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Home My WebLink About3725 Crawley Down Lp 18-2852; NEW SFHCOUNTY OF SEMINOLE STATEMENT NUMBER: 18100005 IMPACT FEE STATEMENT DATE: July 02, 2018 BUILDING APPLICATION #: 18-10000595 BUILDING PERMIT NUMBER: 18-10000595 UNIT ADDRESS: CRAWLEY DOWN LOOP 3725 17-20-31-5VC-0000-1330 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: SUBDIVISION: RNG: SUF: PARCEL: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: j -- 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: 3725 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 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018098862 Book:9200 Page:913; (1 PAGES) RCD: 8/27/2018 12:50:34 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Q up Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-2852 Parcel ID Number: 17-20-31-5VC-0000-1330 CERTIFIED COPY GRANT MALO`/ CLERK OF THE CIRCUIT COURT AND CO trPTRi)! 41 SEMINOGE fAOUI\Tt4 F if ~ r) AUG 27 2818 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 133 of Kensington Reserve 3725 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 Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA 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 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 B. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 a of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Aulhorized Officer/Director/Panner/Manager) State of_ Florida County of Orange The foregoing instrument was acknowledged before me this day of .20 18 by _ Dayna Mitchell who Is personals n to me EX OR Name of person making statement who has produced identification type of identification produced: T. FA(;Y L- :tots MCDONALD 1 C(ijlllt'IISS(ON ## rF925012 Notary Signature i ;• .c F' ExPiRES October 06. 2019 fir l:••:j.fl'h/ FhndaNGll^/:]f'•. Ce .ftn' 1 dT CITY OF SANFORD y - BUILDING & FIRE PREVENTION JU PERMIT APPLICATION Y Application No: Documented Construction Value: $ i3 os 7•` Job Address: 3725 Crawley Down Loop Historic District: Yes No Q Parcel ID: 17-20-31-5VC-0000-1330 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IV-2 e Y 6/21 /2018 zin 6/21 /2018 Signature o gent Date Signature of Co Ct gent Date Tracy McDonald Tracy McDona Print Owner/Agent's Name v 6/21 /2018 Signature of Notary -State of Florida Date o1zay PUP, MEAGAN LYNNE FOWLER P * MY COMMISSION # GG 063253 Nr o= EXPIRES: January 17, 2021 9rF©F 79" bonded Thru Budget Notary$Woes Owner/Agent is X Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 6/21 /2018 Signature of Notary -State of Florida Date y ?.y PUP,^ MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 04 EXPIRES: January 17, 2021 yrFor FJ Bonded Thry Budget Notary Services Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building S Electrical R Mechanical R Plumbing© Gas Roof Construction Type: Occupancy Use: P Flood Zone: Total Sq Ft of Bldg: I —I S Min. Occupancy Load: (p # of Stories: 2- New Construction: Electric - # of Amps FA s Fire Sprinkler Permit: Yes No 2"' # of Heads APPROVALS: ZONING: Ld Il UTILITIES: ENGINEERING: MIC- "l •'i - $ FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 60. 8 7/ c SvR1YVl2f 1 aV,d — C t CXP— Plumbing - # of Fixtures-2-0 Fire Alarm Permit: Yes No 0 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONk1 ¢(t41 }.7 Application No: Documented Construction Value: $ 99.675 Job Address: 3725 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-1330 Residential OX Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6/21 /2018 6/21 /2018 Signature o gent Date Signature of Co ct gent Date Tracy McDonald Tracy McDona Print Owner/Agent's Name Print Contractor/Agent's Name 6/21 /2018 6/21 /2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date o pv vue MEAGAN LYNNE FOWLER Ctpcv a i MEAGAN LYNNE FOWLER o* MY EXCPIRES: OMMISSION # GG 0053 MY COMMISSION # GG 063253 oQ January 17, 2021 s; T EXPIRES: January 17, 2021 9TEOF FE-1 Bvndod Th(u Budget Notary Services 'lE Jr v, 4 Bonded Thru Budget Notary Services Owner/Agent is X_ Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: AfX L-A WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i- REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Pormit if BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 s, Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 . 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 90 1000 Insulation Final 1000 Final Single Family Residence Address: Min Max inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 I Electric Final fN 'ra'C4`94Y' 'S3"3`6..'KitMLU1VI,BING0PERMIT_ y b 4fC.Qi{Yb'y' J .A', 1 m Cati Max S^yY', i 'p? rig Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax- 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3725 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1330 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) TIT 4. .,"Wi 7 N " i,,,ip. r.OFFICIALUSE`DNLY4`. •„ .° Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 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# 18-2852 Reviewed by: Michael Cash, CFM Date: July 9, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 J Y ORI 1- - Landscaping in Right-of-VVaY www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a 2 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 whar:below. 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: 3725 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is sub d by: Property Owner - Signature: Print Name: Tracy McDonald Address: 4307 Vinelan Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Emergency Repairs Email: trmcdona@nvrinc.com Date: 06/21/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: the above statement and by signing this application I agree to its terms. Date: 06/21 /2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: ` ' 10 Date: November 2015 How Use Dnveway.pcf 6/21 /2018 SCPA Parcel View: 17-20-31-5VC-0000-1330 ttaata t , CFA PME R aa- Parcel: 17-20-31-5VC-0000-1330 Property Address: 3725 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value t ..... Land Value (Market) j ... 1$52,000 14,000 i Land Value Ag Just/Marko; `laIue °° 52,000 14,000 Portability Ad Save Our Homes Adj 0 0 j Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 52,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 133 KENSINGTON RESERVE PB 81 PGS 86-92 E Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 € 0 ` 52,000 Schools 52,000 0 ' 52,000 City Sanford 52,000 j 0 52,000 j SJWM(Saint Johns Water Management) 52,000 i 0 1 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales I i i:._....... Land Method Frontage Depth Units Units Price Land Value is LOT 0 00 f 0.00 1 $52,000.00 52,000 ` Building Information Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00001330 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 2 l I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License I1 STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this t day of 200 1$ , by Robert Lattanzi who is ®,personay lent Ito me or who has produced identification and who did (did not) take an oath. Notary Seal) 01 : PUei n MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 o1 EXPIRES: January 17, 2021 EOF Feo' Bonded Thru Budget Notary Services Rev. 08.12) v c Signature Print or type name Notary Public - State of Commission No. My Commission Expires: as SQ.FT. CALC.'S 1ST FLR LIVING 10W 5Q FT. 2ND FLR LIVING 1,331 SG7. FT. TOTAL LIVING 2,421 SQ. FT. ENTRY 35 Sa FT. GARAGE 45S Ga FT. LANAI 260 5Q FT. TOTAL 3J15 5Q FT. umuum COIFONENT AND CLAMM WIND ILIA" B18C ITBD SWOB11E FOR 8 880CFD 4AIB CALL • 83" ME WK/M mom 1BD 1PN YAIOFOCIFUCEOBMMIATII I IQ W-v 5 2480/-30* OIw 2 24 3080 DR 4 3008/-3216 3 IT 25-S4 4 28.45/-30.•.6 3A IT 25-5H 5 28A5/-31A6 4 33 2) 25-5H 4 2550/-3220 5 45 68805GD 5 2631/-3330 6 TI 25-514 4 28.45/-30.W WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 5ECGND GUST) VULT. ISO / VASE) •116 MPH 6. INTER4AL PRE55lRE COEFFICENT.. 18 G RISK CATEGORY.TYF'E II D. E>O-OS RE CATEGORY C NOTE: VALUES FOR 0OMPONE4T6 4 CLADDING PF;ES6URE ARE BASED ON THE VUN DESIGN WND SPEED. FaCR 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED -BY 0.6TO . =1 THE ALLOWADLE OR NOMINAL TESTED VALLES USED BY PRODUCT MANIFACTUIERS, NOTE: L PRIOR TO ORRALL NSTALLATION ON ALL FRAMM MBIOERS 2'-0' MCM TW M%4 FLOOR TILL BE SPRAYED AND TFf_A1ED W ECRATE' A TEA'ITE TREATED SPRAT DBL.TPLATE 20 YCCD MUMW A CABINET SECTION Ob PS P05T TO 8'-4' AFF. UV OPT 5'-4' CLG. 4-TTP)- 4'-0' 26'-O' V-5 a -3 f I I MAIM TO MATCH I I EXT. LANAI I I 26'-0'xI0'-0' I I I Y-4' av I I II II 14'-4' 4'-0' II II II 2) 25.5I1 6080 5GD II II II I I I I I I cIR/T `; DINETTEE I W-4' CM 1'-6• 9'-4' r I GREAT ROOM li • 9'CL[ 4'6'-5 1/2' 5'-4' a Fill 0191lipO 4 2' 1 A IW WOOD JRR KTTCHEN Fill. UP 6 4X4 P05T DBL. S r r Iwo ti JOPL I J L- —— x6 F06T 6i-ISM pp I 4-614 PET OYNN MOTLDNG 0 ei 0VIP, 5'-4 I t2 131_2' D3L 6 I•I R/flc e STUDY mFOYER MT. 9'-4' CL6 p R. B W STUD O 4'6 4'-8' 3'-10' II'_8• ro 51W e 14X4 2 NTRY 9'-4' CL& 2 CAR GARAGE 20'-O'x20'-2' 7-4'CL8 TOLE VENEER a 9'-4' CLfs — LRE OF 2ND FLOOR ABOVE Ilk I L_J V 0WGD O 21'-4' FIRST FLOOR PLAN SCALE: 1/4 . I'-0- SroNE VENEER A R C R I T E C T S Design Grou .2. i-N. RONALD RM4 BLVD. LONGWOOD, FL 32750 PH. 407-7746078 F"AD7-77-78 w w.abeesigngroup.comn /1p. #: 0003325 0 4 w 0 Q 3 sxnBDIV. ae T KENSIGNTON RESERVE LOT 133) MODEL• SUMMERLAND VERSION#01) P R O JEC T 2997.000 133R1 PAGE: FIRST FLOOR PLAN ARCHME-C. r- SPATE OF FLOMMA DATE: 5/23/18 scAmm- 1/4"=1'-O" SHE= Q3OF9 COIPOIBIf AND CLADDN7 W D LOADS BASIC MAD EOOSM FOR S SECOND tlWTS GALL 4 SOWMEFOOTAMOEWKJM N D@E m wN SND I b E 66 4 28b5/-3U4 2 b 3050_V4 4 281,5/-3U4 2A i2 30/0-M 5 2%M-38.10 28 IS Ec4e55 5 281h/-3185 3 b EGRESS 5 28b5/-3185 4 b T 5 2853/-31b0 5 b M 4 28b5/-3U4 6 b W 4 28b5/-3U4 WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) VULT•150 / VASO-INS MPH B. INTERNAL PRESSURE COEFFICENT-18 C. RISK CATEGORY -TYPE U D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON TFE VUIt DESIGN WIND SPEED. FUCK OTH ED. (20ri) ALLOWS TI-ESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANFACTURERS. NOTE, L F NOR TO DRNL4L1 INSTALLATION ON ALL FRAMM MBA 2'-& FFZM THE FNSN fiOOR WLL BE SPRAYED A4D TRFATED W l WR,47E' A TEF"M TIE.4Tm SPRAT 10'-a 3/4' 2NDFIN. FLfp- V-4' ERG. HT. 0'-0' FX PLR STAIR DATA: 17 RISERS 07.57' 16 TREADS 010' +1' NOSING R41L \ v \ m \ 2.0 LANDHO \ O DROP CEILWNG To \\ \ 1 1/4' 0 MAX 2) 2Xa HEADEFB AS \ 10• W W SHOWN ON dfEr b \ \ \ _ m YV WALL CAP E j PWDR. z I ROOM 2x4 _°,N Cw3. EAR 2xD STFBNGEi \ m 3) 2x17 Sl'P STRINGS SC-CUFev W/ 12d 6'-E' OL. 3' KICKPLATE \ \ ILoiL.NmINi 3/4'T413 5M FLOOR------ I GLUED a"LED 2xb . 24' Or- MAX ----I--------j I 2.4 P.T. PLATE SECURE WY od CUr NAILS IU' or- MAX STAIR SECTION: 9'-4" BRG. 1 SCALE: 3/8 . F-0' LIEOFISTFLOA7RBELOW I I I I 2• 5'-4' 5'-4' 3'-2' 20'- 10' O µ' SEAT v 10 PAN N WALL WV CiA55 ENG S SUITE ? ABOVE 5CI3'- 0' R'S BATH v C V J AV B ISp I ® 4SN e 5112-- 4- 10' 0 11,_6. I $ BEDROOM 2 a IIDY,. l CLG,' 3ATH 1 B LT G. 4 ti 14'- 4' R/ I C 6 m v BEDROOM 3 A RY c LP 0BF b'- 10' LOFT m Im'- 2•x16'-1 BEDROOM 4 a'- C, CLG. 10'-2'x14'-3' 8'- 0• CLG. O w O 10'- 10' L--------------------- J L! ff dF ST BOOR BELOW SECOND FLOOR PLAN SCALE: 1/4 . I'-0' A R C H I T E C T S Design Grou IDD. 1441 N. RONALD REACAN BLVD. LONCWOOD, FL32750 PH: 40T-TT4fi0T8 FAX407- 7744018 w w. bd-igng...R... Mk: 0003325 0 4 0 Q N h •I b b b 0 SLJHDLV. de LAY: KENSIGNTON RESERVE LOT 133) MODEL. SUMMERLAND VERSION# 01) F ROJECT* 2997. 000 133R1 PAGE: SECOND FLOOR PLAN ARCFUTECr- STATE OF FLOW DATE: 5 /23 /18 SCALY: 1/4"=1'_O" SE= T 4 OF 9 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method lau Project Name: Lot133KensingtonReserveSummerlandCGRE Builder Name: RYAN HOMES Street: 3725 CRAWLEY DOWN LOOP City, State, Zip: SANFORD , FL, 32773 Permit Office: S NFO Permit Number: . 11- 2 8 5 2 sq"FORA Owner: Jurisdiction: 691500 4 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft 2 6. Conditioned floor area above grade (ft2) 2421 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(246.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 182.94 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 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 16.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.255 ft. Area Weighted Average SHGC: 0.291 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1381.0 sqft.) Insulation Area 0. 950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features b. Floor over Garage R=11.0 291.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.102 Total Proposed Modified Loads: 67.81 PASS TotalBaselineLoads: 69.56 L1J 1 hereby certify that the plans ands ecifications covered by Review of the plans and R iKE'SrAT this calculation are in compliance ith the Florida Energy specifications covered by this o Code. calculation indicates compliance Fps with the Florida Energy Code. sN PREPAREDBY: Before construction is completed c • DATE: 5-29-18 Scott Pratt this building will be inspected for compliance with Section 553.908 4 hereby certify that this buildin s d i d, is in compliance Florida Statutes., CdDWTI withtheFloridaEnergyCodeOWNER/ AGENT: BUILDING OFFICIAL: DATE: 5/29/2018 DATE: V 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. 5/ 29/2018 7:46 AM 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: Lot133KensingtonReserveSu Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 133 Block/Subdivision: KENSINGTON RESE PlatBook: Street: 3725 CRAWLEY DOW County: Seminole City, State, Zip: SANFORD , FL , 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 2421 22515.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 22515.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---_ ---- 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft2 1090 ft2 11 0 0 1 0 0.38 0.62 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R-NIA-1P Ft in Ft In Area R-Value Fraction Ahsor G rnrJP% 1 N Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 4 ft 1 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5 6 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 7 W 7 Vinyl Low-E Double Yes 0.34 0.31 N 16.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5 8 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 W 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 10 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 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2626.8 144.21 271.2 3718 7 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply --- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 145.3 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjr ]Jan HeatinrX jj ]] Feb jj ] Mar Jan jXj Feb jX Mar A r I j ] Apr I Ma jXj Jun rlJul MayJunJulAug Au rjSe SeP Oct Oct Nov Nov NDec Dec HVentin [ ] Jan [ ] Feb X Mar X] A r May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/ 29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3725 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New congtruction 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 1264.00 ft2b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft2 6. Conditioned floor area (ft2) 2421 b. N/A R= ft2 c. N/A R= ft227. Windows- Description Area 11. Ducts R ft a. U-Factor: Dbl, U=0.35 182.94 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 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: Dbl, U=0.34 16.00 ft2 a. Central Unit 38.5 SEER:15.00 SHGC: SHGC=0.31 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average Overhang Depth: 4.255 ft. Area Weighted Average SHGC: 0.291 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 a. Electric EF: 0.95 b. Floor over Garage R=11.0 291.00 ft2 b. Conservation features c. N/A R= ft2 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. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fe-3LQ. Builder Signature: I/ A Date: 5/29/2018 Address of New Home: 3725 C ley 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. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3725 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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 IeakagdlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 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 MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 5/29/2018 7:31:37 AM Page 1 of 1 Manual S Compliance Report Job: Lot133KensingtonReser... wrightsofte p Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3725 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29097 Btuh Entering coil DB: 77.4°F Outdoor design WB: 76.2°F Latent gain: 5073 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 34169 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32194 Btuh 111% of load Latent capacity: 6106 Btuh 120% of load Total capacity: 38301 Btuh 1120/6 of load SHR: 84% Design Conditions Outdoor design DB: 42.3°F Heat loss: 26347 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 1440/. of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 93% of load Temp. rise: 70 OF Meets all requirements of ACCA Manual S. wrightsoft, 2018-May-29 07:22:25 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCP....dCGRE\Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E pComonent Constructions Job: Lot133KensingtonReser... wrightsoft® Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3725 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft Bluh/ft'-°F fR-°FBtuh Btuh/ft2 Btu BtuhV Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 366 0.091 13.0 2.52 923 2.35 861 fnsh, 2"x4" wood frm, 16" o.c. stud a 194 0.091 13.0 2.52 489 2.35 456 s 381 0.091 13.0 2.52 960 2.35 896 w 205 0.091 13.0 2.52 517 2.35 482 all 1146 0.091 13.0 2.52 2889 2.35 2696 Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n 324 0.201 4.1 5.57 1806 4.37 1418 Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 59 0.201 4.1 5.57 330 4.37 259 s 345 0.201 4.1 5.57 1923 4.37 1510 w 195 0.201 4.1 5.57 1084 4.37 851 all 924 0.201 4.1 5.57 5142 4.37 4037 Partitions 1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft s window ht, 1.17 ft sep.); 6.67 ft head ht W all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht s all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk.frm mat, clr low-e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft w window ht, 1.17 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 4.08 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes; medium; 11 ft overhang (5.