(LC 1) FOKU11:5. (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=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C'Extedor(2) zone; cantilever left and, night 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.clesigned 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 an- other members IN: TMSEW Flut`s Gfka TaKi & (IIIelosmKit , Wa.; wctt_,;"A N I., Y, fiu -W vi,,A a. im tk Adj I, 1,0 il P L lef—s % .1r, -Uda, dw.is, slold .4,1111). q Wild -*F!, , _4A It -ffb UMI, "Id. Al 0- D.J. F.F...'a- S-01 d n oty Map —at, a N ",faO.If ft 001M I1eTRmb-inTkr Tle b, Wqlletlo.s, 1101111 IT, AnIhony T. Tombo P.E: owat to tkil.ffiq unpr, I. :.4fl 0 V. It'L, w I&" ad 5, 1, W 1 1, epput d i IN W t fithl d tat W, dbq kad"A, wot,, mteld"t 'd It., A0 ot, N f - pi,.M Z 80083 4451 St. Lucie Blvd. Fort P'erce, FL, 34946 opylilki 0 2D16 A I knolT,ussts'- Anthony 1. Tombo 111, 1`1 Reproduction of this Jumment, in mmy form, is prohibited without the wtitsen permiss,ion hom Ad loof Irmses AfithorryT.TomboI11,1`1 0 nuss Ss y pe- ty y _ F_ WRCLGlAE9 J7 Jack -Open 1575 T 1 A00123315 A0012335 Al P-f Tn-- r- Pi- PI I—. A ;---- job Refeen. (..ton.11 I q 1 I— IIUV I ZVI I I-11FIL: 0. 1 ZU S 1 10%r iz zuif miieK inaustnes, Inc I ue May 22 11 46,48 2018 Page I ID:hA3xRN7kH8GY—sQsevncy2zOBnp-M9gKvdLydQxLpLNEtPwulizDIGSDbIwEsOcEwtzDZWL T1-0-00 1 17-0-0 — — — — — — — — — — - d- 7-0-0 A 3x6 11 5 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25' TCDL 10.0 Lumber DOL 1.25' BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017f-rP]2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-6-12 oc bracing., REACTIONS. (lb/size) 4 183/Mechanical 2 342/0-3-8 (min. 0-1-8) 5 90/Mechanical Max Horz 2 156(LC 12) Max Uplift 4 -133(LC 12) 2 -92(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. TOPCHORD 2-3=-517/26 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=O. 18; MWIFIRS 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 nom to h,-.,qrinn rilatp r_qnqhIP. nf with-qtqn(lino 133 Ih CS1. DEFL. in loc) I/defi L/d TC 0.98 Vert(LL) 0-10 5-8 818 360 BC 0.85 Vert(CT) 0.24 5-9 350 240 WB 0.00 Horz(CT) 0.05 4 n/a n/a Matrix -MP Wind(LL) 0.23 5-8 356 240 LOAD CASE(S) Standard Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 10% Ir"On PIS'. N'A I 150F 11616B . S[L[Er U.Mlt Tams & (1offlEss jSTIM, RKII; vam I., ToOr ksip F—trls nj "a'AS' . h, I ,,I )'.p N I,; rl'cljooi t6 AA.f 1, 1.4, M, f I. Id—, qmz Sew, - USISS Akill, 1:— 04; e! Isd fill fint DD 11—hal. AS, T ,, Dip f.anert j 1, 1p"Iff Em-, TO rq,.W- 9 to, p9a,,jd tsp.,kbor, 1, N its. Anthony T Tombo III, P.E. rk P aity DISIFI! oat Al .1151? V. TDD M III jimot, .1 pit-0 at looleni (.Fw 6'nt KS( #411SW tf Mind Sfflu aft—,ll '.I, peae'oil- T?.-1 Moln ta WSS,S' 0 1t N's NS'P., T"'s 5',p Eng". .1 l"'s .,e's 80083 Tr,s,5- A451 St. Lucie Blvd. l—ceii.liq All ree:rwa."Fas.". ithod.T11 1, opysighl V 2016 A I lied husses-AnthonyT.Ifflahl) Ill, P-L hPlOdil(lion of Ibis document, in any form, is prohibiled ifhliml the wiffen Permission from A-1 loof Trusses AnihmlyT. Tombo Ill, Pj. Fort Pierce, FL 34946 Job, T russ Type __]01 ty y A0012336 WRCLG1Ai!9 Jack -Closed Girder 1Jb Reference (optional) Al Roof Trusses, Fort Pierce, FIL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek IndustHes, Inc. Tue May 22 11,46-49 2018 Page 1 ID:hA3xRN7kH8GY. sQsiaVncy2zOBnp-qMEi6zMaOj3CRUyQQ7S7rwWbbfnbK28N4gLnSJzDzWK 6-9 7-0-0 3 _0 , i , 3-6-0 1_5x4 11 3 3x6 11 4x6 — 6x6 7-0-0 3_6-0 3-6-0 Plate Offsets (X Y)-- [1:0-0-0,0-2-14]:15:0-4-8,0-1-8] LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.03 4-5 999 360 MT20' 244/190 TCDL 10.0 Lumber DOL ' 1.25 BC, 0.95 Vert(CT) -0.05 4-5 999 240, BCLL 0.0 Rep Stress Incr NQ - WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014' Matrix -MP Wind(LL) 0.03 4 -S 999, 240 Weight: 40 lb FT 10% LUMBER - TOP CHORD 2x4 SP No.2 3) This truss has been desi6ned for a live loi ad' BOTCHORD 2x6 SP No.2 of 20.Opsf on the bottom chord in -all areas where WEBS 2x4 SP No.3 a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenWEDGE the bottom chord and any other members. Left: 2x4 SP No.3 4) Refer to girder(s) for,truss to truss connections. BRACING- 5) Provide mechanical connection (by others) of TOPCHORD truss to bearing plate capable of,withstanding 422Structuralwoodsheathingdirectlyappliedor3-11-9 lb uplift at joint 1 and 523 lb uplift at joint 4. oc purlins, except end verticals. 6) Hanger(s) or other connection device(s) shall - BOTCHORD be provided sufficient to,support concentratedRigidceilingdirectlyappliedor8-9-13 oc bracing- load(s) 832 lb down and 251 lb up at 1-6-12, and MiTek recommends that Stabilizers and 832 lb do In and 265 lb up at 3-6-12, and 832 lb required cross bracing be installed during truss down and 265 lb up at 5-6--12 on bottom chord. erection, in accordance with Stabilizer The design/sele I ction of such connection device(s) Installation guide. is the responsibility of others. 7) In the.LOAD CASE(S) section, loads applied to REACTIONS. (lb/size) the face of the truss are noted as front (F) or back 1 1480/0-3-8 (min. 0-1-12) B)_ 4 1564/Mecfianical Max Horz 1 138(LC 23) LOAD.CASE(S) Max Uplift Standard 1 -422(LC S) 1) Dead + Roof Live (balanced): Lumber 4 -523(LC 8) Increase=1.25, Plate lncrease=1.25 Max Grav Uniform Loads (plo 1480(LC 1) Vert: 1-3=-60, 4-6=-20 4 1564(LC 1) Concentrated'Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) FORCES. (lb) Max. Comp_/Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-2109/592 BOTCHORD 1-9=-643/1912, 5-9=-643/1912, 5-10=-643/1912, 4-10=-643/1912 WEBS 2-5=-427/1579, 2-4=-21521724 NOTES- i) 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 iO.0 psf Anthony T. Tombo III, P.E, 0 80083 4451 St, biri- Blvd. For'Piefce, 1_34946 copyfighl C 2016 A I Roof Tresses Rep, odow 11his doiewnt, ia only lofffl! the ften pemissioa fro. A I too! Imm Afilhopyl.l000lo III, P.E. L Job russ Tru ty y WRCLG1AE9 VM3 sy pe Valley 1 1 A0012 337 Job At Roof T F.rt Pi.— P1 qAo— Refere.G.e C.pfi...11 Run: 8.12 Nov 12 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 11:46:49 2018 Page !, 11' ID:hA3xRN7kH8GY—sQsevncy2zOBnp-qMEi6zMaOi3CRUyQQ7S7rwWcbf?sKCAN4gLnSJzDzWK nn 71 5- 2x4 2 3 LOADING (pso P C' - A NG 2SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIPTCLL20.0 late G - DOLPlateGripDOL 1.25Pup TC 120 Vert(LL) n/a n/a 999 MT20 244/190TCDL10.0 mber DOL 1LumberDOL1.25 0BC .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 BCDL 10.0 C, C 01 1 0, Code FBC2017/TP12014, Matrix-P Weight: 8 lb FT 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of BRACING- truss to bearing plate capable of withstanding 22 TOPCHORD lb uplift at joint 1 and 53 lb uplift at joint 2. Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard 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 2212-11-6 (min. 0-1-8) Max Horz 1 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=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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany 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 Alithony T. Tonibo Ili, P.E, N Wiq W 4AW-00. TN W 1—v W Ia. py...Wwo ki 4, 74- 0'ip fq— n 13i no WON N'il.' 0"'MAW !.-OW"711, 1 4451 St. Lude Blvd. opyrigin Z; 2016 A) Roof Timm AnthoVyf.1.mboIlI,P1 Rep,ndviion of txi5 dotomflf: in any fonaisalohibit,d .4w th .'nfea planksioa fim A I Roof hugn Fo.- Pierce, 341,46 a tyrussTrussType Ply on GlAh VIV5 Valley Job Referenr.-e (optional) Al Roof Trusses, Fort Pierre, FIL 3,4946, desidn@altruss.com Run:,8.120 s Nov 12 2017 Pnnt: 8-120 s Nov 12 2017 MiTek,lndustnes, Inc. I ue may 22 11,46,50 2018 Pat I ID:hA3xRN7kH8GY'sQsevncy2zOBnp-lYo4KJNC9lB32eXd qzMO72nl3L33fQXJK5K mzDzrvJ 5-0-0 5-0-0 3 5 0002 1 5x 4 11 2 T C W 5 4 2x4 1.5x4 I I LOADING(psf),, SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip bOL 1-.25 TC 0.12 Vert(LL) n/a n/a 999 MT20' 244/1,90 TCDL 1 01ro Lumber DOL, 1.25 BC 0.06 Vert(CT) n/a,, n1a 999 BCLL 0.0 Rep Stress.Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BcbL 10.0 Code4FBC2017/TPI2014 Matrix-P Weight: 16 lb FT 10% LUMBER- TOPCHORD 2i4 SP No.2, 6) Provide mechanical connection (by others) ofBOTCHORD2x4SPN8.2 truss to bearing'plate capable of withstanding 100WEBS24SPNo.3 lb uplift at joint(s) 1, Sexcept Ot=lb) 5=1 04. BRACING- TOF CH6RD Structural wood sheathing directly applied or 5-0-0 LOAD CASE(S) oc purlins,- except end verticals. Standard BOTCHORD Rigid ceiling directly applied or 10-0,-0 oc bracing. MiTek recommends that Stabilizers ancl re uirqd cross bracing -be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-11-6, lb) - Max Horz 1 = 86(LC 112) Max Uplift All up ift 100 lb or less at joint(s) 1 except 5=-1 04(LC 12) M x Grav All reactions 250 lb or less at joint(s) 1, 3, 5,14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-5=-11821/320 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 I 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 DCIL_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 live1oads. ' I 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 1 ) Bearing at joint(s) 3 considers, parallel lo,drain alue, using ANSVTlP1 1 angle to grain tormula MoId_* 10" ),4 k, s. "t IV "P;., 04" Vq. S—. vq..q 1. at d,'T em 'tail, iq k It, IN wy, .4, N 1, r, fiup -oje- WN Mrh, 5woodoyJ, . , A, I!- van togy- ii ,, sp'ion W ,;i . ae fw A rtysony T. Tombo III, PIE, 4.!, 0 ou I,w 1. I . - 4 All to-ol A . .m TV W *1 plw..., W p,ao.s 0 * wsa. ty TP W M,., fel—A 4451 St. Lucie Blvd. F -,lercc, 3494& Dplighl r 2016 A I Roof [tosses Albany 1, Tombe 111, PA. lept cd"iaos all this olmnittst. in any lann, isPohibited w4hal The "en pejanission hom A I kool Is"s" Anthony 1. To.bo III: P.E. MoId_* 10" ),4 k, s. "t IV "P;., 04" Vq. S—. vq..q 1. at d,'T em 'tail, iq k It, IN wy, .4, N 1, r, fiup -oje- WN Mrh, 5woodoyJ, . , A, I!- van togy- ii ,, sp'ion W ,;i . ae fw A rtysony T. Tombo III, PIE, 4.!, 0 ou I,w 1. I . - 4 All to-ol A . .m TV W *1 plw..., W p,ao.s 0 * wsa. ty TP W M,., fel—A 4451 St. Lucie Blvd. F -,lercc, 3494& Dplighl r 2016 A I Roof [tosses Albany 1, Tombe 111, PA. lept cd"iaos all this olmnittst. in any lann, isPohibited w4hal The "en pejanission hom A I kool Is"s" Anthony 1. To.bo III: P.E. JANUARY 17, 2017 TYPICAL HIP KING JACK -CONNECTION STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height 3, and Exposure D up to 30' Mean Roof Height. soom-No A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Atta h King Jack w/ (3) 16d Toe 772409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC f Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails g TC X w/ (2) 16d Toe Nails @ TC & BC (Typ) 3) 16d Toe Nails @ BC 2 C:) A ftach Corner Jack's 2) 16d Toe Nails TC & BC (Typ) 00 A i. U.*, 11.1 'Win W W, A0 0., Ant,nv 111, P1, 80083 ucle44,51 St. S:vc, Fqt Pierce, FL 34946. HBRUARY 17,-2017 ALTERNATE GABLE END BRACING,DETAIIL STDTL03 ALTERNATE DIAGDNAL BRACING TO THE BOTTDM CHORD HORIZONTAL BRACE 2XG DIAGONAL BRACE, SPACED 48 SEE SECTION 'A -A) D.C. ATTACHED TO"VERTICAL WITH TRUSSSES AND ATTACHE6TO4) l6d NAILS,' ' COMMONS. BLOCKING WITH (5) 10d j24' D.C. NAIL DIAGONAL BRACE TO, PURLIN WITH TWO IGd NAILS. A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. 2X4 PURLIN FASTENED TO.FOUR FORT PIERCE, FL 34946 TRUSSES WITH (2) - lGd NAILS 772409-1010 11 3' MAX. EACH. FASTEN PURLIN TO BLOCKING W/ (2) 16d NAILS (MINJ. PROVIDE 2X4 BLOCKING BETWEEN, DIAG. BRACE THE TRUSSES SUPPORTING THE AT 1/3 POINTS 'BRACE AND THE TWO TRUSSES ON IF NEEDED X EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - DIAGONACBRACE TO BLOCKING WITH' IT IS THE RESPONSIBILITY OF THE BLDG. 5) 10d, COMMON WIRE NAILS. DESIGNER OR, THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILIN& DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM 1 THE BRACING, 0F THE GABLE ENDS., END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL-,GAB E TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD L ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE STRUCTURALOFTHESTRUCTURALGABLE'AND FASTEN.PER THE GABLEGABLE TRUSS 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, S I CAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: FOR WIND SPEEDS . 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW. OF iOd (.131' X 3') NAILS SPACED,6' D.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 021 05), 156 ASCE 7-10) NAIL 'ALL MEMBERS WITH TWO ROWS OF 10dMPH 131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE,FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD.GABLE TRUSS N THE INTERIOR SIDE. OF THE STRUCTURE. INLAYED STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING STRUCTURAL MUST BE I PRESENT TO PROVIDE FULL LATERAL SUPPORT OF GABLE TRUSS THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE,LOAOS. THE BRACING: SHOWN IN THIS DETAIL IS FOR VERTICAL/STUOS, ONLY. Y4- NOTE. THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE TRUSS 4 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL STDTL04 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 A . CTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. 