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht 271 0.097 11.0 2.69 729 1.75 475 30 0.350 0 9.69 291 12.2 366 15 0.350 0 9.69 145 12.4 186 15 0.350 0 9.69 145 34.0 510 60 0.350 0 9.69 582 17.7 1062 16 0.350 0 9.69 158 10.5 171 33 0.350 0 9.69 317 11.9 390 49 0.350 0 9.69 475 11.4 561 12 0.350 0 9.69 116 34.0 408 16 0.350 0 9.69 155 34.0 544 28 0.350 0 9.69 271 34.0 952 30 0.350 0 9.69 291 34.0 1019 33 wrightsoft Right -Suite® Universal 2018 18.0.13 RSU23828 ACCA...dCGRE\Lotl33KensinglonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 0.350 0 9.69 317 10.5 342 2018-May-29 07:22:25 Page 1 r 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, w 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 Doors 11JO: Door, mtl fbrgl type e 11 DO: Door, wd sc type n Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 48 0.620 0 17.2 824 16.9 812 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 F'P- wrightsoft. 2018-May-29 07:22:25 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 f CA...dCGRE\Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E For: RYAN HOMES 3725 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 05-29-18 SRP WIFA -, e t 66"i "n 1 forim"on_; t Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21135 Btuh Structure 20731 Btuh Ducts 5212 Btuh Ducts 8366 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26347 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29097 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3298 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolin none) Area (ft2) 242 2429 Equipment latent load 5073 Btuh Volume (ft3) 21176 21176 Air changes/hour 0.41 0.21 Equipment Total Load (Seril 34169 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref 8242633 Coil ASPT47D14A AHRI ref 8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31185 Btuh Heating output 38000 Btuh @ 47°F Latent cooling 7315 Btuh Temperature rise 27 OF Total cooling 38500 Btuh Actual air flow 1283 cfm Actual air flow 1283 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 33 OF Backup: Input = 7 kW, Output = 24539 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigill-i 2018-May-29 07:22:25 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCK...dCGRE\Lotl33KensinglonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E r- wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lott 33KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 ft 53.0 ft 3 Room height 8.6 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 576.8 ft 5 Room area 2464.8 ft2 576.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhfft2-*F) Btu ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12C-6sw " 0:091 n 2.52 2.35 396 366 923 861 0 0 0 0 G' 2A 2om 0.350 A' 9.69 1219 30 0 _ 291 366 0 0 0 0 W Blk wall, stucco ext 0.201 n 5.57 4.37 341 324 1806 1418 0 0 0 0 G 2A tom 0.350 n 9.69 10.46 16 0 158 171 0 0 0 0 11 12C Osw 0.091e 2.52 2.35 236 194 489 456 0 0 -0 0 2A 2om- 0.350 a 9.69 33.98 12 0 116 408 0 0 0 0 2A-2om = 0.350 e . 9.69 33.98 30 0 291 1019 0 0 0 0 Blk wall, stucco ext 0.201 e 5.57 4.37 79 59 330 259 37 17 96 75 11J0 0.600 a 16.62 18.51 20 20 334 372 20 20 334 370V+l 12C Osw ' ; 0.091 s 252 2.35 396 381 960 896 , 0 0 ` 0 L-G 2A 2om_'-= .. 0.350 s.. 5.69 12.41 15 13 145 186 - 0 0 -. 0 0- y/ Blk wall, stucco ext 0.201 s 5.57 4.37 378 345 1923 1510 303 271 1507 1183 t_G 2A-2om 0.350 s 9.69 11.93 33 0 317 390 33 0 317 390 12C Osw w. 2.52 2.35 236 205 517 482 0 0 0 0 2A-2om 0.350 tiv 9.69 33.98 16 0 155 544 0 0 0 0 2A-2om-0.350, w 9.69, 33.98 15 0' 145 510 : 0. 0 0 p Val Blk wall, stucco ext 0.201 w 5.57 4.37 275 195 1084 851 154 121 675 530 G 2A-2om 0.350 w 9.69 10.46 33 33 317 342 33 33 317 342 L- 2A 2omd 0.620 w. 17.17 16.92 48 48 824 812 _ 0 0 0 0 P 126 0sw- -. 0.097 2.69 175 289 271 729 475 121 103 .. 278 181 D 11 DO ",.- , 0.390 n 10.80 12.03 18 18 ... 193 215 18 18 193 215. C 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P 13c,- _ 0.068 1 88 0.98 291 291 548 284 0 0 : 0 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 , 1452 0 6 c) AED excursion 978 226 Envelope loss/gain 16743 15760 5173 3524 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 1 230 Subtotal (lines 6 to 13) 21135 20731 6103 4744 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21135 20731 6103 4744 15 Duct loads 25% 40% 5212 8366 24 % 35 % 1445 1656 Total room load 26347 29097 7548 6401 Air required (cfm) 1 1 1283 1283 1 368 1 282 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-29 07:22:25 w•• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 dCGRE\Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E wrightsoftr Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot133Ken sing ton ReserveS... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 ft 11.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 13.0 x 25.0 ft 1.0 x 155.0 ft 5 Room area 325.0 ftz 155.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number BtuWftl-°F) Btufdftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12C 0sw:, 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 G 2A 2om , 0.350 n °_._ 9.69 1219 0 0 0 - 0 0 0 0 0 yl Blk wall, stucco ext 0.201 n 5.57 4.37 233 233 1299 1020 107 91 507 398 I 2A-2om 0.350 n 9.69 10.46 0 0 0 0 16 0 158 171 11 Vtl -. 12C Osw 0091 a 2:62' 2.35 0 0 0 0 0 0 ti 0 0 2A 2om 0.350 e_ 9.69, 33.98 0 0 0 0 0.' 0 0 0 LI-{{ 2A 2om , 0.350 a 9.69' 33.98 0 0 0 0 0 0 0 0 y/ Blk wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 D 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 V I 12C 0sw --` 0°091 s` 2.52 2.35 0 0 0 0 0-"",, 0 0 0 l- C 2A-2om _ 0.350 s .' 9.69: 12.41 ,. 0 0 0 0 0 0 0 0 V+/ Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 l- G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 72C0sw 3 o o_ o o 0 2A 2om '^ 0.350 w 9.69 33.98 0 o 0 0 0 0- 0 0 0 2A- 2om 0.350 w ,, ., 9.69 33.98 0. 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 4.37 121 73 408 321 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 48 48 824 812 0 0 0 0 P 12B Osw 0097 2.69 1.75 0 0 0 0 168 168 451 294 L- D, 11D0_..... ,' m0390 n-- 10.80 12.03 D 0 0 0, C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 20P-13c 0:068 1.88' _. 0.98 0 0 0 0 0 0 0 0 F, 22A-cpl_ _ 0.989 27.40 0.00 325 38 1041 0 155 12 315_ 0 6 c) AED excursion 760 -49 Envelope loss/gain 1 3573 2913 1 1 1431 814 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 4239 4329 1633 879 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 4329 1633 879 15 Duct loads 24 % 35 % 1004 1511 24 % 35 % 387 307 Total room load 5243 15840 2020 1186 Air required (cfm) 255 258 98 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighr[ soit" 2018-May-2907:22:25 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 dCGRE\ Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E F wrightsoft Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lott 33KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 3 Exposed wall Room height 9.3 It 12.5 ft heat/cool 8.0 ft 30.0 It heat/cool 4 5 Room dimensions Room area 4.5 x 36.0 ftz 8.0 ft 16.5 x 13.5 ft 222.8 ft2 Ty Construction number U-value Btuh/ftz °F) Or HTM Btuf1/ft2) Area (ftz) or perimeter ft) Load Btuh) Area (ftz) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vj/ 12C 0* - 2A,26m Blk wall, stucco ext 0 091 D350 0.201 n n: 5: n 2.52 9.69i 5.57 2.35 12.19 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0, o; :0 0 1 1 Vy 2A 2om 12C Osw 2A 2om, 2A-26m= Blk wall, stucco ext 0.350 0.091 0 350 0350 0.201 n e a e a 9.69 2.52 9.69 9 69- 5.57 110,416 2.35 3198 3398 4.37 0 0 0 0 42 0 0 0 0 42 0 0 0 0 234 0 0 0 0 184 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0' 0 D v G y/ P D 11 J 0 12C Os, . 2A tom .::_ Blk wall, stucco ext 2A-2om 12C Osw 2A tom 2A 2om ,_ . Blk wall, stucco ext 2A-2om 2A 2omd 126 Osw 1100 "-: 0.600 O091 0350 0.201 0.350 0.091 O'.350 0.350 0.201 0.350 0.620 0097 0;390 a s s s s w w w'. w w w h 1' 16.62 2.52 9.69' -: 5.57 9.69 252 9.69 9.69 5.57 9.69 17.17. 2.69 10.80' 18.51 2 35 12.41' 4.37 11.93 2.35 33:98 33:98 4.37 10.46 16.92 1.75 12.03 0 0 0 75 0 0 0"" 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 0 0 416 0 0 D 0 0 0 0 0 0 0 0 0 326 0 0 0 0 0 0 0 0 0 0 108 15 0 0 132 0 z'. _ .;,_15 0 0 0 0 0 0 93 13 0 0 117 0: 0 0 0 0 0 0 234 145' 0 0 295' 0 195 0 0 0 Q 0 0 219' 186' 0 0 275 0 a „i 510' 0 0 0 A 0, C F 166 38ad 20P=13c '' 0.026 0`.068 0.72 1.41 47,-98 7 0 7 0 5 0 10 0 223 0 223 0 160 0 = 315 0 F 22A-cpl _ 0.989 27.40 0.00 36 13 342 0 0 0 0 _ 0 6 c) AED excursion 31 39 Envelope loss/gain 997 489 981 1543 12 a) Infiltration b) Room ventilation 219 0 71 01 451 0 146 0 13 Intemal gains: Occupants @ Appliances/other 230 0 0 0 1 230 600 Subtotal (lines 6 to 13) 1216 560 1432 2519 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 241% 35 % 0 0 1216 288 0 0 560 195 26% 46 % 0 0 1432 376 0 0 2519 1158 F1_ Total room load Air required (cfm) 1504 73 755 33 1 1808 88 3677 162 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t r.h wrGgKtsaTt^ 2018-May-29 07:22:25 M,•-• m• •• - ••••• •r Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 p`...dCGRE\Lotl33KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E LIL F wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lotl Mensington ReserveS Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 5.5 ft 1.0 x 102.8 ft 5 Room area 27.5 ft2 102.8 ft2 Ty Construction U-value Or HTM Area (ftq Load Area (ft2) Load number Btu[Vft2-'F) BtUlVft2) or perimeter ft) Btuh) or perimeter ft) Btuh) 1. Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt 12C-0sw_",1'. 1 0.091 n 252 0 0 48 48,1 A m2 -2o 0.350 n 9.69 1219 0 0 0 0 0- 0 o Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 t-G 2A-2orn 0.350 9.69 10.46 0 0 0 0 11 12C-Osw 0.091 n e 2.52 2.35 0 0 0 0 0 0 0 0 0 0 2A-2om, 0:350, e': 0 0 0 0 0 0 0 0 2A-2om,, 0 .350 e%,, 9.69 33.98 0 0 0 0, Blk wall, stucco ext 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 1 lio 0.600 e 16.62 18.51 0 0 0 0 0 0 0 0 Y-6 12C-0sw 0 .091 s 2.52 2.35 0 0 0 0 0 0 0 2A-20rm' 0.350 S, 9.69 12.41s 0 0 0 0 0 0 t---G Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C-bs 0.091 w 2.52 2.35 40 40 101 36 20 50 47T:t 2A-2om 0.350 w 9.69 33.98 0 0 O 0 A 6 0 155 544 2k-2om 0.350 w. 9.59 33.98 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 4.37 b 0 0 0 0 0 0 0T:2 2A-2orn 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 , 12B-0sw, 0.097- 2.69 1.75 0 0 0 0 0 0 b b LLD 11567 0.390,,' n 10.80 , 2.03 0 0 0 0 O 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 2OP-136, O.'6 1.'88 0.98 0 0 0 0 0 0 22A-cpl, 0.989 27.140 0.00 0 0 0 0 0 0 0 0 7, 6 c) AED excursion 8 197 Envelope loss/gain 121 125 401 1046 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Ca) 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 196 149 558 1097 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 01 0 0 14 Subtotal 196 149 558 1097 15 Duct loads 26% 46% 51 68 26% 46% 147 504 Total room load 247 218 705 1602 Air required (cfm) 12 10 1 34 71 . Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-29 07:22:25 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4 dCGRE\Lotl33KensingtonReserveSurnmerlandCGRE.rup Calc = MJ8 House faces: E P- wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot133KensingtonReserves Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 if heat/cool 4 Room dimensions 3.5 x 5.5 It 13.0 x 10.5 ft 5 Room area 19.3 fiz 136.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (fl2) Load number Btuh/ft1-'F) Btuhftz) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ 72C Osw '`' 0091 n. 2.52 2.35 44, 44 111 104 84 69 174 162 I- G 2A2om- -, ..- 0:350 n 9.69 1219 0 0 0 0 15 0 145 183 y/ Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 I- C 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 12C Osw ` 0.091 e" 2:52 235 0 0 0 0 0 0 I 0 0 2A 2om 0.350 e'' 9.69I 33:98 0" 0 0 0 0 0 0 0 2A- 2om 0-350 e 9.69' 33 98 0 0 0 0 ,_- 0 0 A 0 V Blk wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 D 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 V f 12C-Osw , . O'091 s ` 2.52' 2.35 0 0 0 0 0 0 0 0 2A- 2om'._- _'..-'- 0.350 s . 9.69 12.41 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0-201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 V612C- 0sw„ m 0. 091 w 2.52 2.35 28 28 71 66 0 0 0 0 2A 2om .° , 0.350 w 9.89 33.98 0 0 0 0 0 0 0 0 2A 2om 0.350 w ` 9.69 33.98, 0 0 0 0 0 0 0, 0 Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 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 P 12B -0sw '-' 0097 269 1.75 0 0 0 0 . j 0 A 0 0 L- D 11D0, 0.390 n 10.80`-. 12030 0 0 0 _ 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P-13c_ ' 0`:068 1:88 0.98 .. 0 0 0 0- 0 0 0. Q F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0_ 6 c) AED excursion 1 -13 -31 Envelope loss/gain 195 184 i 1 418 507 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 331 228 576 558 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 228 576 558 15 Duct loads 1 26 % 46%1 87 105 26 % 46 % 151 257 Total room load 418 332 727 815 Air required (cfm) 20 15 35 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr! 7ttsol°C- 2018-May-29 07:22:25 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 5 k ... dCGRE\Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E F wrightsoft° Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lott 33KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 ft 27.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 10.6 ft 10.5 x 17.0 ft 5 Room area 137.6 ft2 178.5 ft2 Tyr 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 V I 12C-0sw' 0091 n'2.52' 235 84 69".'' 174 162 136 136 m.<< 343 s-320 L-( 2A-2om 0;350 n 9.69 :: 12:19 15 0 145 183 0 0 0 A Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A 2om, 0.350 n 9.69 10.46 0 0 0 0 0 0_ 0 0 11 12C-Osw= 0:091 a 2.52 2.35 0 0 0 0 84 69 174 162 2A 2om ' 0.350 a 9.69 33, 98 0 0 0 0= 0 0,- 0 OI 2A-2om 0350 e 9.69 33.98 0 0 0- 0 15 0 145 510. V f Blk wall, stucco ext 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 p 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 12C-Osw 0:091 s',' 2.52' 2.35 0 0 0 0 0 0 O' Q r 2A-2om ._':... , _. 0350 s" 9.69 12.41 0 0 0 0 0 y/ Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 T-G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C-Osw 0091 w 2.52 2-35 0 0 0 0 0 0 0 0 2A 2om 0 350 w 9.69 3198 0 0 0 0 0 0 2A 2om .: _' 0.350, w 9.69 33.98 0 0 0 0 0 1 0 0< y/ Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 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 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0; m0 I-D 11 DO 0390 n 10.80' 12.03 0 0 0 0 0 0 0, 0' C, 16B-38ad, ., 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F, 20P 13c._.:-:.._. . -.. " 0068 1.88' 0.98 0 0 0 0 137 137 257 133' G 99A r 1 n QRQ 97 An n f)r1 0 n 0 0 0 0 0 0 6 c) AED excursion 1 31 1 -12 Envelope loss/gain 418 507 1048 1366 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 576 558 1461 1500 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 576 558 1461 1500 15 Duct loads 260% 46 % 151 257 26% 46 % 384 689 Total room load 1 7271 815 1846 2189 Air required (cfm) 35 361 90 97 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w}t wrlghtsoft .,,••,<.^<- ....., r„ Right -Suite® Universal 2018 18.0.13 RSU23828 2018-May-29 07:22:25 Page 6 dCGRE\Lo1133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E wrightsoft' Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 133Ken sin gtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 ft 5 Room area 38.5 ft2 57.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C Osw' n .: 2.52 2.35 0 0 0 0 0 0 k 0 0 t- 6 2A 2omT_._ . Blk wall, stucco ext 0. 350 0. 201 n: n 9. 69 5. 57 12. 19 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 12C-Osv4 0 091 e; ° 2.52 2.35 0 0 0 0 0""" 0 0 0 2A 2om '"- 0.350 e _ 9.69 33.98 00 0 0 0 0 0 0 2A- 2om A 350 a . 969 3398 0 0 0 0 0_ 0 0 0 y/ Blk wall, stucco ext 0.201 e:.: 5.57 4.37 0 0 0 0 0 0 0 0 D 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 VE 12C-Osw 0.091 s 2.52 2.35 56 56 141 132 0 A 0 0 2A- 2om -- 0.350 _ s -: 9.69. 12.41 0 0 0 0 0 0 0 _ 0 tBlk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 V612C- Osw 0.091 w: 252 2.35 0 0 0 0 0 0' 00 2A 2om -` 0 350 w-" 9.69 33.98 0 0 0 0 0,: 0_ 0 0 2A 2om_, = 0.350 w, 9.69 33:98 0 - 0 0 0 0" 0 0 . 0 Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 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 P 12B-Osw ,' 0.097 2.69, 1.75 0 0 0 0 0 0 0 0 L- D 11 DO :. 0.390 n` . -,. 10:80' 12.03 a 0 0 0 0 0 0 0 z0. C 1613-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 2OP-13c ."_ 0.068 1.88 0.96 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 .,, 0 6 c) AED excursion 1 -12 1 1 1 -4 Envelope loss/gain 1 169 175 1 1 42 77 12 a) Infiltration 105 34 0 0 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) 274 209 42 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 209 42 77 15 Duct loads 26 % 46%1 72 26 % 46% 11 36 Total room load 346 305 53 113 Air required (cfm) 17 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F wrightsoft . ` M••• ^ ••• • Right-Suite(E) Universal 07: 22:25 Universal 2018 18.0.13 RSU23828 Page 7 dCGRE\ Lotl33KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E F wrightsoft,, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot133Kensin gtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 3 Exposed wall Room height 8.0 ft 0 ft heat/ cool 8.0 ft 48. 0 ft heat/ cool 4 Room dimensions 7.5 x 9.5 ft 1.0 x 379.8 ft 5 Room area 71.3 ft2 379.8 ft2 Ty Construction number U- value BtUh/ ft? °F) Or HTM Btuh/ ftz) Area ( ft2) or perimeter ft) Load Btuh) Area ( ft2) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 2C 0s4a 2A= 20m Blk wall, stucco ext 2A 2om 12C Osw 2A 2om = 2A 2om " r- Blk wall, stucco ext 0. 091 0350 0. 201 0. 350 0: 091 0350 0. 350- 0. 201 n n'- n n a e e a 2. 52 9. 69 5. 57 9. 69 2. 52, 9. 69 9. 69' 5. 57 2. 35 12. 19 4. 37 10. 46 2. 35 33. 98 33. 98 4. 37 0_' 0 0 0 0 0 0 0 0 0 0 0 0 0 T, 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 152 12 15 0 0 0 0 0 125 0 0 0 0, 0 0 0 315' 116` 145 0 0. 0 0 0 294 408' 510 0 Val 6 y/ p z V t--- G y/ I- GG P L- D C F ' " 11J0 12C Osw 2A- 2om- Blk wall, stucco ext 2A- 2om 12C- Osw 2A 2om, 2A. 2om'. Blk wall, stucco ext 2A- 2om 2A- 2omd 12B Osw ; 11 DO.._ 16B 38ad 20P- 13c 0. 600 0: 091 0350 0. 201 0. 350 0. 091 0' 350 01350 0. 201 0. 350 0. 620 0. 097, 0. 390 0. 026 0 068 a s s s s w w w w w w n 16. 62 2. 52 9° 691 .. 5. 57 9. 69 2. 52 9. 69', 9, 69 5. 57 9. 69 17. 17 2. 69' 10. 80' 0. 72 1: 88' 18. 51 2. 35 12. 41' 4. 37 11. 93 2. 35 33. 98 33. 98 4. 37 10. 46 16. 92 1. 75 12. 03 1; 41 0. 98 0 0 0 0 0 b 0 0" 0 0 0 0 0 71 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0_ 0 0 MM 0 0 000 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 232 0_ 0 0 0 0 0 0 0 0 0 380 155 0, 232 0 0 mm 0 0- 0= 0 0 0 0 0 0 380 155 0 585' 0 0 0 0 0 0' 0 0 0 0A" OI 273 291" 0 S46 0 0 0 0 0 0 0 0 0 537 151 F r e r v n QAQ 97 an n on n n 0 0 0 0 0 0 6 c) AED excursion 37 19 Envelope loss/gain 51 64 1726 2426 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 51 664 2448 2660 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 664 2448 2660 15 Duct loads 261% 46 % 13 305 26 % 46%1 644 1222 Total room load 65 969 3091 3882 Air required (cfm) 3 43 151 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigihtsai t - w„ Right -Suite® Universal 2018 18.0.13 RSU23828 2018- May-29 07,22:25Page 8 dCGRE\ Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E wrightsoft® Duct System Summary Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES DOWN LOOP, SAN FORD, FL 32773 Job: Lot1331l(ensingtonReser... Date: 06.03.15 By: BENTLEY Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.270 in/ 100ft 0.270 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 113 3 5 0.461 4.0 Ox0 VIFx 3.8 70.0 BED 2 c 815 35 36 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 815 35 36 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2189 90 97 0.376 6.0 Ox 0 VIFx 20.5 70.0 GREAT RM h 3774 184 141 0.280 8.0 Ox 0 VIFx 29.4 92.0 SO GREAT RM-A h 3774 184 141 0.291 8.0 Ox0 VIFx 24.7 92.0 SO LAUNDRY c 969 3 43 0.447 4.0 Ox0 VIFx 6.0 70.0 LOFT c 3882 151 171 0.411 8.0 Ox0 VIFx 12.8 70.0 MASTER BATH c 1602 34 71 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3677 88 162 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 418 20 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 247 12 10 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/KITCHEN c 5840 255 258 0.270 9.0 Ox0 VIFx 33.8 92.0 st1 POWDER h 1504 73 33 0.283 5.0 Ox0 VIFx 28.0 92.0 sti STUDY h 2020 98 52 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1 Supply Trunk Defa l 'fable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 794 625 0.270 569 16.0 0 x 0 VinlFlx st2 Peak AVF 207 306 0.296 562 10.0 0 x 0 VinlFlx wrightsoft® 2018-May-29 07:age 1Right -Suited Universal 2018 18.0.13 RSU23828 Page 1 A C%... dCGRE\Lot133KensinglonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsoft® 2018-May-29 07:22:26 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 AM,,...dCGRE\Lot133KensingtonReserveSummerlandCGRE.rup Calc = MJ8 House faces: E 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot133KensingtonReserveSummerlandCGRE Builder Name: RYAN HOMES Street: 3725 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilmnos. a. In addition, inspection of log walls shall be in accordance with the provisions of IGG-400. 5/29/2018 7:46 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FF---------- --------- jNOTE TO BUILDER MUST PROVIDE UNRESTRICTED ill INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS II I (Transfer ducts/grills sized In compliance 161th Florida Residential Building Code-MI602.4 I alanced return air. XCEPTIONS 1-3 EcLiAm I r.f CIA II I II II I I t2/T EN 4or»er 40 II I I I I I I 14x8 lwcd DINEM 140 II IOxr 02wcd 26 GREAT OOM&TI II I II I II N I . O I m14x8 Iwcd 9' 1I O i JKECCM i Pal Z 6' 1O Iwcd d 1,O 50 75 U GN I I I Ox6 rag r, 4Y O N ryas d O L d O Ox Q 4- + 3 r as 5 O \ : 3 Y) 4-' 3 Z A/C rU bd ? ITSY Rl ram' as X bd V r ro 3. 5 TON W/8KW E240V 1PH o 3 t ECABGARAGED platform by bldr r_ ra& 3 C7 1843 plen D r Z N scaled/8'=1'O' 31-V Ufi gam - r r f fi D F - 1 I I td I I L_ J u'- a x r-V pifl 3' bath duct to roof cap w/ fan Nutone 6 6RNB 4' 4 10I cn roan OWNKRIS IOx6 Iwcd MM 4' JIxe Iwcd leP I 4!N PEI 8, 1 rag Z d y U d l0 I 5'-a 4 ns s'- a 14' 6' U % D lsa we e' 10x6 Iwcd I • as x r S HEDBOOM E a O ( 1) L- 1 liewaa al d O i eH 8 4 1w 10, 54-- ' r' Ox6 ra g O 4 Y) +' 3Z o Ox6 rag n 7t c A 6' 10x6 lw 18' I e-w-0an 454i41 orr. I r a c a u 20x6 rag W O L LOT L" 6' a 3awrr. 14x8 Iwcd 10x6 Iwcd o. ; 95 170LOFT r En ROOM 4 re as wy-ZW-31 rs caa e rtee 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. RECORD COPY L-Tt J 61'5 - IL L- FA, 4A; Avv Pi bing, Inc. moo 1 8 - 2 8 5 2 Elz RECORD COPY DESCRIPTION AS I FURNISHED: Lot 133, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Publi!c Records of Seminole County, Florida. PLOT PLAN FOR j/ CERTIFIED TO: Ryan Homes/NVR Inc. TRACT J POND D N 00019'09" W 40.00' 2 3. 17' LOT 133 33.17' cD9 26.0' Tr• C o o EXTENDED LANAI 5.00" i 30.0' W O O o PROPOSED MODEL O o SUMMERLAND-C 2 CAR GARAGE RIGHT CO LOT 134 t ENTRY 8,7 5.00' w _ .__ Ok to construct single family home with setbacks and impervious area 16 shown on plan. 50 • B / .»-P VIAL DRIVE 11 6r jZ 25.50 10' UT1L ESMT 5.00' M 7 5.00' LOT 132 Q----Alr--------- I I , 6 Y 175.00" WALK 16.0 22.0' CURB N 00019'09" W 40.00' CRA WLE1 Y DOWN LOOP 50' PRIVATE ROAD PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY ov,wuvv ou on no: no rvn,vuncu PER DRAINAGE PLANS FRONT 25 PLOT PLAN AREA CALCULATIONS = REAR = 20' PROPOSED DRAINAGE FLOW GwO IMPERVIOUS COVERAGE = 2,335.± SQUARE FEET OR 50.8% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B Q05 LOT CONTAINS 4 600f SQUARE FEET SIDE = 7.5' FOR 60' LOTSJ PROPOSED FINISH FLOOR PER PLANS = 30.2' LIVING AREA CONTAINS 1 548t SQUARE FEET SIDE = 10' FOR 75' LOTS I Q CONC/LANAI/PORCH CONTAINS 787t SQUARE FEET SIDE STREET = 25' CRUSE'NMEYE'R-SCOTT ASSOC, INC. - LAN.D SURVEYORS LEGEND - LEGEND - 1 DOL. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P PLAT F FIELD POINT ON LINE iTYP. TYPICAL I[ NOTES: I.P. IRON PIPE I.R. COON ROD PR.C. • POINT OF COVORSE CURVATUREF.C.C. POINT OF CONFOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA DOARO OF CONCRETE MONUMENT RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SEC77ON 472.027, FLORIDA STATUES SESET I.R. v 1/2' IR, w/qLB 4596 VpNR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED iCAc • VITNCSS POINT J. THIS SURVEY WAS PREPARED FROM TIME INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.H. a ppINT BF BEGINNING CALC. CALCULATCD OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. . P11 NT BF COMNENCCMENT PRH • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENE DISK TERLINEFA FINISHED BR ELEVATION N BUILDING SETBACK LINE • • NAIL5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 0. R/ V •RIGHT-OF-VAY BN• BENCHWIRK 6: DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHT. • EASEMENT B.B. BASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.&) DRAIN. DRAINAGE 6. ELEVATIONS, IF SHQB'N, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, UTIL. s UTILITY CHAINLINKFENCE CLF • OF 9. CERTIFICATE AUTHORIZATION No. 4596. VD, FC, WOOD FENCE j C/ B • CONCRETE BLOCK SCALE S- 1 +• 20 DRAWN BY: "• P. C. POINT OF CURVATURE F. T. - POINT OF TANGENCY I DESC. • DESCRIPTION CERTIFIED B;'.' DATE ORDER No, R RADIUS PLOT PLAN 05-21-18 3162- 18 L • ARC LENGTH D • DELTA 1 C • CHORD C. B: • CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' T AJ. X. RUSENM ER, R.L. . ` 4714 ZONE " X" MAPj B 12117CO09OF (09-28-07) JA ES SC077; .L$ 4801 RECORD COPY D City- of Sanford Building and Fire Prevention Product Approval Specification Form 0OjLD/NQ SANFORD Permit # # 1A - 2 8 5 2 O AARTM Project Location Address As required by Florida Statute 553.842 and Florida Administra ' e Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 4451 ST. LUCIE BLVD I FORT PIERCE, FL 34946 , PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE 0 0 b LOT/BLK/MODEL: LOT.133 / MODEL:SUMMERLAND / ELEV:C / GAR R JOB#: 72419 ch Z mG co MASTER#: WRCSUCE o = X OPTIONS: 26X10 EXT. LANAI 00 Ln Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. A4#==TRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE JOB #72419 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #133 Address: City: Model: SUMMERLAND "C" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 48 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,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 A0193417 A01 5/1/18 13 A0193429 CJ2P 5/1/18 25 A0193441 FLO1 5/1/18 2 A0193418 A02 5/1/18 14 A0193430 CJ3 5/1/18 26 A0193442 FL02 5/1/18 3 A0193419 A03 5/1/18 15 A0193431 CJ3A 5/1/18 27 AO193443 FL03 5/1/18 4 A0193420 A04 5/1/18 16 A0193432 CAP 5/1/18 28 IA0193444 FL04 5/1/18 5 A0193421 A05 5/1/18 17 A0193433 CJ5 5/1/18 29 A0246549 FL05G 5/1/18 6 A0193422 A06 5/1/18 18 A0193434 D05 5/1/18 30 A0193446 FL06GE 5/1/18 7 A0193423 A07 5/1/18 19 A0193435 E01 5/1/18 31 A0193447 FL07 5/1/18 8 A0193424 B03 5/1/18 20 A0193436 E02 5/1/18 32 A0193448 FL08 511/18 9 AO193425 B03E 5/1/18 21 iAO193437 E03 5/1/18 33 FL09G 5/1/18 10 A0193426 B04 5/1/18 22 A0193438 FG2 5/1/18 34 A0193450 FL10 5/1/18 11 A0193427 CA 5/1/18 23 A0193439 I FG3 5/1/18 35 A0193451 I FL11GE 5/1/18 12 A0193428 CAA 5/1/18 24 A0193440 I FG6 5/l/18 36 A0193452 I 1-1J5C 5/l/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony 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. SERIAL # Page 1 of 2 3B BCA2 2100 0000004E 12 97 DF Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES '4 A FLORIDA CORPORATION RE: Job WRCSUCE No. Seal # Truss Name Date 37 A0193453 HJ6P 5/1/18 38 A0193454 HJ7 5/1/18 39 AO193455 J5A 5/1/18 40 IA0193456 J5C 5/1/18 41 A0193457 J5E 5/1/18 42 A0193458 J6P 5/1/18 43 A0193459 J7 5/1/18 44 A0193460 M6A 5/1/18 45 A0193461 M613 5/1/18 46 A0193462 MG7 5/1/18 47 A0193463 VM3 5/1/18 48 A0193464 VM5 5/1/18 49 STDL01 STD. DETAIL 5/1/18 50 STDL02 STD. DETAIL 5/1/18 51 STDL03 STD. DETAIL 5/1/18 52 STDL04 STD. DETAIL 5/1/18 53 STDL05 STD. DETAIL 5/1/18 54 STDL06 STD. DETAIL 5/1/18 55 STDL07 STD. DETAIL 5/1/18 56 STDL08 STD. DETAIL 5/1/18 P85 STDL09 STD. DETAIL 5/1/18 STDL10 STD. DETAIL 5/1/18 59 STDL11 STD. DETAIL 5/1/18 60 STDL12 STD. DETAIL 5/1118 61 STDL13 STD. DETAIL 5/1/18 62 STDL14 STD. DETAIL 5/1/18 63 STDL15 STD. DETAIL 5/1/18 64 STDL16 STD. DETAIL 5/1/18 Page 2 of 2 o russ russ ype ty y A0193417 WRCSUCE A01 Hip Girder 1 1 Job Reference (optional) Al Roof Trusses,Oort 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 1 11:12:35 2018 Page 1 r ID:?sOQvilzBGko2hFpRYib=Opep-zRO8EJclsA?sdS2VLK3xAUULeOiR5khF71DO3lzKv_Q T1-0-Q 3-7-12 7-0-0 12-4-9 17-7-7 , 23-0-0 , 26 3 4 , 30-0-0 31-0-p 0- 3-7-12 3-4-4 5-4-9 5-2-13 5-4-9 3 4-4 3-7-12 i-0-0 Dead Load Defl. = 5/16 in A.r — 17 33 34 16 35 36 15 37 14 38 39 13 7x8 II 3x8 1.5x4 II 5x10 MT20HS= 3x4 = 7x8 II 4x10 = 7-0-0 12-9 17-7-7 23-0-0 7-0-0 5-4-9 5-2-13 54-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.32 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.65 14-16 551 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.38 14-16 956 240 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-9-0, Right 2x4 SP No.3 1-9-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-94 oc bracing. WEBS 1 Row at midpt 6-17 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) 11 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 27) Max Uplift 2 = 825(LC 4) 11 = 825(LC 5) Max Grav 2 = 2494(LC 1) 11 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1262/334, 3-4=-4786/1601, 4-5=-5006/1693, 5-26=-4677/1611, 26-27=-4677/1611, 6-27=-4677/1611, 6-28=-6235/2189, 28-29=-6235/2189, 29-30=-6235/2189, 7-30=-6235/2189, 7-31=-6235/2189, 31-32=-6235/2189, 8-32=-6235/2189,8-9=-5009/1694, 9-10=-4788/1602,10-11=-1256/331 BOT CHORD 2-17=-1396/4255, 17-33=-2076/6241, 33-34=-2076/6241, 16-34=-2076/6241, 16-35=-2076/6241, 35-36=-2076/6241, 15-36=-2076/6241, 15-37=-2076/6241, BOT CHORD 2-17=-1396/4255, 17-33=-2076/6241, 33-34=-2076/6241,16-34=-2076/6241, 16-35=-2076/6241,35-36=-2076/6241, 15-36=-2076/6241, 15-37=-2076/6241, 14-37=-2076/6241,14-38=-1480/4636, 38-39=-1480/4636, 13-39=-1480/4636, 11-13=-1377/4257 WEBS 4-17=-220/555, 5-17=-268/1284, 6-17=-1890/692, 6-16=0/458, 7-14=-669/476, 8-14=-698/1918, 8-13=0/451, 9-13=-222/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) m 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 825 lb uplift at joint 2 and 825 lb uplift at joint 11. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 155 Ib FT = 10% 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12, 123 lb down and 143 lb up at 13-0-12, 123 lb 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 238 lb up at 23-0-0 on top chord, and 365 lb down and 82 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 82 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 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 8-12=-60, 18-22=-20 Concentrated Loads (lb) Vert: 5=-193(F) 8=-193(F) 17=-365(F) 13=-365(F) 26=-123(F) 27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F)31=-123(F)32=-123(F) 33=-70(F) 34=-70(F) 35=-70(F) 36=-70(F) 37=-70(F) 38=-70(F) 39=-70(F) Iraq nse tl gkr rt!urfY'A 117G 1Et11S d(.k i11LSS (ISi k xT.l,.[dLS,npENi hrr.-in Ay dasfpry!ntlns aal d an.su Nail is; )r.+iir+rys[f ueW lgYxpT.lsash;„t[td..04wi -e ,Iidess etlr: vis! od'i.MTN'.p i6td caaa;ds tsas sadl I-iht de TIP la x tdil. Ail Ross Nhip bghea_ SfdaNtbqu:;,9!udkai iGD.agrrmtunapa:edr,irdessfud eq eriq rettuskilrtP4De kiratks:ar,t si!s-yMuM NP ut7..rANI .Ththiga assrnp,!e la:agoNwnxS sdsdAry-gr;ChOny T. TOmbsi:IlI, P.E. eaisadap Tr *';irdulNgh1k,rasgus,kimdh.!G ur lh f1m*"da•adagemr 14 Win 9!irn' b,,awl oft, 111 ee R( iAthzk.'4W'm1MI1`h4p.1am, TOWi.hliu 0*T—k'l6n se!q, nstellgnutk as aal Mre a[{n5,5:'aw!f ff_8p093 k tsh6ep G!snrss mal (ima'um N!iue,.a a'I DII Ili Ill Frames M pIlIl sIth kidlig( firmed Srfary LTarnchu d(sfN Elske ar T"WAU m4d'agaers1pirm,.To4k.s-k-rnf-ItM.a..'W"vtO:'sslksipnt s,Geq",.agien eai ira;idaaalaenn:uusi 4451 St; Lucre Blvd. a3ttnsNEfiiee lte( aq:ed aged enua rsmq Ai dl ip;rts incGref. balm b ;gnee,!. NGi tx dmtTag C!;:asr, l.as S!sttn apaesrara d9q. All ealq.rai Y.m m[al let:dn[7Li. Fort. Pierce, FL 34946 epytighltD2016Alipgtfiosses-Anthomyl. Tomb* 111,P.I. RepiolunioaofIbisdnnimem,inaryloan,ispro5ibpedwilhsNMeWritsape!missioehamAlRoolTressesAathonyT.Tombo111,P.L. cif 4x6 i 3x4 = 3x6 II OADING (psf) SPACING-2-0-0 plate Grip DOL 1.25 CLL 20.0 Lumber DOL 1.25 CDL 3CLL 10.0 0.0 Rep Stress Incr YES FBC2017ITP12014 3CDL 10.0 Code LUMBER - TOP CHORD T2 Zx4 SP NO-2 BOT CHORD 2X4 SP M 30 WEBS OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD applied or 3 8 13Structuralwoodsheathingdirectly oc puriins. BOT CHORD Tied or 6 0-10 oc bracing. Rigid ceiling directly applied MiTek recommends that Stabilizers andrequiredcrossbracingbeinstalledduring trusserection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 1260/0-3-8 (min.0-1-8) 2 = 126010-3-8 (min.01-8) 8 = Max Horz 74(LC 13) 2 = Max Uplift 357(LC 8) 2 = 357(LC 9) 8 Max Grav 1260(LC 1) 2 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-70910, 3-4=-2162111, 4 4-5=-191811412, 5-6= 811412 6-7=-2162/1409, 7-8=-70910 BOT CHORD 10 11=10345121186, 8-10=109211904 WEBS4-12=-941494, 5-12=-4631310, 5-1 0=- 4631310, 6-1 0=-941494 4x6 3x4 = in Well Lld CSI. DEr Vert( LL) 0-12 0.361012 999360240 TC 0. 62 BC 0.70 Vert(CT) 0.7510-12 0.08 8 478 nla nla WB 0.46 Horz(CT) Wlnd( LL) 0. 1612-15 999 240 Matrix -MS 2) Wind: ASCE 7-10' Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.OpsC1 Encl., BCDL=5.Opsf; h=25ft; Cat. II; Exp GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed bers end verticalleftexposed;C C for memLumberd forces & MWFRS forreactionsshown; DOL=1.60plategripDOL=1.60 3) Provide adequatedrainagetopreventwaterponding. 4) This trusshasbeen designed fora 10.0 Ps bottom chord liveloadnonconcurrentwithanyotherliveloads. 5) `This trusshasbeendesignedfor a live load l areas whereof20.Opsf on the bottom2 00o w delwill fit between a rectangle 3-6-0 tall by the bottom chordandanyothermembers. of 6) Provide mechanical connectionb withstanding others)) trussto bearing plate cap able 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 10% NOTES- P'de nn {dlx;l ltrX, rE ldd lurlt, udt,, ud edddrtBtlbP u; id le ne'Elb+ahuld lilt tx['X?asunpn! Itd !uldnxt Y ,. 1) Unbalanced roofliveloadshavebeenconsideredddd txwsi, t! ryawy niartnen IDX ! n ds u xnAa.e d to pd sdtad asx in rzsNnIN1aP x! tots }su not sail l s Y xn tag he.; yyMnn xvz liceaiq-flea• >< ! al hM Etn A ud x, i a dtln t,OA xd mbeli s dmJnst ilsrt Wdl'9:s+qt t _ atu SII7Cits3'ALLEI 6tXi,i lE1x56[ i11CXt (R7 K Snl XXC%: aMEX ftc XrX 3•t i4l rcnnm iTt sad s:eih 1k RXnx 44'1 xs besln h{Isld i sql. ElyMo at 181 adi{[i al? dd Rifell'thd?'dLL R Id X3:'1..t1iM53 FA1lt RdfCSd.I IS t5ij1x I8SS Xt5'.i ut artk{ IirtXshotunddhsltE n?R nl neh l kills f n[Rtl.'At qpa _ edsdeli. 'u nr lnliitc ne esi dalAYrtk?a n1E4Owxis ><amult,s4sn _apaenr.,,64 tJlcaiyf a'nsttmddnd iain 1. nx ['M'. Uts¢at un (er tro All x t usn not TallrA tn/binS ad pi4 s lMttXWy (txixtd SdeYf lrn nd IC4CN IFkdviu fond XYt. drta tpttX naxmhtyk id'ntn r7. iXelx ,xix.yi oppigM rJ 20t6A1-Agattmssts-Anthony l.Tomholll P.E.:eprodutiion of Jb sdocument "any Iola, is pwbibAedwithyNtbt wnflen peimtssionham A -I Anottiesur6a4ton T.lombo lll, P-. Anthony T. Tombo ILL P.E. g 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 t. o russ russ ype ty y A0193419FFeferenceWRCSUCEA03Hip21 optional) Al Roof Trusses =ort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MIek Industries, Inc. Tue May 1 11:12:37 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-vp7vf?e?On Fatl BuT15PFvZjAq PHZmzxbci68ezKv_O 1- 0- 7-1-8 11-0-0 19-0-0 22110-8 30-0-0 1-0- 0- 7-1-8 3-10-8 8-0-0 3-10-8 7-1-8 0- 5x6 11 5 5x6 II 6 Dead Load Defl. = 3/16 in 13 - 11 3x4 = 4x6 3x4 = 4x6 11 4x6 11 11- 0-0 19-0-0 30-0-0 11- 0-0 8-0-0 11-0-0 Plate Offsets (X Y)-- 12:Edge 0-0-0] [9:Edge 0-0-01 LOADING ( psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TIC 0.76 DEFL. in (loc) I/deft L/d Vert( LL) -0.58 13-16 >622 360 PLATES GRIP MT20 244/190 TCDL 10.0 BCLL 0.0 * BCDL 10.0 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 BC 0.59 WB 0.19 Matrix - MS Vert( CT) -0.77 13-16 >465 240 Horz( CT) 0.09 9 n/a n/a Wind( LL) 0.36 13-16 >995 240 Weight: 129 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-1169/55, 3-4=-2186/1561, 4- 5=-1968/1385, 5-6=-1800/1341, 6- 7=-1968/1385, 7-8=-2186/1561, 8- 9=-1169/55 BOT CHORD 2- 13=-1261/1953,12-13=-961/1800, 11- 12=-961/1800, 9-11=-1266/1953 WEBS 4- 13=-362/394, 5-13=-152/438, 6- 11 =-1 52/438, 7-11=-362/394 NOTES- 1) Unbalanced roof live loads have been considered 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.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 81 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard Word" ner.tUntlh lie. Ix YI krTIS:i"SEIIECI,GNA_IAE Rib ctat,n.racrouflll I.,h<Ay kup F—et S eM l.I eds n Cas Liss DFvD,.y{If In IN ldln"1.h.6iU. tdxtat%itIm tll. Dden tiv.iw udld. IN,IDD, nif Aitd- 1. ryes NR at .