1 SPACE PURILINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. r k i"'d I N ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4),6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2"X 8"TEE-LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. Antimy T, Tombo U1, P-E 4451 St, Lune Fort,Piero?, FL 3'Q46 J 7 JULY 17, 2017: TRUSSED VALLEY SET DETAIL,:_ SHEATHED S-,TDTL05 GENERAL SPECIFICATIONS: 1 . NAIL S12E,= 3"X0.131"' = 10d- 2. WOOD SCREW = 4.,5"WS45 USP OR EQUIVALENT:,' 3. INSTALL SHEATHING TO. TOP CHORD OF BASE TRUSSES - ANDINSTALLVALLEYTRUSSES (24".O.C. MAXIMUM) SECURE TO BASE TRUSSES AS PER DETAIL "A".- 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE - INDIVIDUAL, DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01: A-1 R60F TRUSSES 7. VALLEY STUD SPACING NOT TO EXtEED 48- 0.6. 44,51 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FIL 34946 TRUSS, OR GIRDE,R 772-409-1010 TRUSS It BASE TRUSSES VALLEY TRUSS TYPICAL) VALLEY TRUSS GABLE END, COMMON TRUSS, OR GIRDER TRUSSP12JYPICAL), SEE DETAIL "A BELOW (TYP.) TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER A 9988, ASCE 7-02, ASCE 7-05:146 MPH W/ ONE ROW OF 1 Od WIND DESIGN PER ASCE 7-1 0: i70 MPH NAILS 6"O.C- MAX MEAN ROOF HEIGHT = 30 FEET rR06F PITC.H,= MINIMUM 3/12 MAXIMUM 6/1'2" ATERGORY 11 BUILDING E POSUREC WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP To THE ROOF W1 TWO USP MINIMUM REDUCED DEAD LOAD OF, 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A A it onv T: Toimbo ill, P,E otwdr. 80083 1451 St.. Luc e:blv ort Pime, FL 34946 12 2m6ki ill, p"L iep,odultiog afllhn d'unwi: im vj iom is F.'ohiiier, w0oa tht wmien Fcmssmo irum 0 16if rimes Amon T, lomh 111. 1`1 FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTI-06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6"O.C. DETAIL A NO SHEATHING) N.T.S. P F 1-2 GEN ERAL,SPECIFICATIONS: 1. NAIL SIZE = 3"X 0.131"= 10d 2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVILIAL 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. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 11 11 A BASE TRUSSES VALLEY TRUSS GABLE END, COMMON TRUSS, OR GIRDER TRI JRR WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C , WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W1 TWO USP MAX SPACING = 24"O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. ZEi . mvApvmiwu ftom A! for. lg jjts P.L 4. of id? Anm T Tumbu hl, Pl, h1l -, mmm 4451 S, wde Slid, Fort Pier 2, FL 34946 j I I x Li %J %.I L- Lj V rl% L- L- L- I %J L- I Li L-' I I L- STDTL07JUL'Y 17, 201.7 HIGH -WIND VELOCITY) NOTE.: VALLEY STUD SPACING NOT TO EXCEED 48"O.C. SPACING. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FIL 34946 772AO9-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. 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 CATERGORY 11 BUILDING' EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF', MAX SPACING = 24"O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES, MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORD& NOTES: SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER' A, CLIP MAYBE APPLIED TO THIS FACE UP TO A NON-BEVELEO MAXIMUM 6/12 PITCH NOWBEVELED BOTTOM CHORID] [BOTTOM CHORD FOR BEVELED BOTTOM CLIP MUST BE'APPLIED TO - CHORD, CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6/12 (MAXIMUM, U112 PITCH) A 0 J" mN) b, 1"al 1'., 7"" N,*, 1. m 6%,#0 q4T,w ilW4 T- Amhony T lontlibl[L P,E,. 