-I"I.l6 Too a x.dd. 15 a Tl At:geI*-Ie,Smnln EmsI. sn .,,INnd.Too!er—Krus!audae.Fil"Itnfrefa<lneg u,ree4dlar l• Ik ftslad at snot Ris virld n dt ND nM_rM. Ink 1k, utinnvanitt Won; Minws, s fldiDry Anthony T. Tomho III, P.E. A'. dxi hn•itI! WWI! js IN nsfni&oy dgnJnn Mt P.nr'!"a nlrsa r Ydr IN N""'; lMted In s Thy' IfA`DDnl In!hli is oMlrrss.1,64 wilhi wit esMldn odtn Ia>t M N"5nl:Ii d, ;r 80083 INIIA1:OOesgae as [c7, rrcb All x t'-W[111 tM ltterat-a7D t4 -III, l+idiyusfined Sdeh q!nellu i(S rn5t,ht4R16 l.,t$tlr,,Ikf,",I t.Dt.F.E.O,!".t T,,i fu ,C.x..i.! 44515t. Lucie Blvd. f e3xvuldieMlre'ed:ede,eM ptfnxlmglfdlfMhslnwlt7.Iiela xT.x:ylmli,4Lihe6altagCe.igttl.nlnlsSysza=afieurr:oraru9af. dlleal .sderasaicsldaelalnl. Fort Pierce, FL. 34946. optiigh1(22016AIbalTiusses- Anthony 1. TomboIII: P.E. Repodudial of this dowinnin, in any forsin, is finihibiled without thf miften ptimission hoosAd goof Trusses -Anthony 1. Tomlin fit, PA. o russ Truss ype y y A0193420 WRCSUCE A04 Hip 172 1 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altn ss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:37 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-vp7vf?e?OnFatIBuT15PFvZfYgJLZmjXbci68ezKv 0 1-0- 6-5-13 13-0-0 17-0-0 23-6-3 30-% 1-0- , 0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 -0- 4x6 II 4x6 11 4x6 I/ 3x4 = 4x6 = 3x4 = Dead Load Defl. = 3/16 in 4x6 II Plate Uttsets (X Y)-- 12:Edge 0-0-01 [5'0-3-1 Edge] [6 0-3-1 Edge) [9:Edge 0-0-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) -0.45 11-20 >799 360 MT20 244/190 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/TP12014 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 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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, 9-1 1=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 7-11=-465/531, 6-11=-222/498 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard wormin hear tlnatN i v!it "SIOC 0 S3;"S[!!EC: &N3„ IEtf156( r{fiLNS Uti Mi Al rNACA' ;MEN Ma in6f 4usw EdrndnsMnel rA sa iasl•ru 9r.p fia nt tlC?-aelb tdlafi. i, d>; IE td .n:t Yni lire r tld :eMu nilddade lN@, ee'i r4I c :hi EreJdksefheNxOhhxdY.Fe II.,OspEpnay yrliMEdp?'2sd a)IDgreereeaseaava;esdtiepfdrdewhrirerspnlliloE'ohelesp.dnnsrops(tse.,adapt.UDalt,rdalA-I.Txu,,taasnnMeashax•:apmrs;s.ndiliry :TOtni)oTII P.E. trd da;s arcs hw rtwifa ifit f iklmd.x 7,nn tk Ovni erAin .e rrarhe tdid rg yr.. ot:'a,ahAdia it.aa `.aih hdk NS.-dr a.+IxL ;1r q(<ne do Og du:ikd dh uss: hd do lsd' ,s!agr tlld rta.r ud; e[(a4bJ:hd AnthonyY ' ttt tw eat Reshoe oa(fCMe.,i.ae se a,er&.11gi a11x traun m3 gri19nesdnet Tay! iniied Sdm W.-Mut(frtilivin 4 M.'d Stu nzrd—gfir Vioal04 TP1u.m.0ir r:pmeh,,.9.infl.t:nrl4dpr,t.s;8rspu nnafnss Mar"*. ',a!er. ff80083 e'ks+nu ldhd h o r-*w1 eei epeh vrAi 1 al m:rs iudnt uern,. ^e p, - - .. 4451 St. Lurie Blvd. 41 M M f 1 ngemnNGi taLlaf R,.p-¢.!u ). r.s Sfska Egnnrror aN4. tll rotyrdaras ntn idxdnfgl opyright 02016 A-1 Roof Uusses- Anthony 1. Tombs lll.PA. Reprodudion of this doamtnt, in any form, is probib0ed without the written permission tors A Roof Trusses.; Anthony T, Tombo ill, P.C. Fort Pierce, FL 34946 k oA0193421russcussypetyy WRCSUCE 105 Common 5 1 Job Reference (optional) Al Roof TrussesoTort 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 1 11:12:38 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-OOhHtLfd95NRUvm4OScen76tQEeT176hpGSgg4zKv_N 1-0- 8-0-0 15-0-0 22-0-1 30-0-0 1-0- OO 8-0-0 7-0-1 7-0-0 7-11-15 -0- 4x6 II 5.00 12 4x6 = 6 Dead Load Defl. = 1/4 in 3x4 = y 4x6 = 3x4 = 4x6 II 10-0-15 19-11-1 30-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard 6wdgllets pam/dsr.!irr tYe AII]GIi!iS3;"SELLEt'sG:d-ni fEW&(r. dEIGAt(moxS dncl;. if[ nodENr firs, iernd 4dn datnders t,t reel e fswsdsirfss3tsgiArrrq sR:?'ue Na Rtllxt7.lxJs„ILldafxt Skfn ka:efs.. IhL•ssMhritf sldHrtde 70h, edy kill etmemtI.";sun t—tNr no DO O se.dil: ist iixs Desigt kpkftd 11s,400!Gox;:mi5idausI0D rep.w, se xonta"llelN!ssind egxfetigffsNesiNloPit de lfsgartk i4sdfTm,hVO4 fe de TDD ah,W.TM-114 Mir, I." fu M.L wdiN.ry Anthony T. Tomb07l1, PIE. ed neddalrx kutguNia is fN,estx•,dlm dtk ]stet fk Owai yer!a ,.fi fgepnlUl Ilrq Bfs ga•,ana unddsa lt(: sett Id hdofi{;fa Nee'PI. Ot fFi sdde'DDal to MJI s dn!tass. ail An &ad:;g. sterayf tshlidumeh ,•ud Mb!.reS{Sts.5l.h d. - 4 80083 IktxMrs Dfsrtrce'ttA CAP'.vlAll .1,C.Mm Sdeir isa ml t(SI NlIIsW M TNASNA used atom p-1pi4a_ R ltfi.;t; respsse nes a,4i>sm'iflrnilkiigter tes. ne.g top !n etd ln!s MxMtttisd; mess 4451 $k. Lucie Blvd. f] fssiu ldieftlp/Efsea tpeid+nfu xrmgIs dl jptm,mflid.. ietia _.sEq..is 401 de 1AW.1Gts:gau nl..s Sssua:yifterdarstdAg. 111 tm •d;selarm di Adeda R11.- - i'Oft9Eer[e; FL 34946. opysigkt 101 A A l root Tinsses-,Antkaay i. iom6a III:P.f. Repsodnitioi of tkis dornment, in any fosn;, is probibned without Pot wrifleo p rmitsion hom A-.1 Roof hisses. Anthony 1, Tomko III, Pd. Job Truss Truss Type ty y A0193422 WRCSUCE A06 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com a 6-0-5 9-0-0 110-8-0 6-0-5 2-11-11 1-8-0 6x8 3x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:39 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-sCFf4hgGwPV 163LGaA7tKKe2Dd391 cvg2wBDCWzKv_M 15-0-0 21-0-0 23-11-11 30-0-0 31-0-P 4-4-0 6-0-0 2-11-11 0- 4x4 -- 3x4 = 4x4 = 16 14 4x6 II 3x8 = 5x6 WB= 3x8 = 21-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.79 14-16 454 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 14-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/249, 3-4=-2248/1576, 4-5=-2086/1470, 5-7=-1723/1251, 7-8=-1904/1404,8-9=-1897/1384, 9-1 0=-2056/144 1, 10-11=-2244/1560, 11-12=-726/240 BOT CHORD 2-16=-1290/2006, 15-16=-1367/2180, 14-15=-1367/2180,12-14=-1281/2000 WEBS 4-16=-187/257, 5-16=-249/471, 8-16=-462/344, 8-14=-346/369, 9-14=-290/509, 10-14=-174/296 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 8t 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 336 lb uplift at joint 2 and 413 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in 0 th v 3 0 Io 4x6 11 30-0-0 PLATES GRIP MT20 244/190 Weight: 150 Ib FT = 10% Kdeq llece lia"P. racer Fz'S I I]GC Tim a ( 49IILf} tdSli k K11, [nCA;>35MFNr lit•. y0cT kup ld\•drts ml Nel wt•c n tic Ni: 3Nso D-iq tit', W an U ltef 1, lcsJt U11 IT Id—, Slta im-- Ulm, edn+ise date n tit lD@,nip M'l xtuunor, e• aalY it/fita•I)al II A t ns 9esi1 h patt!Ind lEf E. irt,p\Sllllpl'e'Nl dESI¢AWIAFSW FI !f tttitd \e Rt 10n ae rdd l!''rl.Tr\.Skt i5fl•tnN. Itta El (ndI1N!. f11IaAl'/ Anthony Temba.JtI'?.E. Etou" MMItfENM? n is It Nl TDO79t.Mtu mawaua ed s dAsin 4 Nldlinii tle leceu dlm a'k9 et,tk Ornisttm Ny.,ve. Ile lEild nets pt Gx.ENtrdaiii lM. S. R! 011elvdl /;eo!Nt to R^.I. 'It yln dlh oo mp NltNu s aM cc •'1 Rn tr+1..sx!gt es II\rN ae k\:r, ua,k o Ntµ•vl::na y : 80083tkW.; dts s mtnrxb All u.e•rtelIX iix pxi!t. dp Wtsdne ti lGryt /M aSdtP'IzT'•d xM pll ske 4t l nl SlO ll..pax _ d{p ltedaaaJK.1P'ILFI{fi ttSt141.e,Al56f Ed1.S 0 y.Ief!!451jN1, I\4; 9e!'¢JfYM nd Elt.i MA N'Mll q:Ni 4451 5t. Lurie Blvd. Fkffrfn dditfi tl5 tYta\gNd tN!•Yrniq ti dl pr; ES INGif3.. set lR!ik ..>!\Nf .i tGl EY E94J1.Faipd..Nl fSfz2 _gltN(r,f MN,4y. UIEae::tdTMdflSdetaNlnRli,- Zi fort. pierce, FL. 34946 aprright 02016 Ad Roof fiasies: Anthony 1. Tombo Ill, P.E. Reproduitionof this document, in any tarsi, is prohibited without the written pemission TomAI Roof TpmsesAnthony 1. Tombo Ill, PA. Job Truss Truss Type ty y A0193423 WRCSUCE A07 Roof Special Girder 1 1 Job Reference (optional) Al Roof TrussesofFort 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 1 11:12:40 2018 Page 1 ID:?sOQvilzBGko2hFpRYib=Opep-KOp111 guhid9kDwT8tf6tYBAA1 Kamzw_HaxmkyzKv_L 1-0- 6-5-7 10-8-0 14 4-0 18-6 4 23-0-0 26-1-3 30-0-0 1-0- 0- 6-5-7 4-2-8 3-8-0 4-2-4 4-5-12 3-1-3 3-10-13 0- 5x6 = 4x4 = 4x8 = 5x10 MT20HS= 3x8 = 6x6 = Dead Load Defl. = 5/16 in 5x10 = 10-8-0 i 18-6-4 23-0-0 30-0-0 10-8-0 7-10-4 4-5-12 7-0-0 Plate Offsets (X Y)-- [7:0-4-0 0-2-2] [9:0-0-0 0-1-6] [11:0-3-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.31 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.61 11-12 592 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 11-12 999 240 Weight: 172 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T4: 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP No.2 'Except* 62: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1828/0-3-8 (min.0-2-3) 9 = 2771/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 540(LC 8) 9 = 929(LC 9) Max Grav 2 = 1828(LC 1) 9 = 2771(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3626/1083, 3-4=-3324/1033, 4-5=-3308/1021, 5-6=-6026/2023, 6-7=-6026/2023, 7-8=-5794/1941, 8-9=-5797/1965 BOT CHORD 2-14=-974/3266, 13-14=-1590/5317, 12-13=-1590/5317,12-21=-1684/5400, 11-21=-1684/5400, 9-11=-1721/5230 WEBS 3-14=-316/299,4-14=-662/2256, 5-14=-3048/1123, 5-12=453/1014, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 2 and 929 Ib uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 238 lb up at 23-0-0 on top chord, and 1522 lb down and 540 lb up at 21-4-12, and 365 Ib down and 82 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 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-18=-20 Concentrated Loads (lb) Vert: 7=-1 93(B) 11 =-365(B) 21 =-1 522(B) Wrt, Flnsetlmnl 1 mu, Nie AI Ur. Ii011slitEE A.&NE11i Ti1x5d( hd116g}(1}i ;xs G1.l ,l.edLA`;iDSNFNi Ina;. IndC siga imanden aM ed ai Nast. :3r.pD ay 1D:, ers lfa Aadceil:IwJa ,tE ldnext Yn!artee E<,. Udess eNe nzr dddnHe iDD,evt kif, kmnmr Ff!e.sddleased da NDD Uae.dd.As, T-ossip Egkeo,..<.ae,nDe[adaer;.tlesed at nyToo reprani eo mana:e d lh irllno W.ew.rrne!,W, p§f it, fislaulkiwg't l :s iwmdu 6,Too aalr rain g.-1 &kslgaainnpna ., laae:y uum.s; nddnh7- . Anthony T. T^inbo `H!,. P.E. mtiesednsl4anlainstlerngx•aalards47xe.r Me Ownr sa.!e rnai..ntitle lailm Desilee•,od# Wddfai ld(,aw ndtl I dkrid nle Mla'-1. ik y'r^ dtle TDB ed do held s-dde lass. ran bmd .a!rye uteDatia nd na sad har rnFrasf :Ir d: u. 80083 ns F.,k!ea ptseasMlt+rnxi d e.,<:r„e Re70t!Mlae lrxnaimi pol es attic 4NNy(aaiwem sdah, hra emu t[N Nitiskd ar ial cal SlU x=iety!xe0ger gemd aidu_le lairs:3e nzlaes a, hes nl rnd6al!nsfksipa,l essin:{a ugixn sad lnssMaaAaCaes. aDss E451 St tu[fe Blvd. e3e! xizr idi'm 1, I G9radapeid+an uxmpl11 iMas incind. lseTiesNr?frf-r!s INNlud.g liu.vpu,arie.zsrn,bliaz<rrmr onlA:y. Ill sogJd tMaerainacsdehael ra ill l.- Fort Pierce, FL 34946Z. oPytilild02016AEIRootidusses-Anthony P.ToraboIII, P.E. Reprodp0iomoflbisdomnerd,inany form, ispiobibiledwilbeinthewrittenpermission from A71 Roof Tresses -A6tbon+T.lombolA,P.t. . o russ Truss Type ty y A0193424 WRCSUCE B03 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 1 11:12:41 2018 Page 1 ID:?sOQvllzBGko2hFpRYib=Opep-obNQVNh WSOIOLN Vfi bALPIkUeRg E Va_7W Eg KHPzKv_K 1-0-q 6-5-7 10-8-0 14-10-8 21-4-0 ,22-4-q k 1-0-0 6-5-7 4-2-8 4-2-9 6-5-8 1-0-0 0 4x4 = Dead Load Deft. = 3/16 in 3x6 11 5x8 = 3x6 11 I9T0 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)--[2:0-3-0,0-0-4],[8:0-3-11,0-0-41,[10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) -0.17 10-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.35 10-17 >726 240 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.06 10 >999 240 Weight: 96 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc 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 = 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 16) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 3-4=-1433/1075, 4-5=-1 127/850, 5-6=-1 127/850, 6-7=-1433/1075, 7-8=-923/55 BOT CHORD 2-10=-832/1271, 8-10=-837/1271 WEBS 5-10=-394/604,6-10=-370/444, 4-10=-370/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard Wotan flert 1W.Ju!nliew ep'd I I30LIDOCSIILIMGEri1RI TEIx5WWAICK, flslux ft1.l,.deLdiDGNiv, I'xa.; iarfr 4up tdw9ers,tlni p7zs pYdi7:4s:'De :p DimylTR""; tti llz Rolpp l.I aJr „IE tddex,?R'ei r..e•e a, UFL•ss 0.''rfsrndeWk TDD,4i Nil. c+exmrrFe adl a, se/hr Ne 12Dhie did. is F;tns Daip EfNpd cdr ,m boa >s a,d p.IDD'gn:MseF nnoaa 0t4 trd sspfd ep eip rs{pslplatn ktl sneolM S:x$r I, se:4.nd u.Ilf'CD phpda Tt, I. &tSpa,ss.npi,n It(pNllpe. sntalaer Anthony T. Tom6o III, P.E. Jlong,Tm 4pstdlimi,t4 rat d,Uddth,04er,IkeO*,n;edv cs n ,NWim!DnIn" tx:uhnelMWEw2Ip11f MidkA,epft oa TK 1. 1 aft W4NMWin, On! Trrss,hi,ftpknd;y.mne shlloaa ikue.M!s enaie<tpy5:l:No. - 4 80083 tkk=k4oDaiera ,p fco•M. z ,,e;.e;ntlAtDl pllx t,nlcis--a9DW,s eln, t.ildi4t (,araao So gLTFmn t(sfr ksM7nlr1 eal i{Ltnr:doddh'3rxrdids,c.iP'Ikips+:espm4 nesud 6+:rs e'lelus l4iyFer lirss k:uazn sa9ln,SNm(deeie,p!rsi. f.Mrise l,fnNt ee,dreac e[n 4t,cnxTai 1 tll mas mraFed. iSe Tpa:YnaE m,is lLi!x {olio Dai c,rn7i,w rim pAA .3A( 'iota*m n, as delmflh lltl. - - 4451 St. Lucie Blvd. s F 9 r i >!' i pogo krsss t r q Fort Pierce, FL 34946 opylipht$)2016AlRoof Tiusses- Anthony T.Tombo111,P.L Rep,oduainealthis dowmen{,inany fo(m,isprobih0edwithoutthe writtenpt,missionhomAlRoof Tresses- Anthony 1.lomho111,PA. Job Truss cuss I ype yoB03ECommonSupportedGable Q'ty 1 Job ReferenceWRCSUCEtional Al Roof Trusses;d=ort 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 1 11:12:41 2018 Page 1 I D:?sOQvI IzBGko2hFpRYibzzzOpep-obNQVN hWS010LN Vf!bALPIkZpRvkVdd7W EgKH PzKv_K 1-0-Q 10-8-0 21-4-0 22-4-Qr1110-8-0 10-8-0 . 1-0-0 4x4 = 3x4 is 24 23 22 21 20 19 18 17 16 3x4 is 5x6 = 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 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP No.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 214-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-11O(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18,17,16,14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271,8-9=-115/271 NOTES- - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the, truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise 21 CSI. DEFL. in loc) I/deft L/d TC 0.08 Vert(LL) 0.00 14 n/r 90 BC 0.05 Vert(CT) 0.00 14 n/r 80 WB 0.06 Horz(CT) 0.00 14 n/a n/a Matrix-S 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110, 16=104. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 5 O Io PLATES GRIP MT20 244/190 Weight: 110 lb FT = 10% inriicatpri saaoi N:ets 'setyzt.tit'. to A lUr tU55E5 rS' r' tl tl:t%>t fXO?N eS LW% tUTt ire.:d!FDe.Y.Srk>a in$!ekrpe Nxsaeres Wfn/Wes [a %is nss 6a ptrrav¢„DD 'x l4haar i. EraM ltf IsEettoaiieei tetp s•. 1sJe ic'se tt sM+en Yi P9, o%r xeaerr!an hot d as !N nk ,ud as I t,. ,o:ya a t.sp,w n : xa ra,taeas;oxmM[ a Nat,s«> a1 t r[etas na rc4r4a% r [dypd 1roed,. aw!n! r d spu.e aaap::s xk:ua Anthony T. Tombo III, P.E. ud ned!ti;3r rs la vrR i; ref"id4eL'a..teurgisMht.elpaa':t4.3at;'*,.w;;nhrfta't4a Xt 1t4 pe UL a!'t<t[I Drti@q itN fPld.ra?tpNnrl t'e tOmmittlt trts rtt ,t, mAy aapol. sM t a.fo e:nt e9liagAeD is t+isaasd kl ¢. 80083 bebi%'ult#zpe ! wnarx AB wits elrgauiD saT[preesrdp4ta talhttm-sDr imtiS%#s.r fait rrw sift NneSEt6 dan+l ut glriim; Plltdaii7t<.e,1 5mi e.wllms%ixs„t::gee,,.ixssbeepfrgeearid n;s%pahc'xer,ra!rrs 4451 SL Luele 81A. rlkntiEk:atX e,rfxYrddttd rpearr`ag k5 a"pfi Sn cl x..GiirirDenp E+yeett is_kU he Hdtal Lce;gau,a rssiniea [qix dmenlfiy, i:!trp4b.tl l w.aii teficeta iPFr. Foff P lercp, !L. 34946 opydg4C2016A.IRoof Etesses ActhapyLlomba111P.E. Rrp,odonioeofIhisdo;omeol,inany lmm,isprohibitedwi!hooi!herOeo'peimissioeIle. AIRoof hoses Aathoayl.InmboIII, P.E. Job Truss Truss ype Qty y WRCSUCE B04 Common 4 1 A0193426FJobferenceoptional) SHIM y•.o:,:....,..::e urr - uv It <Uer Ynnl: O.ICU S NOV 1L LU11 MI IeK Inaustnes, Inc. Iue Mayy 1 11:12:432018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-kzUAw2jmzd?jbgflp?CpUApq?FMfzUUQzY9RLHzKv 1 1-0-0 6-5-7 10-8-0 14-10-8 21-4-0 1-0-0 6-5-7 4-2-8 4-2-9 6-5-8 14. 4x4 = Dead Load Defl. = 3/16 in 3x6 11 5x8 - 3x6 11 0 Io 1U-8-U 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- [2:0-3-11 0-0-4][8:0-3-0 0-4-41[9:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401 /606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=245, 2=274. LOAD CASE(S) Standard uaolY:reM Snit e,etM ti lC7I'tUSS"SFr' 4GF I-U(Si:l'.YO:fJA1 f QN^M.i"AtCeOk!E06k'fl't,!e.lrrfi Hs'sa Psaxenrsmire,l MlcutNs'msG!s,+(e w,';IIDei!+!ta?uri. i!aM I@,lF. itfereu!'vxt i[hre es! .kir;; d5n-srs<suu4e i:g, td. Yv: i uaerb!lldl sMllt sdha t nh t d tha 9 ¢ alueer,i. Sleraw .olme r+,l& xduagt Jr!>• etisu a!2pheedeM gds aaza :uerx! slue aiin to 5!i!spd!o-!snlie ski..^,efw 1:}adr. iaw Ill 1. to ks gu ;;.at^ws..:!aipl:aK^iau,;;rt3;mmi:dlti Inssiat,e+b a6y i;'se:espn •r.T dRe Caen, h CaafrsrvRar sa agmx 3rG zxy 3, ,+,.-. is de;b5'fl,e 4f ltt, rinlh aX e talS+P.liy:k!m1:%d. (M allrasal a'E», 1:6 ak cs fiale udl4e fiat; ieiaky aailiai, slue, ,s' awF becay B!111e n.:e:wsitilnd Anthony T. Tombo It ,: PZ a!t it lnesrllx aaf,unr.Iw. to alas dMe ti .ul kepus eet yrs xr r!! 4x:L.+y:Esl>aed Sduh ldei+caylS ae. wit Pouf Skl re s`e!ewM le l dlriln::e Tits le6 siu rf.tuuural:.ksWtd+ndxtz„:e.:ane:: ssC•evlr tegeeu W.rars Naulsf:d, rmle!c - 80083Zt14r.,e k!+eah ttnGKl apuf qx _m94s a:; plk;m In :rt Lass Dl. p.•yx r.nFJ lie tarlt" tk,q-. ,i Sn4a.ilw, dw. keJ{u1 ifryildr,.i I—oe letuuu TM,. - 4451 St. Lucie Blvd. Fo Pierre, PL 34946epprighi;70idAlRoof Trussec Rrthooyi.iemhulll,P:€. Yeprcdn:lionclThis lls;xmenbiri any lmm,spmhibited»ilheraRhewnttznpelmrssinnhemAIgoctirusae,-Aathosyi,inahn0(,P,E. Job Truss T russ I ype ty y g0193427 WRCSUCE CJ1 Comer Jack 6 1 Job Reference (optional) H I rtool t russes,e-ort rrors:e, r .rtawo, uestynl,a ntuae.wni Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Mayy 1 11:12:43 2018 Page 1 ID:?sOQvIlzBGko2hFpRYib=Opep-kzUAw2jmzd?jbgfl p?CpUApu?FbezX4QzY9RLHzKv_I 1-0-0 , 0-11-11 , 1-0-0 0-11-11 5 4 v 0 r T0 1.5x4 = 0-11-11 0-11-11 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 2441190 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/TPI2014 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 BRACING - 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) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 37(LC 9) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; 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 fora 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) 3, 4, 5. LOAD CASE(S) Standard Rceaig llerst tlpwgtd,f litY ltt A117C II iSS rSECEEtx&N.1,: iitN56Ln tIIL1i [1S1JM 11,n![aLg'i.^^vot@r lNe,Ittilp deiip lntnNtrs ad ie<I aN smtki leas an}rht y;l[*u;MNa Adlws l.laa:i:., tE lNueme SkYitn. .,. @alessalM.ist ddd tt lh lU@, ah tl±ler—ow,tre Ad!4.WfebT10 I. x,W4. As, Desgt Eienenl <x.ntriEwar;, q: stdnalj !'jusensuce¢@!m:eeftk trnl:ssluel eeg esshe Et;'asllilep'r•Ih des Bata he vey¢It stq ttl to dt,@@shsde Tn4 hni:g±nstnpit hdy<mands. ndddM Anthony T. Tambo lII, P.E. d asedtisr `ce ut tplfin is Ehim@wvNlfidpx aauelhOreei`i dw .dyzarlh lnlE @evpr.,n5t;tdenditt lt(; dt dC s/IS htN lxlsz!W ad t%I. 9e 4M 4th TOMn. hellstdh'r.se, nldq lmdN.;K!rye uhlldw al kt:n ±d,h!E¢resksvl:!ard. $.80083 thl h:tj Dtsm micectht:Al., se :r e@ei@@tWh, polnts aIP40 selk,Wittl6irttaM Sdtl!M±nelu tCP ptdiskdNri±dlW ut.?elw.ntd`d3-4 pilau..l11.