445115t, Lude Bkd. o--, wni wm FuCPiqrr8i FL 34946 A.i,- T 1-1,. NJ v FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS VERTICAL STUD SECTION 13-13 772409-1010 TRUSS GEOMETRY AND CONDITIDNS SHOWN ARE FOR ILLUSTRATION ONLY. I d DUIAGONAL BRACE 4' - D' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. VERTICAL 2XG SP OR SPIF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. p2) 10d NAILS-,,,,, INTO 2XIS 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A X W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Eld NAILS,MINIMUM, 3X4 PLYWOOD SHEATHING TO I- 2X4 STO SPIF BLOCK DIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2XIS AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHIDUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP 43 1 STUD 16* O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24"O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24' O.C. 1 3-1-4 1 3-11-3 6-2-9 1 9-3-13 DIAGONAL BRACES OVER G' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 53' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING 2) - 10d NAILS TRUSSES 0 24' D.C. 2XIS DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL T-BRACE / I -BRACE DETAIL FEBRUARY 17,2017 WITH 2X BRACE ONLY sum= A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCEJ]PIL 34946 772409-1010 NOTES. T-BRAIfING 1-BRACING TO 13E USED WHEN. CONTINUOUS LATERAL BRACING is IMPRACTICAL. T-BRACE / I-BRACE'MUST COVER 907 OF WES LENGTH. THIS.DETAIL-NOT TO BE USED TO, CONVERT T77BRACE / I -BRACE WEBS TO CONTINUOUS, LATERAL BRACED WEBS. NAILING PATTERN T-13f ACE.-,",SIZE NAIL SIZE- NAIL SPACING 2X4 OR 2X6. OR 2XB 10d 6* b.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACEJ I -BRACE (JONTWO-PLY TRUSSES NAIL TO BOTH PLIES) STDTL09 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED ..CONTINUOUS. ROWS OF: LATERAL BRACING WEB SIZE 2 2X3.'OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6' T-BRACE 2X6 I -BRACE' 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED, CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 2 2X3 OR 2X4 iX4 T-BRACE 2X4 I -BRACE 2X6 T-BRACE 2X6 [-BRACE 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WE13 179RACE T-BRA,C.E SECTION DETAILS j FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTLIO f 4 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS.. RECOMMENOEO,'LOCATEO EVERY B TO 10 FEET ALONG A FLOOR TRUSS. Ono= NOTE 1: 2xr. STRONGBACK ORIENTED VERTICALLY MAY 13E 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: STRONG13ACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS' FOR THE772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOO 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 WaOO 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 EB WITH,(3) - 10d CAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL WEB WITH, (3) - 10d NAILS (D.131' X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X X) 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 X) TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOO OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17,' Z011 7 LATEF ACTQ_NAIL DETAIL S T DTLll NOTES:_ 1. !TOE -NAILS SHALL BE DRIVEN At AN ANGLE OF 45* WITH THE MEMBER AND MUST HAVE, FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND'EXIT 'AT THE BACK CORNER OF THE MEMBER END AS SHOWNX_ SHALLTHE, END DISTANCE, EDGE DISTANCE, AND SPACING OF' NAILS BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. I I AELOWABLE VALUE SHALL BE THE LESSER VALUE OF'. THE TWO A-1 R OOF TRUSSES: 4451 ST. LUCIE BLVD. SPECIES FOR HEM13ERS OF DIFFERENT SPECIES. FORT PIERCE, FL 3494, 772409-1010, TOE- N,AIL S,INGLE sHEAR'VALUES PER, NOS 2001'.'(, LB/NAILY DIA sp OF HIF SPIF SPF—S 131 88.0, 80.6 69.9 68.4 59.7 135 93.5 85.6 74.2 72.6i, 1 162 1 08;8 699." 86.4 84.5 73.8 128 74.2 67.9 58.9' 57.6 50. 3 z0 131'' 75.9 69.5 60.3 59.0 51,1 148, 81.4 74.5 64.6 ci en VALUES SHOWN ARE CAPACITY PE I R TOE-NAI L. SIDE VIEW SIDE VIEW 2X4).3 NAILS (2X3) 2 NAILS, APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: NEAR SIDE NEAR SIDE 3): 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHDRD'. NEAR SIDE NEAR, SIDE FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE3 (NAILS,): X 845 (LB/NAIL):X 1.15 (DOL) 291-5:1LB -MAXIMUM' CAPACITY: NEAR SIDE, NEAR,SIDE ANGLE MA Y_ V t YARY FROM30* TO 60* ANGLE MA y VARY FROm. 30* TO So." 45.00' AANGLE MAY YVARY FROM 30' TO 60* 45.00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTLI,2 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772AO9-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: TOE -NAIL WITHORAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD 131 59 46 32 30 20 z 0 135 60 48 33 30 20 LQ 162 72 58 39 37 25 E F- 0 128 54 42 28 27 19 LO z z 0 131 55 43 29 28, 19 w 148 62 48 34 31 21L0 j 04 z 120 51 39 27 26 17 0 z 128 49 38 26 25 17 j 131 51 39 27, 26 17 C 148 57 31 28 20 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STA-RTEO 1/3 THE LENGTH OF THE NAIL FROM THEMEMBERENDASSHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS To AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPIF 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 1.150: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDINGDESIGNERISRESPONSIBLETOSPECIFYADIFFERENTCONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR SI E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW 2x2 NAILER ATTACHMENT-! GENERAL, SPECIFICATIONS MAX LOAD:,55 psf Roof Load, 170 mph,.,ASCE., 7-11) 9Q`-O!"Unnn Painht Fyn R r. r)r n 2X2 SP No..-3 April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. ----\ UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER VARIES STDTL14 4) 12d . MAX 3011(21-611) i 73 1 , 10 i140 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 M, I Aithuny T, Iombo 'I][, P1, 4451 St (,de B?"d, Fotz Pmce, FL 149 6 T-b. III, F.I. STANDARD, REPAIR DETAIL FOR BROKEN CHORD S, WEBS, AND FEBRUARY, 17,2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL1 5 Viw' A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% 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 260a 32 48 36" 2 681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 46. 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 13REAK OR SPLICE) WITH 10d NAILS (TVO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.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 SCA13 LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L (2) X + C BREAK IL E10dNAILSN AR SIDE TRUSS CONFIGURATION 10d NAILS FAR SIDE AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X- MIN 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' -FROM -ANY INTERIOR, JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO 13E 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 APPLIEO THE TRUSS WILL BE CAPA13LE OF SUPPORTING THE LOADS. INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR.ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND, HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END, DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4.' WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY,TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS,REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL1 6 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: , 40-10-0-10 DURATION FACTOR: 1.15 , SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 1 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 G' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X- 5C NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS,THAN 40') SPACED 24- 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. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 01 26'0" 4,4 Cj2f 4E C141E F—&I Fill F05 ........... X- A, Lf qiz V itit 0" 0' TVIT I L 2' T 0-: 2'0" 1 fr2' z 2 0' 1, 1. 0 i"l 1 /2 FLIO FLO5 FLla5 FI-10 FUM FD)4 FL01 y 4'2 1/4' 7 FI-03 77: ILI. FI-03 FI-I I FLOI 9 44`---,- 2 6 1,,-dg,, 8 ild, FLO, MAI F" PLOT 1- 10'P/4" FGO1 fl C I ta cl 21'4' - 35/8" 5 5/8"[. 11011 I 3r- 00 1101, Truss Load Alert Box— N I t: ALL I KUba I U WALL ANUIUK I RU b I L) LEDGER CONNECTIONS BY BUILDER Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle. Truss I.D. UNLESS NOTED OTHERWISE) t Gravity (1 5,000#) / Uplift (> - 1.000#) Horizontal I> 350#) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS To a SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. Wz! THE BUILDING DESIGNER IS REPSONSIBLE FOR THE REFER TO THE INDIVIDUAL TRUSS ENGINEERING 7- DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD F I REPRESENTS THE LEFT SIDE OFI EACH TRUSS DRAWING 30-1" JUS24 a gi I JUS26 J MSH422 z THD26 K MUS26 THD28 Z. C13 THD26-2 a q5 THD28-2 N; z- 9 - g 0 .. JUS46 1 66 dAOII HBO HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD 7 LIVE LOAD 20 40 ASCE 7-10 A03 00 z 2. C4 DEAD LOAD 10 10 P C F LIVE LOAD 0 CATEGORY 11 Ji: XQ X r N DEAD LOAD 10 5 ENCLOSED DURATION FACTOR L25 1.00 TPI - 2014 Ails i REVI DATE BY REMARKS a 01112,109/2016 REVISED STAIR OPENINGj CLOSEFABOVE A05i STAIRS 02 111/13/2017 JT RELOCATE FLI I AT STAIR OPENING JT CODEUPDATE X HATCH LE J a 8'- 8" A.F.F. T. 18' 17/8" A.F.F. jt is understood that above conditions have been reviewed APPROVED are acceptable for the A02 flbflcat on at trusses, APPROVED AS NOIE zi elevations,pitches, overhargs, REV: i TISEANDRESUB g 2fascias,ceilingXAe1evationstoitches, bearing REJECTED conditions & all detail pertaining 7tothistrussplacementplan. No - aB04 f2ibackchargeswillbeaccepted w ou prev us wn an rom an Aapprmat -1 Roof CP Trusses representative. 11VIE0ED11 Rb` 1 EPLANDATEARCH: TTRU A 5021 Cjl CUSTOMER RYAN HOMES N JOB NAME LARGO 1 "A" G GE RWHN CJ5 79 OPTION(S) EX7FNDEDIANA119f 4"CL& CIN, Comm L it4Q11OT 4 E .......... BLDG BLDG 21'4 TYPE # JOB # g MASTER WRCLGIAE9 x r.ATE 12/09/2016 DRAWN SCALE -s- i JT N.T.S. is T. T94,11, a LIH 11011 A-1 ROOF 2- Z F j TRUSSES A FASCIA 324, HIP LINE 1b2 A FLORIDA CORPORATION eVALLEYLINEI17 aPh772-409-1010/ Fax 772-409-1015 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit Address: BUILDING PERMIT Min Max Inspectio in Description 10 F;rm board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tii-, Beam / Fill Down Cell 30 Sheathingl— Walls 30 Sheathing! — Roof 30 50 Final Window 40 Roof Dry!In 5 Frame 60 Insulation'! Rough In 70 Drywall / 'iSheetrock 40 70 Lath Inspection 50 1000 Final Rooi f 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Min I Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Undergr und Power (TUG) 30 Electric Rough 1000 Electric Final jp 1R.'01 -,. g ;pg "?, so, p., Inspection Descri tionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 015-IM, 2-222". 1111-iiR.-I., Min Max Inspection Descri tion Mechanical Roug4 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPJ;ATION 7JApplicationNo: Documented Construction Value: $ Job Address: '(o fA-V Historic District: YesEl No Parcel ED: ResidentiaLiq Commercial -ElTypeofWork: New-Q Addition El Alteration RepairE] DemoEl Change'of UseE] Move[-] Description of Work: f.( A) AN-) n : ) r- , ) i /- (") Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name r-4 Phone: Street: j d ih Resident of property? 7ity,,Sta,te,Zip,:,)ti*(An(,t) 0 Contractor Information Name nLaLr:n-e-t- e i Phone: Street: 1 1- 57" Fax: (D'f7 - 2N 5 City, State zip: \&) Lo-Dr State License No.:E(lZ119 Name: Street: city, St, zip: Bonding Company: Address Arch itect/Engineer Information Phone: Fax: E-mail- Mortgage Lender: Address: WARNING TO OWNER: YOURTAMURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTW ' ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE. OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOB,SITE BEFORE THE FIRST INSPEC710N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OFCOMMENCEMENT. Application is hereby made to obtain a perrmt to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pennit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate per"t must be secured for electrical work plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed -Aith the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTIC : In. addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundin'the public records of this county, and there may be additional permit I s required from other governmental entities such as watermanagembritdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthej I ob at the I tim e, of subtni ttal. The actual construction value will he figured based on the current lCC Valuation Table in eff&ct At the time the perm I it,is issued, inai&&_dan e_ w—ith 'lotal -ordinance. Should calculated charges figured I off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 0 qER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work Willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.. ignaturc of owncr Agent Date 'Signature of Contraclor/Agent -D., t, Print 01-c,/Agc-(`_,N-.._e_- a1VOULUM 01 NOtary-State of Florida Date Owner/Agent is — Perso ' rially Known to Me or Produced ID _ Type of 1D P,fint Contractor/Agent's Name vJi Signature ol-Notary-State of Florida Datc PAMELA S TERNUS 4 Conlin; ISSIGn # GG, 110622, EX01'es Augu t 7, 20. 