-1Ots:respos.t:.lieshlduhnd3ttrrss[aiiEter,lr ss Zes sn xii etirn!s MaadtC_!ei.n s 4451 St. Lucie Blvd. i4HYRt IFIhN I!4'A9'WtpHl tttt 11%SAIry IYd tM 61F1W1Et 11¢TR; btYl:nN(bM,cr!xsuu,atG sp;a ttsr,raa_nlhmray oedaa t@tro.drab•osuiai lera¢un rn i. Fort P;erce, FL. 34946 Coplighlo2016A- I RootTiasses-Amboy1.Tomb*Ill, P.E. Reprododioaofthisdocument,inanyform,ispro6ibiredwithotathtwiifteopermisis ho sofA-1RoofImsesAnthony Ccombo111,P.I. Job Truss Type ly A0193428 WRCSUCE CJ1A corner Jack 2 1 Job Reference (optional) Ai koor trusses, von Tierce, t-L 3494b, design(a)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:44 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-CA2Y7OjOkx7aCgEENjj21 OM4yew1 i_KZCCv_ukzKv_H 1-0-0 0-11-1111-11 Ir, 1-0-0 0- 2x4 = 0-11-11 0-11-11 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 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: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASES) 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. 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. adq-flemeU'ghlr'H. lre'A 11W RSilrUll"'90, 11915 (gRO, (g17M Nl,laA,[ILA,.r,d.Egi In, Vefut de;igt gatnden ad,A mlm Wi ms!Dem'Dnvig sIR.w IN A0ker11.4, „!LId—,%.6dxe-Udessat ne odeda tk I3,.0 wi Ai pvc Adlo—Itmi INnx dil Fs e'tns Desp hghex efl Mtt Gdet.r p std tq lttD ogre msxx¢sn:r tJPe grdKx uleq eme e,gensilttnf:rnt ks:ladnt s:e¢st siT.xlune'O7 hulai 1. &r -px to <Ix!'u trWntt sraYimt rd s dos frs ktnldl6!Min psi Udy dlle Oxees &O- stde regeozlle Mimi Deslrr,aN rml d me lif:^tez: ad lfe k.d F;,l-t stile red ix t. l0e C I N tDD ai m kw xe dtn'trss.' 1rdgl A, zxne iuldldix at ax'rsad 5t!ns n. Anthony T. 80083 lIS, P.E. efl i 1 r*.. "ts « 80083roFlvhnpOnyxnsCsavrNi.d.re es eee; It the lDt md ixponrzs of gxl lnesdneT ilGq[tareatd Sddi erraetu g(Sfglfst+d i9lfl oM SlU ni.•ela xtdM ltamnl P;dax TP luxes"E!rrsgenss nei eslr:ivsdt=iress DesiprLss fr.:,.tglrza al7se:s YaulttMx. aki: :,451 St Lucie Blvd. r7xriu lditte lls ut,e0 tgxdimuxraiq ltdl gtn es drel ite ins eNs.giteet .; lC7 tae 6.nd.tg Cr'gaa.:xl sS siea.gitxtdalsrtlAq. All n%du.gh,.—g' Until nth l Fort Pierce, Lucie Blvd. opytighi07dldAIRoof Trusses - Anthony i.TomboIILP.E. Reproduction ofthis document, inany form, isprohibited without the written permission homA1Roof Tresses:Anthony T:TomboIII, P.f. Job I russ Truss Type typly A0193429 WRCSUCE CJ2P Comer Jack 4 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 1 11,12:44 2018 Page 1 I D:gYaJJ k63pYYs8AH 1 dslpgjy7ODP-CA2Y7OjOkx7aCgEENjj21 OM42ewti_KZCCv_ukzKv_H 1-0-0 1-0-0 1-5-11 ' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 7 999 240 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 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 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(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; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8¢ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. wMq lleue rianpdr'W"Ist 01ju RnSS rsaaIr, f,¢M;II_ TEIPS& onnlCAs (USiLM :1T:I., w1CY:iD;*K7 iitr 10f 4slpr tneltrs aid M .01,. tw l%:7 gait 'ljrl u tot sekrtf 1, 1"'k P. 111.td:t-Wsi Mre•t U s's'§ a sidd n 1, TDD, mar INTekatwt• pres SK se WW Ik TIDn tf tdd. AS,;"ns DWI. hoot.¢, 5"44 tq.?• *s,a nr TODeputdsten¢#n.edikpdudud etp.ett:nrspaullil0f m•ne wr0. tkFi.pft ,wo.1. of TV 11.1.W kmsp tsnnpd .Nnfq A.L S.I.Wro Anthony T. Tortt60 iII, P.E. r4 tse d no's Imi hr'!I.Ma is In N t dq otsipt•,dNt.Wq 0 fk 111, w, V ad 3, h¢d Wo;'lf nt pl-1. if qrml d 1h TDD ud W 1.11'st dtn tms, ad.64 W.I.nrtp. dst.9din W W is sod k rm wi,- Ad'. ; 80083 it. Ndt:potsmtw(trtnei;4ne, iC Fs'rt Dz Tm Mrx ptxDasalpnW esdne t.ilG pt fnen Sdeh, hAe ndn'tCl p.tliskg at lT nl SDU x=.rdd_au0fw petnd pMns. lhlkin>'ktrrspas e.:nes n3 +ud1>.1 rss.0rsipn,7tss 7es:pitpsn nl tnssdapdmaer,wKii 4451 SC: Lucie Blvd,. dkfYlk t¢tllft kfC'tdita l`ld ttn 113tlhtp kjd pd; ES lnditt:. tk¢tte .fYp:ifMkfl iDtT SM DJI.e3p Yl 9G,1 t .5 t51tA :OpinffPO(nll6al klf i]It Y'BS Nf ®S d¢t'A¢i It Tn 1, FortPle(ce, FL 34946. oprrioht02016AAtootTiusses-AathooyT.Temho111,FA. Rnproduiti000fthisdpmmem,inany firm, ispiobibiledwithout Olewrifteapermissionfrom A1Roof Tioxes-AhthDnFT.Thmho111,P.E. Job Truss I russ I ype Qty y A0193430 WRCSUCE CJ3 Comer Jack 6 1 Job Reference (optional) r Roos r Fusses, Fort Pierce, FL 34946, aesign(a at IF Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:45 2018 Page 1 ID:?sOQvlIzBGko2hFpRYibzzzOpep-gMcwLkkOVFGRq_oQxQEHabuDg2 nRRajQseXQAzKv_G 1-0-0 2-11-11 1-0-0 2-11-11 ; 1.5x4 = 2-11-11 2-11-11 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 0.22 Vert(LL) -0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min. 0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard Ku y tlnseni Md re [x'A I i7C.6 SSrS[!tEi faN'ti EflYSa(htilLlt (1S7 k' EPI 0.1Wit MIN, Nor, Wt hap iaend 'A"A'An a Neii.': DK.a+Divot fr' W oa Aahaf I (afar P L hire U,is+,Fea UFl a 0.Ill stdN n tit IN, nit Wtexwamrikx ,td'xaulM1r th ilD to dd A. e'ns Dep EFgaxi Sp DrE da..,. i. salnnt lDO ettredsn va:edne ttahssnFd ease rnr.gasllilnyn nF hs wnF s:y;rtt.s F. 7elune eDD al gala i*1. ihl .- tl n..la#lcadn smdiD:f Anthony T. Tombo HI, P.E. rJ se dais l!x km kilt F lief et &fi!d7h-N ne 0.m s"Fak FX.sr ne kill FD tee iN.90 dh Ito 3; in lad indite Me ml R!1 ie yJlFlF dne'00 tFl Faikll s do !rrss id dq liiD;q. mryr. nsf IlFha ekr:ts ad, Eg an re.t[asi:':nd - Ihi kipDKga rxrat E:.aestF,+athlDDadlelilr >afr,i![ esdn t-,Io,i[ Faso, NW.,nenujfsPPllstin ITT adStlAFt.,d.,..Ila .Ip,i. 1Ptnhasnensnssaesrn,b:KF•ielessh4 a;i ssDe. * 80083 c !« cFpnanar,K,Ma a a.an:e 4451 St. Lucie Blvd. nnavise ldialiye tea Fytdie.en>vmm lsdliuf:Fs ael. ite iiisL,.a.yneu.;Dl'x4xd.atDe,pa;ul.:s SJsue=apaearo/ndoy All e7tlred rmaFK I Nnithl. Fort Pier[e, Ft 34946. opyrilln01201dAdtoot Tiussts- Anthony T.IomhoIll, P.E. Reproduoi000fthis document,inonyform isprobihBedwithout MewrittenpermissionhOmA-1Roof Tresses;AnthonyT,lomhoIll, p.[. Job Truss Truss Type Qty ply A0193431 WRCSUCE CJ3A Comer Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue May 1 11:12:45 2018 Page i ID:?sOQvl IzBGko2hFpRYibzzzOpep-gMcwLkkOVFGR(_oQxQE HabuEw2EFRRajQseXQAzKv_G 2-11-11 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=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. puq llns tkrutm r.:uu eR 4l nC Ii:S3;"Sfllfl 03111 f1w&(bE"ns Ui1SMt"im ,.r7G8;E"'Wrl hrs ie#I dnpp+at!", A.dno--dress inry+inyifR?na lh lrtkej t It. I.E.,Id..'Slu ax. e.. Wss Av anwR u 6e iDD, a!i JbId ubrrsessillal...Ihrrut 110ain'ad.As+iress0."Eghtai?,*01E+paa;:p?'so or.ToMpmutsurowp Aaepts"t.edegxawrss.wslgl rya'mekshaNtktake( suy-NudeDDul.,rd.IN d.Kpnvarn IN;ruanas.Soundr AnthonyT.Ternbo:iL,P.E. tAd+ uda"1%Sf.,m)reor!is Rrt rt1iunum.mea 3ntrtkDwuis0a.utse1.7 As Wftf DtNpe', aNful?a 04, lt'; k, 3" W th b"'! hilb, EW WE Tot T.k *.,m 014 WW whell. Ahe l@X.0.1gofF5d4 wgrF ,rddi. 0G tau. Ain !! h_etrt D':h 0 980083 r6l rtlhF+a DKyAP+N(w;Me".e.NP. sE v?'e(F,l1DUtad lm pxuas aspicdteselal0,169(.1solsdtlr lrammr(sr,Nlli'wa. T°I nd S1(A.' retmtxeo nu g-al ptut TFA kmuaok?mtansD hlSWN'?s?'lr lass DtSlr+M, 1510"!;" Df9.n W Nl! thmu.L'': 1., 4451 St. Lucie Blvd. Y2u• iu lrfi+gl®Gm:m+geN+en uxrmq 1. dl.u;.es mdre3:. ileln ts.a®Equeu,.lfilx6+f NDq ;i}u.u1..sSlra"Ii+mnara+dAay. :Ui em,7:t,tras ninddaNaipf Fort. Pierce; FL_ 34946 opnighl( D2016A-I Roof Times Aathody1.TamhoIII, .P.E. Repiroductiol of this document, in any form, is prohibited without tht riften litimissiop hum A-1 RoofTiosus Anthony I'lomho111,P4: Job Truss Truss Type 77, A0193432 WRCSUCE CJ4P Comer Jack Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:46 2018 Page 1 ID:gYaJJk63pYYs8AH 1 dslpgjy7ODP-9YAJY4lfGYOIS8NCU81 W6pROpSZbAugsfWO5yczKv_F 1-0-0 3-5-11 1-0-0 3-5-11 2x4 = 0-3-8, 0-3-8' 3-5-11 3-2-3 Plate Offsets (X,Y)— [2:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-0 (min. 0-1-8) Max Horn 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=145. LOAD CASE(S) Standard dakq llereltkno! rna<fie'A]13C 111553"SE!EErxGiAEMtEtNSi(F^i(ICYS(1Sli;ki'dTl;.[XWED:Afil its, radfhip ,n/lkAehkil.lvs;h!,hit±:ak-Yi„ne knFiDD.lnr pil.. uamtme ails itifu t4Mrs k,14, As t ns DWI. h#oss 41 <trhluEd asW k its TDOrgre alsl—t- ml lit psinitadequon avp Wdr'a Dttasl:eihF sjktr sl:t':9e1k Me*DDkb rda T!H.'hee»rnsmpi.m=lal;ekpt s."Oih.r edna fm 'umr I! lis the espt bd lo.z ir. It, 0-6 idru ikreai or the Edl/ gDes gk•,u'k M1,1 d is IR us 1,.4n tire befit; nd te•iM 1. Is q(*ii a in tMm 1"I seeth 'rays. iad:dq ks A''y, sn;gF kshlldk ne Wdls a:lh N."svto:!vr d Anthonytf T. Tombo';?II, P.E. da Es! tug Des ktfMtN A4aes Fars dz iDDMex arms ad delu st(ne ttil/it (ae en Sdeh hauadu;t(; ik - «. 80083N g+ l ! 1 pdrs&e at faltM StU ke;rin-nt4htp na!1m IP.1 kiu rnpas t: ties ke Pnisfd eT:rs±[rcdpu,T s. )Wigs Eepxn:rd Ertss YaaAx>en, ains 4451 St. Lucie Blvd. raF,YlfllFlltkt)8 t1hMlgkdeplkYlldgafdlglr,eslFlWied. TeeTRsi^x •a g1kF.aauTnFgadagDF,:gad,l T S$nie9"tklFOjaed9q. Rllfa'da?iYpSYFeiddatflelrll. Zh FortMerce, FL 34946 apt righATty2g16A1Roof Trnzses-,Anthony T.lamhollhP.E. ReprodDOioea(this.document,ihanytmm,IsprohihitedwiMoonhrw±Ittedpermissionttem6l8aoiUoSsec Ahihonri.Tam6oII1,P.f: Job Truss Type ty y A0193433 WRCSUCE CJ5 Comer Jack 6 1 Job Reference o tional Al Roof Trusses,+Fort Pierce, FL 34946, design@altruss.com 1-0-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:47 2018 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-d IkhmQmH 1 sW93lyp2rH If0_VNsv2vL40u97eU2zKv_E 4-11-11 4-11-11 Plate Offsets (X Y)-- 2:0-1-12 0-0-12] [2:0-2-8 0-2-2] [5:0-0-0 0-1-121 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 0.46 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 268/0-3-8 (min.0-1-8) Max Horz 3 = 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-242/456 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=130. LOAD CASE(S) Standard N^dq^Pler.`tlerntNr r>•-rr ke4.1I]G I:S]!SN RDllensolquxtn6aa T..4 Nup famdersrA!xf ails 7S,Tl k;g+fi ml fA^; otil 46.s Llw9.r, letvnce sld .ree a.. Ddlsf rtEe !se ssidntte TDP,Wl skrErcwt:ncere=.;tmlaladtfrrcenouxldd:: ise cnfPesglEa x! .SK:nn1htp_alludntqN6!lpr.Mfne<¢.;oa.tA SefrdsYudeo uq!npn!uiaP t tklispaINslop smaaetuthc 0 tq,atatn-i ILhR.iria55tRflitt koespmanns,sc!olnn Anthony T. Tombo iII, P.E. cd Pfldh;sl ' w In lathe ii th resP mblArApt a.tea lhOrnrsi aeoeeltlla.F1h,Nlg Doirn,Ai"e-ndlddh, TI,w V of an Wlik nz Me all Tell'h gfna dN!DO W id Mi it 0 M1!!ress; 1,64 ls!9 wql nhlltlaa at ktmM l!#u, r,sKlssl h d. ;e $0083 IN wt!q DfSJAPi4crtt.k!.:".,s0W..k1WnI191tSn(lSmiDtdh!,s,lik Wirt(8P<AIN Sdefl,W-efi"CISI1tE1Mmy TRW Stu wf nieORI Ttrlrsi.RII .TPlialw'h(tSTMf9 nlSLRS''!L50"klTif'.TkSI$NTPSS Dt'.'G E8 Yn 4G'D llt!SAEt tOH!!_MNSS 4451 R. Lucie Blvd, t!kernse llfiid tl'ainmM sped lneax mq Tfdl ia!:n!nuael.,Ittla DtaTo- s:lLT I46Aha1De:gta. a T.ls Safrr.,gitea d or a•diq. Mkr;iy.tdr..indd d'n TIf I. Fort Pierce, FL 34946 opighl.FJ 2016 A- 1 Root Bosses -,Anthony 1. Tombo IILP.T. Repmbuoioa of this document, in any form, is prohiWed withow tht written ptrmission hom A l Roof hasses-Anthony T. Tornbo Ill, P.E. Job Truss Fuss ype QtY y A0193434 WRCSUCE DOS Flat Girder 1 1 Job Reference (optional) n ur r ruDO uee -u—, FL .ve % uesignifxa itruss.cont Kun: e5.1ZU s Nov 12 21.11 / Flint: 8.12U s Nov 12 2017 Miiek Industries, Inc. Tue May 1 11,12,48 2018 Page 1 1D:?s0QvIIzBGko2hFpRYibzzzOpep-5xl3zmnvoAeOhRX?cZo_BEWfRG8iee897ptC1 VzKv_D r1-0-12 5-4-8 10-74 15-10-0 21-2-8 2%3 44,t 1-0-12 5 4-8 5-2-12 5-2-12 5 4-8 1-0-12 Dead Load Defl. = 3/16 in 1.5x4 II 3x6 11 4x12 = 3x8 MT20HS= `— V V V 4x12 = J JJ 3x6 11 1.5x4 11 5-4-8 10-7-4 15-10-0 21-2-8 5-4-8 5-2-12 5-2-12 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.17 11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.35 11-13 722 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Iner NO WB 0.65 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 11 999 240 Weight: 111 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except` W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1467/0-74 (min. 0-1-12) 9 = 1465/0-74 (min. 0-1-12) Max Horz 14 = 110(LC 4) Max Uplift 14 = 562(LC 4) 9 = 561(LC 5) Max Grav 14 = 1467(LC 1) 9 = 1465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1374/588, 2-15=-2764/968, 15-16=-2764/968,3-16=-2764/968, 3-17=-2764/968, 17-18=-2764/968, 18-19=-2764/968, 4-19=-2764/968, 4-20=-2762/967, 20-21=-2762/967, 5-21=-2762/967, 5-6=-2762/967, 6-22=-2762/967, 22-23=-2762/967, 7-23=-2762/967, 7-9=-1372/587 BOT CHORD 13-26=-1317/3691, 26-27=-1317/3691, 12-27=-1317/3691, 12-28=-1317/3691, 11-28=-1317/3691, 11-29=-1317/3691, 29-30=-1317/3691, 30-31=-1317/3691, 10-31=-1317/3691 WEBS 2-13=-995/2885, 3-13=-492/346, WEBS 2-13=-995/2885, 3-13=-492/346, 4-13=-1001/371, 4-11=0/352, 4-10=-1003/371, 6-10=491/345, 7-10=-995/2884 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=562, 9=561. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 81 lb up at 2-0-0, 72 lb down and 81 lb up at 4-0-0, 72 lb down and 81 lb up at 6-0-0, 72 lb down and 81 lb up at 8-0-0, 72 lb down and 81 lb up at 10-0-0, 72 lb down and 81 lb up at 11-2-8, 72 lb down and 81 lb up at 13-2-8, 72 lb down and 81 lb up at 15-2-8, and 72 lb down and 81 lb up at 17-2-8, and 72 lb down and 81 lb up at 19-2-8 on top chord, and 50 lb down at 2-0-0, 50 lb down at 4-0-0, 50 lb down at 6-0-0, 50 lb down at 8-0-0, 50 lb down at 10-0-0, 50 lb down at 11-2-8, 50 lb down at 13-2-8, 50 lb down at 15-2-8, and 50 lb down at 17-2-8, and 50 lb down at 19-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 5=-67(B) 15=-67(B) 16=-67(B) 17=-67(B) 18=-67(B) 19=-67(B) 20=-67(B) 21=-67(B) 22=-67(B) 23=-67(B) 24=-44(B) 25=-44(B) 26=-44(B) 27=44(B)28=-44(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=-44(B) 33=-44(B) tat. Zt6, ury ri sell ryd -r fa tali7C IX S3 "SE!IFCz IaNi IitdSa( sdTl NS(Ai'xr'K1t r4NLA,SMEX"l,m Tank mv'pt a it-4-i,A Msntb 7 M+nuvy!Tl)i mIN Ankerl Isamu! tE Id me ueti 1.4"w1(hills 0ie siad ,n, TOP,4 xrl xc ua;nrrs>udl. uul hrtG tlOt, dl: A!e ns Pes tt E`deee; 5!e nlry Eeeixx; 77 ud,tq i00repe ens to tt¢,audtkpd sdt,l as tr.spnlliYaXv ik lts::;n mes l.syiNurle iOD It lit T.-1..'kL'tux µe, lol 7e,aN ., snidilNr Anthony T, Torribo III, P.E. eds0is1-,tnl,Ir Xis or estu d,lfid').er. de Q.xr,rxa r:tt tpsrl4 kNN tt On teu iSF rM9drn lt(.m=!ul tlebdXsA-:nk WTr!I. 'itQSnit dtl UO NmNdts do is wdraa trsN; Frye shlldiN ae tr. ud b^..e .{ueti5tnd «80083 Igtt'uP Oesuae mCtxUm(, Sf pa 3[N,YIFe iO[r ry he patrtes mi pil4us ltlleN&q(termnSde,!rrW;,K4C Pkisadi, TA IMS A.,;dn aE'is F.0P cr. Ill105-*rtwollnes a. b,3r, 11 ln!Mitea. ts• Devil wren mt tn.s NaMenr,. n&ss rtttwiseltfietetnui•Nr tN apn uYsai liar r 3 t t r 4 - - 4451 St. Lucie Blvd. rpryrrp!as,w O rueTnuh a.0 ear sX1t!ata:l Pe,.aer;rtit s4nxt7ieterrae Nnik llleq dr,tY•as,<ridd NraThl oppilfil 0 2016 A -I RoofTiusses Anthony 1. Tomlin Ill, P [, Reprodutllae of this document, in any form, is prohilihed without the written permission from A l Ravi Trusses: AnthonyT.lomho III, H. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0193435 WRCSUCE E01 Hip Girder 1 1 Job Reference (optional) At Roof Trusses%Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,12:49 2018 Page 1 I D:gYaJJk63pYYs8AH l dslpgjy7ODP-Z7sRA6nXZTmtJb6BAGJ DkR3mgfXfN7GJ LTcIZxzKv_C 1-0- 5-6-0 10-6-9 15-5-7 20-6-0 26-0-0 7-0- 1-0- 5-6-0 5-0-9 4-10-13 5-0-9 5-6-0 1-0- Dead Load Defl. = 3/8 in 13 27 28 1z 29 30 1131 Iu 32 33 a 3x8 = 3x6 = 3x4 = 7x10 MT20HS= 3x4 = 300 = 2x4 11 5-6-0 m 15-5-7 20-6-0 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 0.80 Vert(LL) 0.70 10-12 443 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.73 10-12 429 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 134 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 4-13, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1917/0-3-0 (min.0-1-9) 7 = 1855/0-3-0 (min.0-1-9) Max Horz 2 = 35(LC 8) Max Uplift 2 = 1371(LC 4) 7 = 1329(LC 5) Max Grav 2 = 1917(LC 1) 7 = 1855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4815/3428,3-20=-4607/3334, 20-21=-4607/3334, 4-21=-4607/3334, 4-22=-6824/4911, 22-23=-6824/4911, 23-24=-6824/4911, 5-24=-6824/4911, 5-25=4903/3549, 25-26=4903/3549, 6-26=4903/3549,6-7=-5104/3644 BOT CHORD 2-13=-3203/4524, 13-27=4840/6824, 27-28=4840/6824, 12-28=4840/6824, 12-29=4931 /6960, 29-30=4931 /6960, 11-30=-4931/6960, 11-31=4931/6960, 10-31=4931 /6960, 10-32=4931 /6960, 32-33=4931/6960, 9-33=4931/6960, 7-A=-337q/4R14 WEBS 3-13=-773/1025, 4-13=-2414/1697, 4-12=-237/384, 5-10=-225/371, 5-9=-2265/1586, 6-9=-822/1097 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 ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1371, 7=1329. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 249 lb up at 5-6-0, 80 lb down and 104 lb up at 7-6-12, 80 lb down and 104 lb up at 9-6-12, 80 lb down and 104 lb up at 11-6-12, 80 lb down and 104 lb up at 13-0-0, 80 lb down and 104 lb up at 14-5-4, 80 lb down and 104 lb up at 16-5-4, and 80 lb down and 104 lb up at 18-5-4, and 239 lb down and 249 lb up at 20-6-0 on top chord, and 143 lb down and 204 lb up at 5-6-0, 59 lb down and 82 lb up at 7-6-12, 59 lb down and 82 lb up at 9-6-12, 59 lb down and 82 lb up at 11-6-12, 59 lb down and 82 lb up at 13-0-0, 59 lb down and 82 lb up at 14-5-4, 59 lb down and 82 lb up at 16-5-4, and 59 lb down and 82 lb up at 18-5-4, and 143 lb down and 204 lb up at 20-5-4 on bottom chord. The design/selection of such connection device(s) is 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, 2-7=-20 Concentrated Loads (lb) Vert: 3=-192(B) 6=-192(B) 13=-132(B) 9=-132(B) 20=-80(8)21=-80(B) 22=-80(B) 23=-80(B) 24=-80(8)25=-80(B)26=-80(B) 27=-52(B) 28=-52(B) 29=-52(B) 30=-52(B) 31=-52(B) 32=-52(B) 33=-52(B) roc tha racnnncihility of ntharc_ Were" Ilw: pxrgN taiee rx 4111f ry iSq "SEIIEYx linik L•tNS d(Ailicis omm t111 Y7GsTHWI17. hin, Terdl ksip per—Irs cared Nsw Cnsi.!ss11,ra iq;K.!d not AA f1. laedr 11 Id—, %ealw" cs!. Ulu dtl.m skid w&lUP,ait IIslle!11 Sit CS N Yf iN 111i Is p<I!gN Sllhdpe .rH hi (ivrYl fr 'LH,E9!pe{gI/K1!sVp!',•K.f tedmAhe IK, D3 r ip h{x.IRt'dFip!d. N ee ne'lA nh win iEid.,&w>Ip nnnp,eu beeap taflOws. senelips Anthony T. Tomb III, P.E. wim lle gp.aape oo iw MJi seAhr Tmt, dac Wd"-j- rry!hshlipi a kal sill _. bt ieslus:a':h d Z80083 petw! e,loesga! .[!rna:.:n !ml Re111lMlupssaessadpi9 Ineuiaq[ r!.!nseen,rre nme4CsrWttiwn!IA.dsNAne iLv!x!i(eparYpNa. lrle!,.sp!reslws'!ii:nesuAO„.npp.ln.U<upu.7vss9rspupsaMfrt.sYm lmnn,x i 4451St. :Lucie Blvd. rttt.iu WirN lfa.!AWege-i3. vnnmhgkdli!r,!s iwwrd_,r>elrc,",.p.quen;lL7+a6.nNa7 Crs}u,ui!.s5trsa:gheerraf>.tl4al i11 epa sdtrmaecseatadoitl1.-- Fojt MKce, FL 34946. opytiahS 9 2016 A I ledTimes- Anthony 1.Tombo ilhp.E. Repfadueiion of this dosumenr; in any Poem, is prohibited without the written permission hom A I Rout Ttusses. Anthony T.Teethe 111, f.E. oTruss Truss Type Qty y A0193436 WRCSUCE E02 Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,12,50 2018 Page 1 I0:gYaJJk63pYYs8AH1 dslpgjy70DP-1 KQpOSo9Knukwlh0j_gSHfcyz3mg6cl Sa7M15NzKv_B 1-0-Q 7-6-0 13-0-0 18-6-0 26-0-0 27-0-Q* 1-0- 7-6-0 5-6-0 5-6-0 7-6-0 4.00 12 4x6 = 3 3x8 = 4 4x6 = 5 Dead LoadLoad Defl. = 3/16 in 11 10 9 is 3x6 = 3x4 = 4x4 = 3x4 = 3x6 = 7-6-0 13-0-0 1.5x4 II 18-6-0 25-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.44 8-19 717 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.33 8-19 947 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 108 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc puffins. 