1OFG-ded Thru audg,, Notaryservic's Contractor/Agent, 3 Personally Known to Me or TProducedIDT pe of ID, BELOW IS FOR OFFICE USE) ONLY Permits Required: Building [I Electrical [:] mechanica]E] PluinbingE] Gasn RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: NOW Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n No [] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: 4 of Stories - Plumbing - # of Fixtures Fire Alarm Permit: YesE] NoE] WASTE WATER: BUILDING:. Pennit Application 3-7 1 0 / 1 ( 41 DESCRIPTION AS FURNISHED: Lot 127, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole Count, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes1NVR Inc. LOT 128 IN 5 5.00' TRACT J PONO-D 13.13.) AT 0019'09 " W 40,00' LOT 127 41.80' 41,80, 30. 0' FORMBOARD FOUNDATION TOP OF FORMS = 30.90 5. 00' 1 8.7' 21.3' 5.00, CI) co 06 Cil 25.20' 25.20' 1 _1,0_' UT —IL. E_SMT_. F N 00019,09 " w 40.00' CRAWLEY DOWN LOOP 50' PRIVATE RIW) 5. 00' WRIAIW0 337.36 0 (PC..) BUILDING SETBACKS: AS FURNISHED PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25' I -PER DMNAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,113± SQUARE FEET OR 45,97. SIDE 5' FOR 40' LOTS LOT 3RADING TYPE 8 LOT CONTAINS 4,600± SQUARE FEET SIDE 7.5' FOR 60' LOTS FROPOSEO FINISH FLOOR PER PLANS = 30 9' LIVING AREA CONTAINS 945± SQUARE FEET SIDE 10' FOR 75' LOTS CONCILANA11PORCH CONTAINS 758± SQUARE FEET SIDE STREET = 25' CRUSEiVHEKER -SCOTT ASSOC, IAIC - 1,A ND S UR VE - rO R; LEGEND LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32507 (407)-277-3232 FAX. (407)-658-1436 p PLAT P a J_ - POINT ON LINE NOTES: F FIELD TYP. TYPICAL IRON PIPE PRZ, POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD orIP R. RON ROD P P NT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUESEKCONCRETEMONUMENTRALD'C ROADIAL NR NO -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SE4 THIS SURVEY W OR COPIES ARE NOT VALID. SET IT, 1/2' IP, v/4LB 4596 REC. RECOVERED VP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P B. POINT OF B GINNING CALC. CAL.CULATED OR EASEMENTS TH4T AFFECT THIS PROPERTY. O:C PC) NT OF CEOMMEtCEMENT PRX PE R ANENT REFERENCE MONUMENTPO 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. q CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY N& NAIL t DISK D SL. BUILDING SETBACK LINE 8. BENCHMA K 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NO 7 BE USED TO RECONSTRUCT BOUNDARY LINES. R/W p IGHT-OF-WAY ESMT. EASEMENT B.B. BASE BEARING 7. EI&RINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS SASE BEARING (6.6) DRAIN. DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NA71ONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHrRWISE NOTED. UTIL, U TILITY CLFC C HAIN LINK FENCE 9. CER77FICATE OF AUTHORIZATION NP. 4596. WDSC. VUOD FENCE: CIB CONCRETE BLOCK SCALE I- 1- 20'— 1 DRAWN BY. P.C. POPOINTT OF CyRVATUREP.T. N OF TANGENCY @ CERTIFIED BY: DATE ORDER N.. DESC. DESCRIPTION R RADIUS PLOT PLAN 09-18-2018 6190-18 L AR L NGTH D DECTA FORMBOARD FOUNDATIONIELEVS. 12-24-78 I8525- 8 CHOR D CHORD BEARING I NORTH THIS BUILDINGIPROPERTY DOES NOT LIE WITHIN - 'rJIUOEIX1115Lj4714THEESTA13LISHEOTooYEARFLOODPLANEASPER 'FIRM' ,W. SCO R.L. '48'01 ZONE "x' MAP j 12117CO09OF (0-9-28-07) UNOVERSAL UES Project No: 0110.1700732.0000 Workorder No: 9426902-2 EN INEERING SCIENCES Report Date: 12/27/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Repo Client: Ryan Homes UES Technician: Carmelo Cuadrado Pa 4307 Vineland Road Suite H-16 Orlando, FL 32811 ate Tested: 12/27/2018 Project: Kensington Reserve, House Lb ing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 127 3761 Crawlev Down Loop) Material: Native Reference Datum: 0 Bottom of Footing Twe of Test: Field: ASTM D-2937 Drive Cylinder Method 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 6 South Footer 0-1 ft 165.4 12.2 104.8 8.0 99 N/A Pas! 7 West Footer 1-2 ft 1,05.4 12.2 105.4 8.3 100 N/A Pas: 8 North Footer 1-2 ft 105.41 12.2 104.6 8.5 99 N/A Pas! 9 Southeast corner of Pad(TOF) 1-2 ft 1051.4 12.2 102.3 9.2 97 N/A Pas 10 Northwest corner of. Pad(TOF) 2-3 ft 105.4 12.2 103.6 8.7 98 N/A Pas! Remarks: (TOF)=Top of Fill r- -4-1 #_ I fl- D,JU -4 --h- 11 - --FA-#;1 --4- -A