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 = 1112/0-3-0 (min. 0-1-8) 6 = 1088/0-3-0 (min.0-1-8) Max Horz 2 = 45(LC 12) Max Uplift 2 = 740(LC 8) 6 = 724(LC 9) Max Grav 2 = 1112(LC 1) 6 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2338/3265, 3-4=-2175/3202, 4-5=-2254/3311,5-6=-2401/3368 BOT CHORD 2-11=-2958/2153,10-11=-3599/2642, 9-10=-3599/2642,8-9=-3599/2642, 6-8=-3079/2233 WEBS 3-11=-686/421, 4-11=-654/666, 4-8=-585/540, 5-8=-682/418 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 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 (jt=lb) 2=740, 6=724. LOAD CASE(S) Standard CttrrlttllnIX¢raYi I!1[rSlnrlra:$iri[EtfrtGKf:3TEtN((..1{il[Al(J(1"uk n.t,r hh,rNfN-nF,ttf r( 1tN19 3Y atrIa"!¢tiorNlShl 1f5 SCylS!}AFntoIPY3itt.i.tndlifh ff9l,1,hll33fh Iit d( hl,Wp IfllC liUiUi {'E•.! i¢tlI3?r It.b TD54-Wn. Ai Critr at31teff0[t!f SN Irm ElL1Ulf„ib!Sorlia Rv ¶11salSlSHlf-nip (tt n!(tJIf33fINJ 1p RFt'IK r!ftOr5111Ib( a, IN If3'}& tos pT !,iu rl Nnl TWimly-9.1,N. i¢F?il f nlfa(ftld.It¢tnp(ftdnNi lmrlln Tamba IT P.E. Zvol 3 tIn!iTltt `tlUlhtit ¢lflk3lS( <Ititlr/ 0it¢n... fk"lw.HCrt9¢:thttallKal3tl'k: fx[tenldlMlM.of t Intl dt IRI!dfm,rna.nfQ tt.dna.oh¢durfief+: fin! r35.n{l5f1 4 rn-W idle Lk qsa A,ai{taLt a AnthonyY µ.80083 th Wait.; af3-sat a(w M!( t6 r- if. m at101 mA1 Kxi s.1PiN esinet¢iWy(irtF"Sd& las;etlut(fh{tllutdat M AM a?rd iat Pm Pit _7.1 ah i4?Se3p¢f,dt"exsl 6n.rst-U1;.!(k.t.1 f, kip uPxn M ln3.g a.IxMe3: u!es3 4451 $t. Lucie Blvd. f'ktrriul¢6eM 43¢ tahea tgll3 unit v3itiq lydl p finwed V"Nsl1f pEv-i; ACT b6a+m.9CiiiM, ui.,s 5(nfx _nhuea r ray Wsiml 1J1(a 11r.4-khadnTtrl. apyrighl 01016d- 1 RaafTiasses- Anthony 1. Tombs Ill,P.f. Reprodutliao of this dofumetn, in any torn, is prohibited without the vritlen permission from A -I Roof Tiisses- Adtiony T.lamhoIll, P.E. Fort Merce, FL 34946 Job Truss Truss Type Qty ply A0193437 WRCSUCE E03 Hip 1 1 Job Reference (optional) At Roof Trusses7Fort 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 1 11:12:50 2018 Page 1 ID:gYaJJk63pYYs8AH1 dslpgjy7ODP-1 KQpOSo9KnukwlhOj_gSHfcug3pV6fcSa7Ml5NzKv_B r1-0-Q 6-0-12 9-6-0 16-6-0 19-11-4 26-0-0 27-0-Q 1-0-0 6-0-12 3-5 4 7-0-0 3-5 4 6-0-12 1-0- 4.00 12 4x6 = 4 4x8 = 5 Dead Load Defl. = 1/4 in 11 'd 3x6 = 3x8 = 3x4 = 3x4 = 3x6 = 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.96 Vert(LL) 0.54 9-19 580 240 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.39 9-19 790 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-13 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 = 1112/0-3-0 (min.0-1-8) 7 = 1088/0-3-0 (min.0-1-8) Max Harz 2 = 56(LC 13) Max Uplift 2 = 732(LC 8) 7 = 716(LC 9) Max Grav 2 = 1112(LC 1) 7 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2389/3311, 3-4=-2074/3020, 4-5=-1953/2928, 5-6=-2118/3079, 6-7=-2481/3451 BOT CHORD 2-11=-3031/2220,10-11=-2742/1991, 9-10=-2742/1991, 7-9=-3199/2329 WEBS 3-11=-326/439, 4-11=-667/394, 5-9=-739/430, 6-9=-404/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left 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 Ot=lb) 2=732, 7=716. LOAD CASE(S) Standard PLATES MT20 GRIP 244/190 Weight: 113 Ib FT = 10% ifeN" N-4or.gRynn[3i's II Ut t9 i3'lFtlfrs 90.UTINS d UNtiTlfk MISS rd1T,.KRNIHfiW ixu< i y ship iwArtditlkxjT.IszAt., tE td.i_re rFtts,rA :dxls. dfx•vr,: ddldnik iOB;alry IA? Pk—If {et adlt. ndhr Bz DO Is x x111st I'm D"if. Nihee,he, S—hsflnxz,!$P ieln ri ?TDD npueo, sl N$raiPxslxd. era, .ns•ywsllilAf `A'tBe kx ¢SutkE xe<E( sri NMlio-?UG aakr sdu i?I-I tsl,i nsertplx Ixe, <xmnxs,xmaldM Anthony T. T^fntiO iII, P.E. J x[d>siS?'FS bE xl{U{Ri is lk!!tS$PInb h dKt]x1Pf,tlt (Wxlit'..A I.H ErtA A'$kt {NI{ iBlxi$H' a"t!xte'$d78 I$,nit7 {Ij I/.T $%.$f8 H/E Q@L (a:I 'kt 6tf611! dMR .DU old aa?iitl{ S dhP (iii: 'I Ar&kxA eg iR!ItF ISlllld CEft 1d ,, tryHsS hd'. 4 80083 " d3 { S:rtB Ufxdx'xt C{Whxk SI xY. 4F JP Y1rSTWa Ix rratelS t{Ilil IItl GIn1A$cxrtcafd sdPn V,, ji.,6(q pH fEkt,!i'1 B11 S{Li xt'dM BP iEPI tPxli iSiAt.EP'ICItHf:'t?tS Ax 9. nt<gi ef 8"i?YSx lkil$lPl,l xx k. J.s.Pl tB{ift?, ARt iCWN. R.t!i e I"Wadttar,,Pmi,, I.,..%v ,k,Olite,.Ikd.1 TatTrsi k N yrt[Pf'sICINI6 4Ai{."rael xi .fstSN?Lgx.'e.. a?0 .4. 1Ilig1*i4'1!.v'.d'f H1afi{I. - 4 t er , FL 3494 Fortpierce, FL 34446, p g dosses AnthuayT.Tambnli6.P.E. Reprodu¢ionofthis docE:meM,in any farm, ispiobibitedwithout thf rittenpermission hoaiAlRoof Tresses; AnthonyT.TnmbeIII, P.t. Co ITi h'tfSJ 29Td A1Reafi, Job Truss Truss Type tyPly A0193438 WRCSUCE FG2 FLOOR 1 2 Job Reference (optional) F Root t Fusses, Fort Pierce, FL s494o, aesignLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue May 1 11:12:51 2018 Page 1 , ID:?sOQvl IzBGko2hFpRYib=Opep-V WzCbopn55ObYvGaH h Lhps8BAT4Er_G bpn5sdgzKv_A 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 1-5-2 2-2-1 2-2-9 1-6-1 2-9-7 2-6-5 1.5x4 11 1.5x4 11 5x10 = 1.5x4 11 1 3x6 = 2 3 4 5 1.5x4 II 3x6 = 6 7 W 3 3 4 W 3 W3 4 1 B1 13 123x8 = 15 10 16 9 4x4 = 17 8 3x4 11 6x6 = THD46 THD46 2x4 If 6x6 = THD46 THD46 4x4 11 THD46 THD46 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 1-5-2 2-2-1 2-2-9 1-6-1 2-9-7 2-6-5 Plate Offsets (X,Y)-- [10:0-2-12,0-4-0][12:0-3-8 0-1-8] 13:0-3-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.05 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix -MS Weight: 129 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1793/0-3-8 (min. 0-1-8) 8 = 2289/0-3-8 (min. 0-1-8) 11 = 5886/0-3-8 (min. 0-3-8) Max Grav 14 = 1809(LC 3) 8 = 2303(LC 4) 11 = 5886(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 4=-1 520/0, 1-2=-2027/0, 2-3=-2027/0, 3-4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6-7=-3139/0, 7-8=-1309/0 BOT CHORD 12-13=0/2027, 12-15=-946/0, 11 -1 5=-946/0, 10-11=-946/0, 10-1 6=0/3139, 9-16=0/3139, 9-17=0/643, 8-17=0/643 WEBS 1-13=0/2272, 4-12=0/3175, 4-11 =-3997/0, 4-1 0=0/4760, 5-10=-422/0, 6-9=0/282, 7-9=0/2697 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 21 All Inads are cnnsiriaretl enualiv nnnlieri to all 3) Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 10-11-8 to connect truss(es) FLO8 (1 ply 2x4 SP) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 13=-1438(B) 12=-1438(B) 10=-1438(B) 15=-1438(B) 16=-1438(B) 17=-1438(B) ndal Plxsenn tltdr.riex lle'dI1jrl Sii"iEtlEr"GrX4k IEtdSaCX1 ICva U'.1 N KT.I,.,iXGd. ryiMEX fera., lerXt lev inan:lers and icM zisxtais l.sv le•.c+) rq;iP;euN"tenxsi t.:.5a;,lE tldvrr:e 4.: _ea -en UaL•ssrdx: w,;: stddmde iPP. x p 01E<x-11tF01ied 1111 fer Mx DDIs dl As o'xs Bes tlofy <p wltrGnx.,q xl x,lOO:eKe afs rx e:m:e rd ne rd±ssleed exs ear.>pnIMlnP ie lx d<srufksnyrelesa:Xaei er tk PPxlr rdnCaI. -k uspaxngixsl e; expnxs, sgildlAry Anthony.T a,, r P.E. d dos E:n `ue rl li o' tk stye dlnr d'tin.Ov nn0 erst x ,one Ntt lnldx Des pr - r:edeKdfm lM sa 2C aatn a E .E ride m; P't 'i, do 'DO eri NA se do T"11..14. W41.% moe nllletx xe k.m Arl,. Fs o' Y am a _I_,.. met I tnu: rid « 80083tM [a:ee30es:,me ax Ctd•eM d o .e «r, otEx 70i: eM raiatus nl piil rfn 6+tlde1 [exYmad Saki ld ben BCSI`NN sbet n 111 AStue=Oumefn Pon. pl le Iemo rierey-kA,s ac sn s ftk, as Eksipn;l ,3,1!p uPxrt sal rrc aS rtMun:xx o4451 St Lurie Blvd. a-m Mt." 0-.*W agent-i. •rriq Is 11 Xn!.mti,F To, 1—Case tlio—1 ACT N, tnwq er,pe xi S,sr:n_aprsd rarad:r Ill rodud xns rtt o, 0,otaIII1 Fort P`erce, FL 34946. fephright>CJ2iiIdA)Roof Tiopsrz Anthony i.TomhPIII PL ReproductioP of this iorumenI, in any form, is prohibited without thf written permission from A-1 Roof Tiesses - Anthron, I. Tomb 111, 1`1 o Truss Truss Type ty Y 7 A0193439 WRCSUCE FG3 FLAT GIRDER 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.con 4-3-4 3X0 — 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017(rP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1029/0-7-4 (min.0-1-8) 7 = 1527/0-3-8 (min. 0-1-8) 9 = 2574/0-3-8 (min. 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 292(LC 4) 7 = 236(LC 5) 9 = 227(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1527(LC 1) 9 = 2574(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286, 2-12=-112/946, 12-13=-112/946, 3-13=-112/946, 3-14=-1 12/946, 4-14=-1 12/946, 4-15=-540/140, 5-15=-540/140, 5-16=-324/48, 16-17=-324/48, 6-17=-324/48,6-7=-799/159 BOT CHORD 9-10=-67/633, 8-9=-140/540, 7-8=-288/1810 WEBS 3-9=-938/90, 4-9=-1739/147, 4-8=-81/586, 2-10=-535/67, 2-9=-1403/196, 5-8=-1406/272, 5-7=-1632/273 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,12:51 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-V WzCbopn55ObYvGa H h Lhps8CFTEer6_bpn5sdgzKv_A 7-9 1-11- 5-9-12 4-3-4 CSI. DEFL. in loc) I/defl L/d TIC 0.41 Vert(LL) 0.01 7-8 999 360 BC 0.33 Vert(CT) 0.02 7-8 999 240 WB 0.20 Horz(CT) 0.01 7 n/a n/a Matrix -MS NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=292, 7=236, 9=227. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. i PLATES GRIP MT20 244/190 Weight: 1'13 Ib FT = 10% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-420(B=-250),13-17=-170,6-17=-60 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(B=-219), 13-17=-190, 6-17=-80 7-10=-20 Concentrated Loads (lb) Vert:,1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-13=-295(B=-125), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-440(B=-315), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) 1st Pnrallell: LumhPr Inrreasa=l _60_ Plate Urq Pln;enurrrtlr r>•uatu'A IiJf <t :S3fsf tEl"z 6fn;ll rEtilSa(Pillr'h GIiiCM :11r,...fiteW.F,MEN'Ixm. TaAp 4;ala raauiers ad ixa d t5iiins: Dr.gD yr('';:ax na xan sl: isvia rE td r.xa seen r+ Dalnstt!a s ddKxtle iDP aY ir.<xaphti`e,ed,aa.alhrnsiDDroxrdd: Asa.rrss Desgn Elcixu .SRe,hiq Ewxi•; aaxlnxr IDh npcMsxuudaat8lae irdesnqu(eu zr•ix r,pMtilpp rlx lttlsune tlr$ri serRe(ar ne *DU xfp solo l•l [ae xa;en as Ieae:xdnxs; sutoldm Anthony T. Trombo iII, D.E. l asedn;;Ia bxr rnitre_slx rspx rGlrod"a lxur tia0«ausi: rx nDaarlye tnllay Desprt•a mdnidn lR:7a3'ai Rlel..t. teg tale a. rut rx adne'DO ail ui hdlasadne ss, hl 6n ixd .suarE.isdld et8'rsad '"h a=µ-s, :hat «r 80083 ih4, hxo Des aus ua 4amu+a!Sxe.>s:a'eleeiha aal rx Fx os.il d!lnes atneklaig [w.j:aM Sdm kart ersg p.ElsNt •p i9 aal560 ra?ii r.mdm aa Axr 7rlfE ra;n rnirs a„mes n.hxe'lrrus<Desi xi x,7e„.ag Feat Ga:, MarAadiu. x!eis 4451 St, Lucie Blvd, pkvw se lEfdxtreiu•gf aged an is vmgl5dlraras rxared Taeit!! t. .olaxr. tCi..a rnldagDrirme<uras rtsxa iyiixrdararddq. {ll rmul. M re•arucjs detad a lr6l - - FOrt Pe;[8, FL 34946, fopiijhl02dldAlfootTiusses Anthony'lJonbolll,Y.E. Reproduction ofthirdomment,inany form, isProhibited without thewittenpermissionhomA-1RoaffrasseszAnthony LlomboIll, P.I. Job Iruss russ Type ty Ply A0193439 WRCSUCE FG3 FLAT GIRDER 1 2 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 1 11:12:51 2018 Page 2ID:?sOQvIIzBGko2hFpRYibzzzOpep-VWzCbopn550bYvGaHhLhpsBme TEer6_bpn5sdq'zKv_A vt LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=-419(B=-294), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=24 Concentrated Loads (lb) Vert: 1=80 11 =1 3 12=42 14=83 15=48 16=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 w—q-1ltlse slxgdr r°•iFx Lie'k l IMF ME01'SiLIEL'"x &NYkt [ER S%[l,iIC5.C1StOM a+iT .SlCR.:3;ME ixx. Yarfy ;itl ipla9trs aal real sAFs aF ttisirt;)r.)evrg;Rr, ae lh keti LLwden tE ldv te.'lx, crea. Ilil'sft'Asr oad. a okwy MtY uaTiFFe !dd sel hftta Tl(th dd .4 SD ftE aMSH It/[ FF_ h Fll Fe llr lll F WSFf O[IFW.9;t t4l iralF4Il1[!gF Ig fi)a151/il1YP'!'ilf dfStSUi4416yFi 4[?yi:ild N11k i66 qlf Widtl T'1 F3 E.;1t Ft519g11F It6l lttPFtlnNS; SF tp!{I(( Anthony T. Tornbo 11, P.E.- sA ddisis f `ulnft I/ e- I 1 dltlrt'ht1 ttFO rildm¢H[ftxe'19etulk t9tstn "t?FMdl'rlt wal dq M knd ,nl T#I' qfn dht t ldlriM1Fli dh .9'MgWdq,ssq Wif wki: z d..e'e yui§'Mif ff.80083 zttht1kj Wl"In 4arrt,Alf ne;u',kTM Matlxtm-zd phA." d he h4ait (wreCa d Slhf rie.0 t(' pdiM lF M W SM ue}sl xd M Flea. a1.. Rl on.;.tEr. 1F 14fin W deii e"Erlrsf N,.per, la=, ks'S':a l.1 Tuss ft0,Mer. ups 4451 St. Lucie Blvd.. FUwu Mut Er a rltw qrA 111 u rnfiq trill jWr mm d 1h Tail fs,r 4gnter., ICT h ta'41,at,.,,.pla-.ui sS4sux Eatilelr rwrr i-01 tlltq d.ei wars. of iftd b THI. _Fort P'Prce, FL 34946, opttighf012016AIbofTiusses., AnthonyT.TombopLP.E. Reprodocii000fthisdoaxwent, in anyfom,isprohibiledwilhcufAt rritfeopermissionWasAIRoofirmo-Anthony1.iomlo111,1`E: o russ cuss Type ty y A0193440 WRCSUCE FG6 FLAT GIRDER 1 2 Job Reference (optional) At Roof Trussesi Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:51 2018 Page 1 I D:?sOQvI IzBGko2h FpRYibzzzOpep-V WzCbopn55ObYvGaHhLhps88KT7Uryebpn5sdgzKv_A 3-2-14 6-2-0 9-1-2 12-1-6 15-0I 17-11-10 21-2-8 3-2-14 2-11-2 2-11-2 3%-5 2-11-2 2-11-2 3-2-14 5x6 = 1 1.5x4 11 4x8 = 1.5x4 11 1.5x4 11 3x8 = 4x8 = 2 3 4 1Q 5 R 7 Dead Load Defl. = 1/2 in 5x6 = 20 9 3x3 II 5x10 = 500 MT20HS= 4x4 = 4x4 = 1.5x4 II 500 = 3x3 II 1.5x4 II 3-2-14 6-2-0 9-1-9 12-0-15 15-0-8 17-11-1 3-2-14 2-11-2 2-11-9 2-11-6 2-11-9 2-11-2 Plate Offsets (X Y)-- [1:0-3-0 0-1-121,[9:0-3-0,0-1-12] 11:0-3-0,0-1-12] [170-3-12 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.23 13-14 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.76 13-14 329 240 BCLL 0.0 * Rep Stress Incr NO WB 0.86 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 2278/0-7-4 (min.0-1-8) 10 = 2194/0-7-4 (min. 0-1-8) Max Horz 18 = -42(LC 6) Max Grav 18 = 2447(LC 2) 10 = 2365(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2318/0, 1-2=-6132/0, 2-3=-6132/0, 3-4=-12364/0, 4-19=-12364/0,5-19=-12364/0, 5-6=-12364/0, 6-7=-12364/0, 7-8=-6073/0, 8-20=-6073/0, 9-20=-6073/0, 9-10=-2227/0 BOT CHORD 17-18=0/363, 16-17=0/10281, 15-16=0110281, 14-15=0/10281, 13-14=0/12364, 12-13=0/10275, 11-12=0/10275, 10-11=0/343 WEBS 1-17=0/6092, 2-17=-549/0, 3-17=-4394/0, 3-14=0/2206, 4-14=-687/0, 5-13=-682/0, 9-11=0/6050, 7-13=0/2212, 8-11=-532/0, 7-11=-4450/0 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-20=-60, 10-18=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-19=-230, 19=-230-to-20=-170 2 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 194 lb FT = 10% stannared at O-9-n rin. 2x4 - 1 rnw at 0-740 or. 6aeiq iUlS d001INS(1S1:'s11te(71 ..CdtL .,r,MEMi I. leiut 4sissreFaden aM ie rA nlL;lsF;7e ss Mevsy its; eu lkeAdlessl.lsmha IE Id .e'.keslre eFs bd seae"isF odtEntk lOa,mdp uteecewm; Fi's will—alluft U01i pol. ta;.,-<.FeaFln (mn>r;,ffi stdNnr laa Dtks}ulkiapt Ims lryhtl tent l0a mir rdn IN ,&e-,;ge asnaFNrt .aE<aF caanNs,smdilry Anthony T: Tarnbcs ill, P.E. wio, dais(n %t-M Winqui Rmixsitilu.d7t Jxus ne (I+.ei`ii;<"s. Hyexe 14 1piln De µ"arae;uRA dai 11"mV Wlhthe W.A loft at P. 1. At qflC dlk sall.1 vhell s dat 1R55. a1Ma!MA;q.. a:qe hlld"ent ke, sa baz.•etpasa..:t<A 480083 newt;o-nsMama«w'asn .r:dRneTm iaN e as + nfmtNgGaFsaadnr>smutfpNsled me11N3xrid edMFanomdm PlblHi?(ttF11:11hlSRSOtli dLlRS4fijeb.ltS.nTJY AIIR.,rntrat.xwc 4451 St. Lucie Blvd. fkcwiu lFtiistlps.w ea ryiii menxrinq lr dl ra'Fsi use3,reeiRs t,.s.gteR i> 01 fx 141bi Ce,ma:, ie,s Srrea _giemrara.aaq 111 sg'dltN alas atnlehe/nml.- Fort Merce, FL 34946 Lo Iihal02016A IknotI,usset-Whoa'T.lambs111,P.E. Re oduniokofthisdoamtm,inan Win, soGibiledwithoutthew;inea eimissionhomAlRoofhisses;Aplhod T.lombs111,F.t. Pf9 Y P Y.. P P. 9 Job Truss Truss Type ty y A0193441 WRCSUCE FL01 Floor 5 1 Job Reference o tional Al hoot Trusses, Fort Pierce, FL 34946, aesign(daltruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:52 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-ziXap7gPsO8SA3rmr0swM4hH3tRdaPYl1 RrPAGzKv_9 0-1-8 Hi 260 1 1-88 0-A-8I Dead Load Defl. = 3/16 in r 4x8 = 2 3 3x4 = 3x4 = 3x6 FP= 3x10 = 4 5 6 7 R Q 1n 3x6 = 4x8 = 3x12 MT20HS FP-- 3x4 = 3x4 = 3x10 = 3x6 = Plate Offsets (X,Y)-- f1:Edge,0-0-12] f10:0-3-8 Edgf LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 12 = 1146/0-7-5 (min. 0-1-8) 18 = 1146/0-7-5 (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=-3711 /0, 3-4=-3711 A 4-5=-4896/0, 5-6=-4896/0, 6-7=-4896/0, 7-8=-3715/0, 8-9=-3715/0, 9-10=-3715/0 BOT CHORD 17-18=0/2158, 16-17=0/4621, 15-16=0/4621, 14-15=014896, 13-14=0/4625, 12-13=0/2169 WEBS 2-18=-2386/0, 2-17=0/1717, 3-17=-263/0, 4-17=-1006/0, 4-15=-931768, 5-15=-449/33, 10-12=-2398/0,10-13=0/1710, 7-13=-1005/0, 7-14=-153/719 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced nt in-o-n nc and fastP..nOd to earh tnms with 3-1nr1 21-2-8 21-2-8 2-0,Edge], 14:0-1-8,Edge], [15:0-1-8 Edge] f17:0-3-8 Edqe] 19:0-1-8 0-0-12] [21:0-1-8 0-0-12] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.72 Vert(LL) 0.4713-14 532 360 MT20 244/190 BC 0.92 Vert(CT) 0.6613-14 377 240 MT20HS 187/143 WB 0.82 Horz(CT) 0.10 12 n/a n/a Matrix-S Weight: 104 lb FT = 10%F, 10%E LOAD CASE(S) Standard a''atiq llnsetkr*Jyfrntrfu'A I IDO' MOSSES rs!I1E1l.R0I; Nib atmoil I(as(11SUCIVE11,...eAOa,ENWhi inm.. meof laity mmmtlrn W id a,;p his Las Drq, h gJI-iWis laka7l.Iwi,:111 Idrrtl..i??:e;e ot, hltts ah-w slad a tle IDO, aim — 1 tCtM inl mStf Wls. lfltn nanDt ail. Oft atD ml ElGrtP[1. tte llMt' .fin SrN It ltm lDD:t(tMim'Fam;talk pa Slwi tt.tft'MItSNltlltnm`I 11flSNa1k';gtT.!Sdiytt.WDhtf.off. T,:I.iEtlfmt mumNlltf.I C ol,itatfeet,,Jddr, Anthony. Tombo itT P.E. Am' a*,i Gts'tr nl1iigI, iesm plm onro ec,th Qaxl. t# .0 riean ne IQiq rlmtn,m"[Weft do lt.rc:E W oris it M.;!ti mi TO, I. lhirp".tt Ene OD Wur tiel/ s On, 'x,'m1,0u 1. i4-gr. nntirrr uttnifruflin o. retmmc5':nd Y ' nt ta, t'm; Dis ua &Ma d: n: i ze; m nl IN ml ea on- and !dn f I ne Gigt tte to Sdeh h'.aam t[Sr FlisMd'at t'I N SHl mi rdmatdtn « 80083 Ym NN'. r im N I—oN:dom 1Cluittsnt rtsmms l; ies mt k'irs Yt. T:af lkfiNn.l!n!Ort Elpnnetf rn!.9alAnin, arci> 4451 St. Lucie Blvd. ntniu dtfiltdFttIsmtga3tanitrritiqlmdlmmaslturdil,irc„t t:a.gmti;lL'Ihmaliam Dt,maa.,xT.I.s SISmn:gneaia7 md.9g. 111fay'td Brat nt as ddael la Rll apyriahi V 2016 A-1 foot Trusses- Amboy T. Tomba 111, F.I. Reproduaioa of this dommeln, in any form, is prohibited wilhoul Mt written permission from A-1 Roof Trusses- Ahthony T. Tombo Ill, P.E. Fort Pierce, FL 34946 o fuss Truss Type Qty y A0193442 WRCSUCE FL02 Floor 1 1 Job Reference o tional Hr rcoor Irvsses,rronrlerce,r .>vyvo,r ryrr,arnf,.R,r r r 0-1-8 H 1 2— 6-0 --I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12.53 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-Ru5yOTg2diGJnDQyP6N9u HEQIHoDJs7uG5ayiizKv_8 2-5-0 i 1-8-0 p u-8 Dead Load IDIefl. = 1/8 in 3x6 = 3x8 = 3x12 MT20HS FP-- 3x4 = 3x8 = 3x6 = 4x4 = 1 19-11-8 Plate Offsets (X Y)— 1:Edge 0-0-12] [470-1-8 Edge] [9:0-3-4 Edge] [12:Edge 0-1-8] [14:0-1-12 Edge] [15:0-1-8 Edge] LOADING (psf) TCLL 40.0 SPACING- 2-0-0 Plate Grip DOL 1.00 CSI. TC 0.85 DEFL. Vert(LL) in (loc) 0.46 14-15 I/deft 519 L/d 360 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 402 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code FBC2017f-fP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13 = 210310-3-8 (min.0-1-8) 19 = 1039/0-7-4 (min.0-1-8) Max Grav 13 = 2103(LC 1) 19 = 1074(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-884/0, 22-23=-884/0, 11-23=-884/0, 2-3=-3391/0, 3-4=-3391 /0, 4-5=-4269/0, 5-6=-4269/0, 6-7=-3333/0, 7-8=-3333/0, 8-9=-3333/0, 9-10=0/758 BOT CHORD 18-19=0/2010, 17-18=0/4269, 16-17=0/4269, 15-16=0/4269, 14-15=0/4112, 13-14=-137/1895, 12-13=-758/0 WEBS 10-13=-106610,2-19=-2222/0, 2-18=0/1527, 3-18=-302/47, 4-18=-1212/0, 9-13=-2329/0, 9-14=011673, 8-14=-25610, 6-14=-950/0, 6-15=-167/738, 5-15=-298/3, 10-12=0/1148 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 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down at 21-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-850(F) 21-2-8 20F. 1-0o--8 1-1-8 0-0-121[22:0-1-8,0-0-12] PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 Ib FT = 10%F, 10%E ndirated_ amqTERMS bC pillar USPk 'il ,.. IACx Ei,MEXi kra. 5xA7dwsn rraRn-alRrs sN iee! t aE ttiit'i .7e :g } y;IE: acR tb Aet4 il.lsm5a rE tdvexe Sk'fr'.x hales Ethu sr 104.i,TDO ssIf Mllfite1fx11frTf , ld tk f;lt llr Re l}Dd4 al tdd.101flia Desrl9 EAgl[R .rdSllni Ett l'h ) ma 3480v¶D"oI14llr' AnthonyTSTDnt01T„ R.EI[.parOg A ued wn {Rs `u lm Ralf tiffsdXe rssim•ablm daK}sl.r dle0 aer s' r4 Ea.mrlier {I lr Dfsiln•, n1ae Meildne lt,ae2 dH I aE. tr roe Qdra!t 'k rF'fi li Dn?DO ad En hell dne nss.. nironkaA 3meuRe stdld me ke rsad '^,: •isynsf'hd`. r80083 tkrtE.Desjae fen UrWt,:u+. W as ,e na ioh W I" itxmes..d rlW1E3 RE V t injWoj.M WIT, Mnehu9311 liiw III AStu nrid-drt+temrw:ml—iPlkirhs.2.rf'fvoh.nEW'set6IF!Eipxils. k.F b$sa.1 ln.. Maodu'frzt. 1*- 4451 St. Lurie Blvd. u deru4 Ep®]dr Rysed tnnnur hg l7,lll ida Es rmt,rd iaila ,r, raynex d r6i.a re+l>}Drxya'n ml sSrpas E'gitmroraltl9Di GIr 3d A4t as dies id etmTtlq Fort MerEe, R 34946, dktivt _. _ Cop}'righl:012016AIholf ussts Anihna9T.iomboIII, P. E. REPTMIU iodofikIS1100meetinanyform,nprohibiledwilhoutilitwiittenpelmissidnhemAlRoofTnsses,AnthonTLIombo111,F.E. o PussTruss Type ty y A0193443 WRCSUCE FL03 Floor 5 1 Job Reference o tional hi nuui i russes, run Pierce, FL .wavo, aesignLaitruss.com Kun: 6.1ZU s Nov 12 201 / Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12,53 2018 Page 1 I D:?sOQvl IzBGko2hFpRYi bzzzOpep-Ru5yOTg2diGJn DQyP6N9u H EOPHptJscuG5ayiizKv_8 0-1-8 e H 26 [ 241 I 230 0-11-411 Dead Load Defl. = 1/8 in 4x8 = 3x6 = 3x4 = 3x4 = 3x6 FP= 3x3 II 3x3 = 3x3 = 26 i'T 9 23 22 21 20 19 18 17 16 15 14 3x6 = 3x8 = 3x8 MT20HS FP-- 4x8 = 3x8 = 3x6 = 3x4 = 19-114 25-9-0 19-11-4 5-9-12 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-8,Edge], 4:0-1-8,Edge], [17:0-3-0,Edge], [18:0-3-0,Edge], [20:0-1-8,Edge], [22:0-3-8,Edge], [24:0-1-8,0-0-12], t26:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.39 18-20 >609 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.52 18-20 >456 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 127 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` T1: 2x4 SP No.2(flat) 3) All plates are 1.5x4 MT20 unless otherwise BOT CHORD 2x4 SP M 30(flat) indicated. WEBS 2x4 SP No.3(flat) 4) Provide mechanical connection (by others) of BRACING- truss to bearing plate capable of withstanding 100 TOP CHORD lb uplift at joint(s) except Ot=1b) 14=139. Structural wood sheathing directly applied, except 5) Recommend 2x6 strongbacks, on edge, end verticals. spaced at 10-0-0 oc and fastened to each truss ROT CHORD with 3-10d (0.131" X 3") nails. Strongbacks to be Rigid ceiling directly applied or 6-0-0 oc bracing. attached to walls at their outer ends or restrainedbyothermeans. REACTIONS. (lb/size) 6) CAUTION, Do not erect truss backwards. 23 = 1012/0-7-5 (min.0-1-8) 17 = 1729/0-3-8 (min. 0-1-8) LOAD CASE(S) 14 = 52/0-3-8 (min. 0-1-8) StandardMaxUplift 14 =-139(LC 3) Max Grav 23 = 1021(LC 3) 17 = 1729(LC 1) 14 = 204(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3177/0, 3-4=-3177/0, 4-5=-3875/0, 5-6=-3875/0, 6-7=-2708/0, 7-8=-2708/0, 8-9=-2708/0, 9-10=0/1199, 10-11=0/1197,11-12=-127/359 BOT CHORD 22-23=0/1899, 21-22=0/3875, 20-21=0/3875, 19-20=0/3598, 18-19=0/3598, 17-18=0/1158, 16-17=-359/127, 15-16=-359/127, 14-15=-359/127 WEBS 2-23=-2099/0, 2-22=0/1413, 3-22=-296/21, 4-22=-976/0, 9-17=-2419/0, 9-18=0/1743, 7-18=-258/0, 6-18=-1012/0, 6-20=0/700, 5-20=-282/0, 11-17=-1141/0,12-14=-183/536 NOTES- 11 I Jnhalancad flnnr lives Inads have haan Wedq-rlenetl IN, anew He'YI nC 0iSE5-ffifri U1111 TEN 6 oiDncls r1'.iCN§dTJ,"1Ulcr XNE7 Ime'.T'H"in rva Wd ulirABt.h, "0,50Dw.1J0.;eA lh Adtu{ L l"abra, fE Id—, ',rz +4. Dde-0—i"00tiu4r IDB. WV tlt tu[b fT sd ;elfarBe i101a 11. Me nsD If.pux,, sKnfty :r;b,ed un TDD:e6e tsmnmptu;edta rrd scud ez e<.h¢rspesnilup lr itr les ladn4 s!ry*elas i:paNnne DE h. naln Tfsl. hr as xvnpirt=. hnx, uemns, snfotdfgAnthony . Tom' i P.E. c/ sedn L h aril It gis lM siw abin. a'. 9. ifn pwaet s4s n E:xrlDe le{I rD ahx;uhHd MsR n "` qe h:a ta!1 en t! 3fra le - e dii i[IDW."hell do 'nss; vlak4W a a. '5'hd_ Y .. RIvD. _II, fgssrale astdldn cE used pn:,. «8Q083 iteaao4syeeru[n'•un si;ff 4 A att:JEwa,nxr a neahl do pihy`( r. msdrnhra-gdu t[SrlaPlslo-.StTalrNalxnardy a'hymeio aaur v Ik,a 9r-[epee a nr ws ntta"[ Tcs±Eesipg,T s.3r.pr.ap erra9ria.,ga,da;her uc} 4451 St. Lucie Blvd. dh'.nu ldieNtpo d•eD aped ipn axnhrtl tTdlrx}in io ,i Tki-3a.pa.apae-ICTN V3NUls,' ee,- ,Si--'e-±li-e-14 &et All co7.d,:erunr«sddaN is TII! Fort1 St. ,ci Blvd. fapyriahi 2DIdAIRuofTinssez AnlhoavT.Tomba116P.L Aeproduoin.ofA'Sdofumenninany loan,isprohibited without the written pornwionhemA-1Roof Iiusses-An fhon±T.TpmbnIll,P.L 2-4-0 oTruss russ ype ty y A0193444 WRCSUCE FL04 FLOOR 1 1 Job Reference (optional) Al KooT I rUSSeSJ ton NJerCe, t-L 54u4o, aeslgn(wpalerUss.00nk 0-1-8 H ' 2-6-0 3x4 = 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11.12:54 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-w5fKEprg000APM?9ypvORV mbDg602O62V1 KW E9zKv_7 3x4 = 4 5 63x4 = ON Dead Load Dell. = 1/8 in 7 3x4 = 3x6 = 3x6 = Plate Offsets (X Y)-- [1:Edge,0-0-121, [4:0-1-8 Edg! LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13 = 721/0-6-14 (min. 0-1-8) 8 = 714/0-3-8 (min. 0-1-8) Max Grav 13 = 721(LC 1) 8 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/0, 3-4=-1980/0, 4-5=-1623/0, 5-6=-1623/0 BOT CHORD 12-13=0/1266, 11-12=0/1623, 10-11=0/1623, 9-10=0/1623, 8-9=0/1623 WEBS 2-13=-1399/0, 2-12=0/790, 3-12=-378/0, 4-12=0/615, 4-11=-286/0, 6-8=-1778/0, 6-9=0/262 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. LOAD CASE(S) Standard CSI. TC 0.87 BC 0.99 WB 0.49 Matrix-S 13-5-0 0 0-121,[16:0-1-8,0-0-121 DEFL. in (loc) I/deft L/d Vert(LL) 0.4311-12 369 360 Vert(CT) 0.5611-12 280 240 Horz(CT) 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weiqht: 67 lb FT = 10%F, 10%E W"mqrite%tll,gltrmerlk d117C 1i53"iH111"'W-9,l:tY,SdC M,iilCit (JSli;M1 rd17,. RAC F.,MFM Mx. YeEf ixv(IY den »Ilmi or'see Ma i. .:i iar irk ert ikf Rttlukf 1. iv#k tk ld.rzrt 4!r +'! Ills a6u !s sldedutk IDP, y dltFiltM4T,FTt>1d:?tlit111(1I17)itlr%Fdtd. lSt ilY5i Et51}k {ttl[t9 !, $AA'NIN (idMc„: SNINkIx j(I Ir25tdS kf HYmrA.t[i%t rfd.551Wd FYhtF 'Rlf2alMtll of/k'M lf4KWtklS [r'I SFgttd Mi1t111DAh fldG It-1 iik .l21t51¢g11 1tFt k1 tYtl11Ni; 5ttldllY9 Anthony T. Tombo Ill,-P.:E.. ed rstdasl,.`w ur Ewu6k ik lXe asew hlmda.;tr n nw' idmi.kek%zr'Ie iuu lk ot5,e,a,Y;ldendwa[a=b ma YY na F.tts r l t iynkd tlno ku. ntu dnt tnsc:.al ezcF casF Wild cpi 5,>t-_re5knrr. 4:80.083 IN Ea i.kn Ots tA4 mm Ct+'tCa!:: aY, ar eIk1E(INttYFxlntsonlynNkes 110.46ke( 4451 St. Lucie Blvd. INmrite kfirkf EYe]4 k ied rkrnuxt hq it dl irrks!ktwlr! ikei p ,Ca..k}ken sect %Eai g, s:Yke, rl is Srsua-atit!lydmr o.JWy ill b>t:i-e;bs tiees deMel rritFL Fort: Pierce, FL 34946 npt' righ1.72016A-tftugFT oves Anthony1.TomhaIlLP.E-£eprodudwnofthis do¢mem,inany form, isprohibited without the wnheopermission he.A-1Roof Traver;Anthony T.TomboIll, P.L: Job Truss Truss Type ty y A0246549 WRCSUCE FL05G FLOOR GIRDER 1 1 Job Reference (optional) 0 8 3x611 1-3-0 4x611 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:54 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-w5fKEprg000APM?9ypvORVmfFgEf2PG2VIKW E9zKv_7 1-1-8 4x611 3x611 •t 3x6 = 3x6 = 4-1-8 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0 Edge] LOADING(psf) SPACING- 14-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.01 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.02 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 27 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 134510-6-14 (min. 0-1-8) 5 = 1077/Mechanical Max Grav 8 = 1345(LC 1) 5 = 1077(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-356/0, 2-3=-1501/0 BOT CHORD 7-8=0/1501, 6-7=0/1501, 5-6=0/1501 WEBS 2-8=-1791/0, 3-5=-1791/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Platelncrease=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 3=-1062 9=-1066 T• Wubi teaiWs.g i- APtWaDfa3ai1tei0}yl,stms1:ki u{ yi ' iaetmklH. m.titirtrD'iky,- 115CC7di1s flAtcgiiuS" L'' Ste' liS' vs: a:Yl4rz;s.d_^jLSM. UaiCtly . e ile- e; tipt. NkpLfs• JsaN I „. W,sCtpW+a.QeYN•1ii( f; t1S& Utdt1 dt•t dy5;d[mLh3, kfid.?: f7eDlr3"stiiYE• FL4wL1' T1- t3mip1. x. Pintryrhil.eedalelecet.:^N pizq4eda$eirtttEt:Ls yR• fi^ t.jfy:!t! Ao-ndf: tre> as Ycat}siVtpidstsa, ? d+.iroysisarps, i$U# hierrc r+ i, i' i4iGi+ ie € tt1aa+; drt; x+"• a4tlS. D my,iite•tag:s.lFilez.taati M4Sx1, 3. dk,t1+ tinnPte.:, d` tid. Etiro0sliaf, lxk: hi. isditIy3Eid3+ trn1dekytltiry.u;.ttFs'. YtMiMly--?eM.ait,ildi.sttyysi,eanS wD, gd3i+yc}x:1a.i. cdAst?ksiieatmnFuhfs LgM:i' imlsern,rgs7eia.ewfiWe.' yLhzfeiYsLsF4Cs:-& isk; taADtw, dty' i: t1€ i;m.d31 Anthony T. z$ To0n078: 3o:II;,P. rrsi. W ';sdo, Cta rtsRnkn ieakpih Uted2t "InixtlrmiNl ux(yhiae myi• phis5e3iuot, ipI,— i, tU h,Wtgt. pu;ssS, tsmydnaWl. 4451StLude Blvd. taupy: igM„ Tpt6AiRoof fasses tcpndu:inn0Ibisdcmzat.iriaayEcm<spiohiAiisdwlkeIDtkerfteoPeicAa6iyLiaa9aIII, p, E. FortPierce,- L.34946 Job cuss cuss Type Qty ply A0193446 Job WRCSUCE FL06GE Floor Supported Gable 1 1 Reference(optional) Al moot ! russes!rori Fierce, t-L 14V40, oesignLaitruss.com 3 0-A-8 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:55 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-OHDiR9sl9JW01 WZLWXQdziJyK4henyZBkP33mbzKv_6 o-A-8 3x3 = 3x6 FP= 3x3 = 1 7 4 5 6 7 R 9 10 11 12 13 14 15 16 17 18 19 2021 0 42 41 40 39 38 37 36 35 34 3332 31 3x3_ 3x6 FP— Plate Offsets (X,Y)-- [1:Edge,0-0-12], [43:0-1-8,0-0- 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 Iner YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 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 24- 1]_ 7:4'5 o 30 29 28 27 26 25 24 2322 3x3 CSI. DEFL. in (loc) I/deft L/d TC 0.08 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) -0.00 22 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weiaht: 111 lb FT = 10%F, 10%E IAA3.^. ft-F:.sse:nnwpl{{ret rc't k7F 3tUiSfSrSi. P, .:%ElAl I;iMSI rXD t.lAi.lviQP,N I,.IXt3N,tEDGM 4T Ytn.lei#; asRpxatrtat tNial aeln tt t6 s'ross et qt fte-t-.DDi SWA,4batl ;. ttaitl PEI{(ttK[allett itftR - .At.id]C st sYedw e iDO, sh W;tkta e. tltlt"W1 to esd 6r 3kiC;hke tdid flat tt De,:w tfirte t, t,Sry: rr taj !!, Ile sxdrer{f 3tsptsa sa euel tw. r^6S ydessroea-4m,"N esM'Ni ' at ktyadat little m:i lefi.^ee te;le i.D xlr nttt !Pll iu d.ti}e n„r. p*.as :oaiere a.' e¢s a'm:Pnr ({;7t130riY T. T007t0 II , RE uttu td iPsh mi.tia7is a 'x.otdAtGa{:,fiGwt{istmxrtlrpan°aAraptr; tY. qAt {pwAt11{;Ailii stludal lhjud al.ell. tktypedd'ktIN tottabu0Wtiss;attextidle{.tpitttutx',nat W94te6itP — Y.AAd = 80083 Ali Idvteesitutmd( emritr. Adaattnln'xj.t1<tctstcdt"at,teEmtttasdm>tMca,.{1's t.,'u:tt -n ts[rW> .de 3I-XfSL'ditlFBltt PITY.tNtit.{.pfSQl:'tiWBMFSd'#IS?,:t.S:tlt.iti3 Y3ijSE0jMtEfid:MSSSI91t(IX'YN,a.SItSt 4451. St. Lucie Blvd. tkpx.,s dd wiht 50.ttcuitin un_r9ii tet "s andN :4 joss kipf 4501 ht W4ttt Dnipxx,»sitsiw it5it dary wit,", Ae{tt W4dieatatnldmtuiltt FortPierce,`FL. 34946 epydgbt V 1016 A 1 Reaf Busses Aribony L l-ba llL P.i. itprcduttion 01his dotomtnI, in any form, is ptohibittil v,d'our the mitten pnmmiea hum A I foci lmits.-Anthony T. iom6o EtE; P.F; Job Truss Truss Type Qty y A0193447 WRCSUCE FL07 Floor 7 1 Job Reference (optional) 0-1-8 H 1 2-6-0 C 400 = 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:55 2018 Page 1 , ID:?sOQvIlzBGko2hFpRYibzzzOpep-OHDiR9sl9JW01 WZLWXQdziJoX4VNnpaBkP33mbzKv_6 r 4-8-8- 0-A-8 Dead Load Defl. = 1/4 in 3x4 = 3x4 = 3x3 = 3x3 = 3x6 FP= 4x10 = 4 5 6 7 R 9 10 11 19 13 0 25I0 11To 22 21 20 19 18 17 16 15 14 3x6 = 4x8 = 302 MT20HS FP-- 3x6 = 4x8 = 3x8 = 3x6 WB= 3x6 = 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 FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) *Except* W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22 = 1335/0-7-4 (min.0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4510/0, 3-4=-4510/0, 4-5=-6555/0, 5-6=-6555/0, 6-7=-6653/0, 7-8=-6566/0, 8-9=-6566/0, 9-10=-6566/0, 10-11 =-4550/0,11-12=-4550/0 BOT CHORD 21-22=0/2565, 20-21=0/5823, 19-20=0/5823, 18-19=0/6653, 17-18=0/6653, 16-17=0/6653, 15-16=0/5848,14-15=0/2618 WEBS 2-22=-2836/0, 2-21=0/2151, 4-21=-1452/0, 12-14=-2876/0, 12-15=0/2136,10-15=-1435/0, 10-16=0/878,8-16=-312/154, 4-1 9=0/888, 5-19=-308/157, 6-19=-776/421, 6-18=-258/260, 7-16=-763/434,7-17=-263/255 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. CSI. TC 0.71 BC 0.79 WB 0.61 Matrix-S 4,Edge), [21:0-3-12 Edge), [23:0-1-8 0- DEFL. in (loc) I/deft L/d Vert(LL) 0.68 17-18 426 360 Vert(CT) 0.9417-18 309 240 Horz(CT) 0.13 14 n/a n/a 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0- PLATES GRIP MT20 2441190 MT20HS 187/143 Weiqht: 125 Ib FT = 10%F, 10%E 31 All nlatPs arP 1 5x4 MT2n tmIP.RR othnfwisP K.eiy !In1e IXa,gHy mica tie'1I ON rUMS csujfr's cam". fEw f unucHs (tSl A m"I'j a K1Cl:is1.ul-' firm. fudf hrpr ra,ndm of ael,d:1 nVir 1!M twin I". Utg ne Ik IMny L I!rk 5 P.I.Id.em, Ued kir, .e. N!" din'+ix add. tie IN if Wlr n.frcadr.rd1.tkTVIfxdl.Air; ristssnhone.{ !ee ft! byit rl'_M! sul . .1 Marf.main Run.edilerrdssixdeuzrrinrsinsBilnfiruel,sf•0.mrSVil id•r:nelntkH.xr'M.T`d'krlarinnp,aldnte.naw.wdtCe Anthony T.Tombo''11 P.E. a el .,lu k.eft li nis lk sp. FAll.dtk 8xrer th Px-rti srdk i.nycx e; ttie lulinnt fn.,aC.;ulHdrn lM n..l: natl 6 k6 esq fle eay@1, 'k gpnn dMetOt +l liell dhe `ras!. u35p lvd eg.;nrrye nlfdnne kr,is snsl +s!nliesµxvS::trd µ. tkt a a.:tn n(.a ft aline ,.;;.klUt.dfx.Irani,s.fpil l.esdnet.114gh¢Pnedkleh Prnrncr t(tPPMi,WMTM.,d S1Um.;dae.,4-,. eenilyeid.m TPlcei,x.3empnss.t".dds .flk>l:$008iasll4iigwr,l ss 7e:1.-.upx. n/ln!S Ms»hCea,suss 44t.riu Maillf<(evnd.Fed*no uwrnq If di ld!:es maid. In1"Ssl:, n vi.i.IC11..1Al.1 hvr.'"1•.!i sm'eginer r®7 n.il1q. all eai `i,=FxrM.,nsddmdnTifl. 51 St. Lude Blvd. optiigM g)P016 A-1 foelTiusdes-Anihnay 1. iom6o III, P.E. tepeodueian of lkis Jocunem,in any form, ispmtibtled wiMsN thevritleo permission ham A -I tool iiesus- Aathony T.lombnlll, P.I. Fort Pierce, FL 34946 Dead Load Defl. = 1/4 in Job Truss Truss Type typly A0193448 WRCSUCE FL08 FLOOR 6 1 Job Reference o tional r, rtuo, IlLJJCS,`rUll t-ICICC, rL .r.y t:>,y„a,t,t,. 0-1-8 Hi 26-0 5x10 = 5x6 = Run: 8.120 s Nov 12 2017 Pdnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,12:56 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-sTn5eVtwvdeteg8X4ExsWwr4OU rfWGkKy3pdJ 1 zKv_5 2-0-12 3x6 FP= 3x6 FP= 5x6 = 500 = 24 23 22 21 20 19 18 17 16 15 5x8 = 5x10 = 3x12 MT20HS FP-- 3x12 MT20HS FP-- 500 = 5x8 - 5x6 = 1.5x4 SP-- 5x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP 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) 24 = 1448/0-7-4 (min.0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-4=-5480/0, 4-5=-8308/0, 5-6=-8308/0, 6-7=-8308/0, 7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, 10-11=-8327/0,11-12=-5530/0, 12-13=-5506/0 BOT CHORD 23-24=0/3101, 22-23=0/7228, 21-22=0/8675, 20-21=0/8675, 19-20=0/8675, 18-19=0/8675, 17-18=0/8675, 16-17=017263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=-3367/0, 13-16=0/2555, 2-23=0/2573, 12-16=-264/0, 3-23=-265/0, 11-16=-1870/0,4-23=-1888/0, 11-17=0/1156, 4-22=0/1172, 10-17=-303/68, 5-22=-301/70, 8-17=-1019/319, 7-22=-1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise t .t 26-7-12 26-7-12 1:0-3-0,Edge], [13:0-5-0,Edge], [15:Edge,0-3-0], [16:0-5-0,Edge], 24:Edge 0-3-0] [25:0-1-8 0-0-121 CSI. DEFL. in (loc) I/deft L/d TIC 0.28 Vert(LL) 0.6319-20 499 360 BC 0.79 Vert(CT) 0.8719-20 362 240 WB 0.61 Horz(CT) 0.11 15 n/a n/a Matrix-S 5) Required 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 222 Ib FT = 10%F, 10%E a it P New tt . s..ht!;tU 'ntld.hsaa lir ttlutaj F:eje'v,t 11 F exist j tC7FlUSSEt "S:i 3 it;t l.iMSt rep r ,N1 Gs(M tUTI Aa-dE0ekS1'N®. 7N$!rts is PrNeans nk,talt fts nt4s +ts 6e P[at uj-;6Psad+a: ta f:f. (a 4 11N e»n t , jhitY 7tmefr lltles shin le l;te #r ih:hhtrad: is it '.m iyaue,,t. 5pfriay.UVtij. ihstexaof lug st}est--Fool w,tvrdrsjicea: h,9a itup d'V..41t,,ess dtp:hetala IDWu nix1114. Iiif dx!yt e,mst'?mt! xd aj.wttieas; sariIih Anthony T. Tombo 1EE;: RE 6tIS)t[? glif Sjll fY4 'j'Aj ihtltijM34'Idht{ t(leG'rq!5f!1h1,H»tx 11 ht {s.dal v.s^'9n MWilk4k nf ii{Drill WhY ntlt l tnj iP:t ad?I1 lk qj it>f ti.6 Ak iti hdt 3lkhkj )5 #:jmtdinj. SlntOR .i:t!ilt Ri IXIXaj Stll klt't;tiali6d"IM T60083 h t" 1tiyPtSjce W ¢arht. tAwe s11A Stii aetDtplemnije3k sND tr rt;)ttIXSdtf!k!n8ri'at(tS F tieft'tlaeSttl CNn!"rgnndjntax r4lI'-,N'.; VSIatWkatslt tin,Ai-W, ntsDi'llsivj'-1-119.0.0-:athsi 4451 St. Lucie Blvd. 1D1n3t 4trme1l l(ans.lij:ttd ljan.,.xgkj s; pxMsm11N i1t Eius Ongt Etj it rJ. he jNlUy PEsSxt,a tis Sjslea itgae Itnkltiy_t.=. tj,hL,tt inz!atnld utu, i0..vietGB, L. 34946. a ,bi-; 10E6A IReal basses' Arthanyi.lomhalll,&E. Remdaaion of thisdoorntni, in an larm,is !ohibited e:jheanhe aitttn e,mtsiibe lwmAiFoal Gusshs.Anthoaq 1. Tn bon lll: P.E. Fyn 9PFPP Job Truss Truss Type Qty y WRCSUCE FL09G FLOOR 1 1 Job Reference o tional r russes, ruit Pierce, FL 34946, design@aliruss.com 0-1-8 H2- 6-0 3x3 II 0 0 hurt: 6. ID:? sOQvilzBGko2hFpRYibzzzOpep-sTn5eVtwvdeteg8X4ExsWwr2WC8Ky3pdJ1 Kve TUtl5l0 i 4x6 11 5x6 = 3x6 FP= 3x6 FP= MSH422 Dead Load Defl. = 1/4 in 24 23 22 21 20 19 18 17 16 15 5x8 = 5x10 = 3x12 MT20HS FP— 3x8 MT20HS FP-- 5x10 = 5x8 = 5x8 = 1. 5x4 SP= 5x8 = Plate Offsets ( X,Y)-- [2:0-5-0,Edge], [4:0-2-12,Edge], [7:0-3-0,Edge], [8:0-1-8,Edge], [11:0-3-0,Edge], [13:0-7-0,Edge], [15:Edge,0-3-0], [16:0-4-4,Edge], 17:0- 4-0 Edge] [19.0-3-0 0-0-0] [22:0-4-0 Edge] [23:0-5-0 Edge], [24:Edge 0-3-0] [25:0-1-8 0-0-121 LOADING=5. 0Codee 1-4- 0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL DOL 1.00 TC 0.44 Vert(LL) -0.59 17-19 >537 360 MT20 244/190 TCDL OL 1.00 BC 0.66 Vert(CT) -0.82 17-19 >386 240 MT20HS 187/143 BCLL ss Incr NO WB 0.84 Horz(CT) 0.09 15 n/a n/a BCDL C2017/ TP12014 Matrix-S Weight: 222 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP 240OF 2.OE(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 24 = 1220/ 0-7-4 (min. 0-1-8) 15 = 1743/ 0-3-8 (min.0-1-8) Max Grav 24 = 1220( LC 1) 15 = 1743( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4821/0, 34=-4838/0, 4-5=- 7869/0, 5-6=-7869/0, 6-7=- 7869/0, 7-8=-8901/0, 8-9=- 9344/0, 9-10=-9344/0, 10-11=- 9344/0, 11-12=-7216/0, 12-13=- 7196/0 BOT CHORD 23-24= 0/2665, 22-23=0/6604, 21-22= 0/8901, 20-21=0/8901, 19-20= 0/8901, 18-19=0/8901, 17-18= 0/8901, 16-17=0/8920, 15-16= 0/3965 WEBS 13- 15= 4289/0,2-24=-2893/0, 13-16= 0/3540, 2-23=0/2355, 11-16=- 2124/0, 4-23=-1907/0, 11-17= 0/461, 4-22=0/1374, 10-17=- 330/0, 8-17=0/1071, 7-22=- 1661 /0, 7-20=0/371, 8-19=- 276/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indurated. 4) Required 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Use USP MSH422 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 15- 24=-7, 1-14=-67 Concentrated Loads ( lb) Vert: 11=- 1032(F) R,n" IT— U.IM rttw N'A l1WrI'5SSrrSFUE1' OEM TIN d!"h"ANNS(d11 MS pT^.l'; 2:47CA't;vMENi Ma lt,at brim gnrn:!Pis.d1WIII, .N,lea,: at:aOta>•nyWm 6101rif1.1*>e tittfrit t sttvtr'e-tn= Udtsvellr;.ist stdNrIt, ID@.eo-Y Yl .rummdse Sidi p vselhrttn iNlhm 194J!, sDesphgima; SwnP Evda!d;h+sedmmy]DO agruesmmuaa:v a pd sshW rmht .ha a;lmihlap r he dtrp 0 r. sh}al is e7admetTV, >aT.-A.T`I.'L.eipssmOur. lame rmanxs; smAdry AnthonyT. Tomb 717 P. . ud - Atr;rha S' 11Itmtspers! tplA.dPz.@xv ,lkOwmis<A!a.magxe de told aD qn a'k-ndeAdu It'.d .md1! I k k ;!Nt tr+.L It, a dM OOWa!hdim,dht'rns.viedpkxd' in! 0 "' "E' 4$mi 'rg. ryt eshlld eEr;rsed+u"e =lmsa:'ard z.80083 thl h+a Ptsgve en [wrroa .!'.st ace'ntRe iD(Mixladui ad lriid tsdme &Idry( ttAtd Shc lr ion 6(sl!!hsleAaf la ad Stu ni.rely revd'm xvan milme Rlmims:k>.reslnua 71esm.k:vsf3l ms Udsiper;ls.7e.,gs.aglmii salfr .Sxmdsnier:nie*s F3trrlsNdltmE a ev psr atd amen xrrti 1 dl M,its iruf. iae lm.; tit m g 1s rJ qe ! - -- A451 St. Lucie Blvd. r P M i 1ngmmr,luiMRnda .r, u,arlr.s. sha, mrr ra.tlfin. {IIrA A.>dt-nsnresdeFvNia111I. 41 (OpTight 02Dld A l100Masses-AnfhodyI. Tombe III, P.E. Reprodurdioe dthis domment, in any form, is pmhibitedwiMsufdhe written permission hem A -I Reolfresses-AnthonFort Pierce, FL 34946.e I. lomho lll, P.t: o russ cuss ype y A0193450 WRCSUCE FL10 JtyFloor2 1 Job Reference (optional) AI Wool I nJsses,•ron rterce, rL ,neao, uesignLa t uuss.com 0-1-8 Hi2- 6-0 m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:12:57 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-Kg LTsrtYgxmkGokeyS537O4gu8TFgM U BjYArTzKv_4 t 2-2-8 1-3-0 t 2-0-0 3x4 = 3x8 = 1.5x4 11 3x6 FP= 1.5x4 11 3x3 = 1.5x4 11 3x6 = z d 5 R 7 8 9 1 04H0 Dead Load Defl. = 3/16 in 3x6 11 6x6 = 10 11 12 3x6 = 3x8 = 3x4 = 1.5x4 11 3x6 = 3x8 MT20HS FP-- 4x8 = 0 Plate Offsets (X Y)— [1:Edge 0-0-12], [2:0-3-8 Edg, 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 No.2(flat) `Except' T2: 2x4 SP 2400F 2.OE(flat) BOT CHORD 2x4 SP 2400F 2.OE(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 12 = 1128/0-3-8 (min.0-1-8) 20 = 1128/0-7-4 (min.0-1-8) Max Grav 12 = 1128(LC 1) 20 = 1128(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3612/0, 3-4=-3612/0, 4- 5=-4533/0, 5-6=-4533/0, 6- 7=-4533/0, 7-8=-3874/0, 8- 9=-3874/0, 9-1 0=-1 212/0, 10- 1 1=-1 108/0, 11-12=-1212/0 BOT CHORD 19- 20=0/2129, 18-19=0/4423, 17- 18=0/4533, 16-17=014533, 15- 16=0/2926, 14-15=0/2926 WEBS 12- 14=0/1609, 2-20=-2353/0, 2- 19=0/1640,9-14=-1895/0, 9- 16=0/1098, 4-19=-897/0, 4- 18=-224/591,7-17=-42/274, 7- 16=-1162/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 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 2: 0-1-4 Edge] [16:0-1-12 Edge] [18:0-1-8,Edge], [19:0-3-S,Edq( CSI. DEFL. in (loc) I/deft L/d TC 0.99 Vert(LL) 0.46 18-19 516 360 BC 0.95 Vert(CT) 0.6618-19 360 240 WB 0.78 Horz(CT) 0.03 12 n/a n/a Matrix- S LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10, 1-12=-103 7- 3-0 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 101 Ib FT = 10%F, 10%E wall-, at their ntiter and z nr re -,trained by nther Wxuryga, eH vgtJr r>tuEk dII7G f7iSi5:"Sf!!EI^t 6iK:tl,': fEU1SdC AAiICk4 PJti7M S!'I.I ,n.L iG#3aHMEXI ixn. Ixll(It;Ijlfda9dtr5 MIItC1 AS rcail,r. Dn:gn Dr rq;iP."; at ih AdY il.laaaea ,If ltlnexe Sleet xe'et .Ild ssodn+ise udu9rlDP, wif ibiSicxufi i x. sudl seasel iu lts iDDuxtdil: _As e;Erss Desila iryretx ,Spemltr 6eax;,pes:dn,xf lDO repesexttrx¢pnr:rd He lyd!sstetd eq crane r.;ryn111Df'a'n'r lrs utk i9}rI s :p:aelutle.Dpael+, wdu i%-1 txu»P asnnpitas.la gcndnxS, st tolilry Anthony. T. Tbtnbo.ill, P.E. cJ ese4aslx•Sn ur lnldu ii tx rurxrdilmde]x9er, tkrOwaei{adaartic}esreu {91hx Denlr9.9i1r-adeddiatR.eew id hdl:./sy psis ee:Eal. ile gpnn dlhetDD a an hel/ned9t aross.ai dab lxq. rerrye illdxue ke nsa>I Ss xeie=peas,d Ard. «. 80083 ut: ia;onyx"xa[arutit.a eexu•sr.ite7Dtt rupantx:alpwnsdneaadgcecpaadsnmhren usr lhsieonr a sluxzrdx d xk«„iad>. >r<Iff.e at(t3f1¢S:I..neS.[Rd6..eSAS'.Irmilnsi;eri!sxstessE.pxnaadi9..kaaAantn,aiess 4451 St. Lucie Blvd. d— w Wine kJ o'amdtjto me x vilml if dl W.I. o6d lie Ims a,;a:quee4W N 144,1011Tx_x11ss Spsk3:a— Isar 5t011. Wary y..4 ran kel9RI1_.- 'ort Pierce, FL 34946 oPliiabl02016AlfepfTiosses- Wherry 1.TomboIII,P.L keprodudiat of this jolument, in any form, is prohibited without the written pewssion horri A-1 Roof Trosses Anthony T.lambs 111,P,I. Job Truss cuss ype ty y A0193451 WRCSUCE FL11GE Floor Supported Gable 1 1 Job Reference o tional Ur r rt, Ott rrer , rL . v46, oesignCma hmss.com Run: 8.12U S NOV 12 2U1 r runt: 8.12U s Nov 122017 MiTek Industries, Inc. Tue May 1 11 *12:57 2018 Pagel ID:?sOQvllzBGko2hFpRYib=Opep-KgLTsrtYgxmkGgjkeyS53701huM5Fs1UBjYArTzKv_4 " 0-1A-8 01-8 jl 3x6 FP= 3x3 = 01 2 3 T1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 to a•. \a,kVhi.L V .....:,n,,.. 2 i%.xSS`.;r YbWJ.[L'ii.. v:'•v. 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP- 3x3 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 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 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-1-8,0-0-1 CSI. TC 0.09 BC 0.01 WB 0.03 Matrix-S DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10%F, 10%E thragP.emse Mitol at:t. P„e•A'ICII TUSSES''L.r 1tl,td!st1101.(lY trOM"Mtl.Atnoir,[VASTsr..Nov ee; lZ P—vs ist sat a*1 n N,?rns tt T o it;RL'; mix16.11.5.isI.t.E.to—aWit to., as' ton; aar.rst W. to !t P9, 1e1y krek caeeCsetMes sklk ;M fra*x rt nh i As aTr 4 a y etn, sn s. ,;n s (ta tnt:a'sm rtelEm:e n'k pdn "ems tx e•n:g v -x:n rH a lnyedas ,tn r ,t rr ra ed..•ar pu. re:lsgo ;; : Wince .,:, !nr wn t+:>UuutlaPsxssiroan,es qrda e{ fiaa: 7ukl. Asg4aen eynA dr:nT'sduie .Card k_eNpt G+eusulk+ Elapxn•'s.Wt..! aifie,:pw. nAt as trs in,t ltt{ anse aUi rt.•xoeit xl gza'AeNyI azu.d atrihx ll Mae ie:c,tasnd;es Anthony T. Tombo tt;,. P. E. s cegw= oN 9Aces d' ut <swe:, wss to,ita Fagaeu.aN rass nudefYn:.aiass elknx9erod i,elmNap cpiei.ryae r. ugga,falitsadN.h3as,Pe.gr hy3zt-ok9:ie{ollat Pnrpus-essSnhncr5aes i•+t«ilrq. l:ityM.eiLxiat es ldinu R.- - - 4451 St. Lurie Blvd. Fo Pierce, PL.34946 epysgSt i20?6A-1RaafLasterArtAanyi.tssbe?lI,P.(, trpscdndicaefthis demmenGinans(tsm,isproki6itsdrl:E.4Ultkewrtleapemissiae6cxFIRndL•usus-AnthcayT.iorbollf,P.E. o russ cuss ype ty y A0193452 WRCSUCE HJ5C 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 Mayy 1 11:12:58 2018 Page I ID:?sOQvl IzBGko2hFpRYibzzzOpep-osvr3BuAREubu_IwBfzKbLxMN l cv_J9dQN IjNwzKv_3 1-5-0 7-0-0 1-5-0 7-0-0 i 1.5x4 II 2x4 = b 2x4 = 1.5x4 11 Load Defl. = 1/16 in 6-6-7 6-6-7 7-0-0 0-5-9 Plate Offsets (X Y)-- [2•Edge 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 6-9 536 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14 6-9 536 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 10%m LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 2 = 342/0-10-15 (min.0-1-8) 6 = 327/0-11-5 (min. 0-1-8) Max Horz 2 = 114(LC 19) Max Uplift 2 = 238(LC 4) 6 = 187(LC 4) Max Grav 2 = 342(LC 1) 6 = 327(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 2 and 187 lb uplift at joint 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)• LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9) auary n:mr tl«erydr rnwa Fx 3I i7c n!:sEirutlEn ar:E. lays E is wilm umllr Slit . e ia; ;pEid' I«m. r«ay qr:l«:«dm! Ya rzd d ! ncilr!:-]rga i g;ri «; ik rdt t.l«rio r E 1a : Y!s,.as•e r e!s ud:,: rm« :r dar:e tor, dt 14leicaamrlsrs;:diY.:ul br,tr igg lax:da.6!eE,rt!Brig:E:eix«}:,Sp:um brin:s;.na srdnn.IggnFrtsatt¢r¢psuarn pdud:aiepneAn,s,rmllilnf 'mlrsroa«Ik sa rl.st'a'e1utl:.U[, ph sd«Er-1-k Gs ie nrmpius lrsng cadnp!,sMdNrt Anthony T. Tombo ill, P.E. d rieaesf m•kut luHia ist esruv6ilB.d e] o IkQ ,'si mrdy:nv 14 Won! igw.w"x nml dNItt n=&Enitl w W.ph ad TM 1.1, qpwl dlk 1110W wi klim, d1k Tnx.alltt ssrq: -stdld 1 kmss Ml :. to 45geask':tr d -1 80083 nat' eap Un rn m[eruwt. x!nn,r nree.luu rd txr:!aslnidnndne unay [mlcmen idsp tre enrrc[u pt+i!eear rg:atstumrr+. era :ndgdm lrlrh;r. eml:asr:nei saarKd is tns![as x.t,ei: r::ga.,pxn of rn.,r xm«::.nsc 44515L Lucie Blvd. e: knii:lilii:e Fte:amrraeW p»ruxsniry lE dl ix n,xunf iie lrs•,a,,:r ryneuniCi!x 6aAag isgao,xE•:!s Slsxxcrynxrcorwiaq. m,s ir:+.vn, arss aet dntn:i; -- Fort Pierce; FL 34946 Coppight 0 2016 A-1 foot T'USSrS ;Anthony I. lamhe,I11, P.1. 4piodutlioo of IIfSdocument, in any lorm, is piohi6iled w,thoul the w ineo pe,mission l,om A f Roof Times; Anthony T.lomho 111, F.A. o Fuss I Fuss I ype Qtyply A0193453 WRCSUCE HJ6P Diagonal Hip Girder 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 1-5-0 1-5-0 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Ma yy 1 11:12:59 2018 Page 1 I D: gYaJJk63pYYs8AH 1 dslpgjy7ODP-G2SDHXvoCYOSV8t6IMUZ8YTRHhuxjm2ne 11 HvMzKv_2 7-8-9 a 7-8-9 Load Defl. = 3/16 in I" 0 a qE -4 4 7-8-9 7 4-s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.32 4-9 286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.31 4-9 298 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 196/Mechanical 4 = 109/Mechanical 2 = 437/0-4-4 (min.0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 = 31O(LC 4) Max Grav 3 = 196(LC 1) 4 = 141(LC 3) 2 = 437(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on top chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)• LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-8(F=-4, B=-4) 12=-5(F=-2, B=-2) 13=-32(F=-16, B=-16) Mrdy tlp:e tla fN,r>•iewt1±'lle]ff@:ISSBt Slllfts sup#Af FINS a f hillks tnm WE]'.[1CY'..;bdEN"I.,vsof kusn pro9Arrs.4-il"n eattisliess 8e ageDevey sTDu; eu IN tenetI.Issrstli,eE Ida.reQ:siEnreot. UAnsedx wise ddeertNr1DD,adf INTrk<pavr Fir." adl 4 seltrlse TlDtax dN a 0m Deq Edpxu stett!6dn.,N sed ppr Mreptsma whit with lrgSsitttl lit ksed Nt s:o,, !s kp7dp Ne TDD.vle M.Te 1. %h k,ol nstypirt<. puxf cntlnx!: pDelilry P.E. AnhondAntsT: ". !Wia It, sfw dlkONJv er It K @ "'o rodNfIdle vD fee wridYAn IN ne31a1* hdt .ts;!eft dPl-I.'hgpen dike DDulenMiss,ine rsx isinntw:q.:arye.nstrlldxeeekr.ysadkee•tsFea9f:;hd- Y T. Tdm5Tombo T]T h WItIq Deifp rallntrro A -I r: alry 10 TlNr n/ As points aefii•Ie A tp 1146.1(.f M fddt lienenu K4l; Nil Wit Mow SN.S u:.daa¢dfe pmd pieas Trla.;!4f1st,rnts Qso i>s rIt,Im!a.",I ots.p rpr•r.1 Ws Yadtrver. ax:, 44514t:0083 ia Blvd. Zt rke+Au lAitee tte.aredegeed.marriny is dlfMas nusef Ile hr>.x-p.yups s 30 N taliy Dn•t.. r 1. s sy'lea:ynerrnr "gin . A. rq 7l.;:iaro: rr as kr doml. - fort Pierce; R. Blvd. optrithI0201dA-I RoofliosserAnthonyi.TomballhP.E. Reprodoninaofthis downing,inonfform, ispsobibinedwithout thewritten permissionfromA-I Roof Trusses Anthony 1.lomhollljJ. oTruss I russ I ype Qty Ply A0193454 WRCSUCE HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Al Roof Trusses,7Fort 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 1 11:13:00 2018 Page 1 ID:?sOQvI IzBGko2hFpRYibzzzOpep-kFObUtwRzr8J7HSJJ4?og m0ig5GMS8PwthngSozKv_1 1-5-0 4-11-0 9-10-1 1-5-0 4-11-0 4-11-0 4x4 II 1.5x4 11 3x4 _6 4-11-0 4-11-0 Plate Offsets (X Y}- [2:Edge 0-0-1) 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 0.55 Vert(LL) 0.04 7-8 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.02 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 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min.0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 = 232(LC 4) 6 = 68(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/66, 3-13=-755/158, 4-13=-699/165 BOT CHORD 2-15=-257/697, 15-16=-257/697, 8-16=-257/697, 8-17=-257/697, 7-17=-257/697 WEBS 4-8=0/255,4-7=-749/276 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 21 This tntss has hewn dasinned fnr a in 0 nsf 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) r w P tl ase h nd r er k'A 17C IMSES tttECs GENRL IRKS L 00 ahie:taa :mppe ad r Itu Na DU la at vilol. As as Nip fole. 5,S{ ml da.zt 'u wdulhra rstae asP.Wdy r- 7 e the rs'Al di Its6 iP a.0eshr ad L," Ali ewn td001rdin you sofrd.Ure, epresMsar. a4ewise I UN Is a:a9•e0 rpei iw+n mh,4 is dI iMxs imshd 11'e [ies ayPe.ynees , dUi h Sr Hst Oes',n, ef; I rs S,zx_yiheer r or utl,} AI! rq> d sdro•rs ui.ai Netad is iP6C opfriehta02016AIbet liusses-Anthony 1.lomhoIII, R.t. Reprodudioaofthis dommem,inany low isprohihited_ without the wiipenpermissionhom"AlRoof tosws;AnthonyT.16mbollIJ.f. UdessN .iw skidm Anthony T. Tomho "II,-: P. E. k 80.083 451 St. Lu_6le Blvd. Fort Me;ce, FL 34946 oTruss I cuss ype ty y A0193455 WRCSUCE J5A Jack -Open 10 1 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:13,01 2018 Page 1 ID:?sOQvIlzBGko2hFpRYib=Opep-CRa_iCx3k9HAIR1VtnXlDzzvdVfPBgX46LW0 FzKv_0 1-0-0 5-0-0 1-0-0 5-0-0 0 6 N 2x4 = 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tiafiq Bnatl vryH}r, rx Fx'dli]C n iSS"SEttEt'a &K'rA.LtNSB( 1iICi: U9Jk dT.[,.#eCPl56MiA"Ixa_re Mylesi twla9rts rdYlrA nns mttsl.sls.g r erg{iP";m Ha dEtleell_la^Az',lE tdauxt klst5lire ns._Udlss Etln.IDe Siddwtk 7UB, mIy walk tl q;Fne sd3seese1Nrs&i70rax Edil .ds ns DesHhtiEeer S!! dry fior#r a•. sednny IDO epe d n zm.e dlhraiesslned ex H: nl r=speslNlOy'! Ik lEsp xMi i'h, Ei nn E.t,iNulk DO lde axW ill -I. E!E Iasi 9plEa bM adnxs, slnolimp .Anthony T• Totnba'iII, P'.E. esedhi'. iLvs Nu. Win is the rlt icld'd%u0 ns tk QNlI.E.C9.EEE:earthe rdlt 5hlire,.N rIOMdfae lt,ovZ'WAhitst,0-0i W Ens , We Eei the Tfi abni hell se dh!'rass; a14. RN:sy swrEt flldno- uEtrl,wsad svh _eslsu ::h d; 280083 the E kn 0esme ins CS4'ElM Ats ne, a We k 19V sal la pxmei m1gt9 0 th ti16i1( r.,o We, W.r.n K pd sutdorM al SW nA flnneonpEerwzhiae_1P 10sris!kl restersa.nes En,,.b,..tE'1.Lrs?Fks_itE¢r,lss.le.alfaen saS rrls, 5aaefEnein:uhiii E EYF;: yise ldldEiE amd:eaE eEle enxtro ! dl p; Ezrc urel.,tee lressx ., nr ,1Q1!16a!i 6ls..e;! I s5rraxc terrmr anlAt_ ill r>e'J,; aros nlgs LeF d to iH I.. 45i er , FL 3494 d. Fort P:e_;ce; EL 34946. fappiffil 0?016 A loot Tiusses Anthony 1.,Tombo III, R.f. Reproduction of this document, inonrform, is prohibited wOhout theiiften permission fiortihl Roof Trusses.: Anthony 1. Tomb III, P.I. oTruss Truss Type ty ply A0193456 WRCSUCE J5C Monopitch 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 1 11:13:01 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-CRa_iCx3k9HAIR1 VtnX1 DzZxoVg7BfC46LW0_FzKv_0 1-0-0 4-11-15 1-0-0 4-11-15 1 5.4 II 4 2x4 = 6 4-5-12 4-5-12 1.5x4 II 4-11-1$ 0-6-3 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 0.27 Vert(LL) 0.01 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 6-9 999 240 Weight: 20 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 4-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 236/0-8-0 (min.0-1-8) 6 = 223/0-3-8 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 2 = 71(LC 8) 6 = 94(LC 12) Max Grav 2 = 236(LC 1) 6 = 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-157/287 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of mdy Ilene tkrnlN,r.n•afx lli)C:li:i581'Sft1EYi&6i. fE1NSt(hitlCAl (]AIMS Sti.r,..ilC 6pEXi lxx. fcAi 4sip iaintlm I'd to uiesxCislnv in.er ty;l[£; esi lke lrtYu•jl.lsabst,tE tddexeelen:rre nf. Ydnsillc-is, odi.f tk IN, lay pilk(aam,pwitin.e.-flubU110,4l. A:i•tns Desitf Egiase .;ae;kln Etchot'63Ana!11)Drepemlio xdna,etitle pdidul eeptifin 1!4atlidlhf. IN a.Irsi.tkS141 IMI land.1, lnDnh rideriE°-1 &uslp nnopife•.Yd.c7 rawni!, s.nanet Anthony T. Tomho ?II, P.E. d.iedtisl n•kul epltiu is tle npuiGlih dlk7ru.IhO.ut'S.n*.m•N ynas l:Ik tat/mDslerr_a.tll [fetid dhs p',lc'I Itl h.d ne+ nnde u+Rl-1. tli4M den W ad a. Nils dfls tress. mot' d 19mm N.,:esmfiok!'e xslas.i.'Ad «.80083 la l;!eil Dss tine fu [satrfde is ,. sr:e'., h:Iatfd tv K tas add rcsdne t.ua t [iefaen sdeq Ez; oen asn rabssa In rne,dslu u-'efumifa Eld pfl.> n.i U.—f ,e,lMs: id's adom,dwi1::fi:i.«.it ,Inv 5;is.. df lsa.E«,r t,i ar 4451 St. Lucie Blvd. ftlFfYlSIIddN{Ifi.19:edi fidialle191AeflYdrtl;.eS1E1W1EI.ritlrii lt9FAltleNliA tre6.ua.>f6e;:pia;•insssfsaa nendoraaa InraIdagfnsnieslerdwtnl.- Fort Pierce; -FL 34946 oppijbi 02016 A I Roof busses -Anthony 1. Tomb III,.P.E. Reproduction ohhis doeuwem, in any form, is piobibifed withoul Ifit ritten peimision flomA1 Nonf Tromsr AnthonyLTombo 111, P.I. Job cuss I russ I ype ty y AO193457 WRCSUCE J5E Jack -Open Supported Gable 2 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 1 11:13:02 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-hd8MvYxhVTPlNbchQV2GmB59xv3Lw6FDL?GxWhzKv ? 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = 1.5x4 II 1.5x4 11 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL_ in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins, 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 = 42/5-0-0 (min.0-1-8) 2 = 170/5-0-0 (min.0-1-8) 6 = 235/5-0-0 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 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 8! MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10 Wwggtiee«xwg!it n:l. i¢I'L(LA IUiSEe rt;Si 1{tfll;x4S2 nsA i7kS.4,..M; iU i i.Ak ir:FD'>3k li inv ind!N;i!pxiset!:sae rxtidesmHis Foss&ii G I.Ixi,.DCFmimts'ksF(.[iwk il.f. idrem!: yeelid«isl. iih!rdierist s'its£mik kith iN;ei smurkt tNl skiih sz2 kr?3r 6 kk dii A!ID s sa aiilm; SitaF.n-1 tt mD t:7 «>•.urcesml:apnrc! 0".fd skd•4 4 espefu.Nr*.Vhii! d*_ : s sfipim N:!i DWl'W. 111, to fi"F 6nmiams L.""W.t ;. s;Mrvatr Anthony T. Tombn Itntim,hl,slmofR:asn=!k ym9.:: dmtD n ht•w;.m,rrty x f iz'<i:;a. isnt:i !xHnsntn:Ittmt tr i,;f:j:mof Ni. ta!nin;dd:t:teansNtl! rsrth.ss, im!t .rxe,i-.s;INemtWe ila!ilkEz;e!iasNa;7d i, P.E. t•41.1 Dnipx WL'Ws.r. IN in id ',ae 1,.7 et it, irlr.!s w p* ah tr_44t xwm Sddr kw...'MN p4mia'fl M TEA:SetixP.1 -d ri Til 11.1-"n:r.misali:!smt t.msdt! 1•.+ Dis!!,,ss D'vp aeu W'na fi.4s 'r..akss 08083 Ilitl+)t tdutt t! 1(Ithi9 K!ti eiii i 5i fi R_ iMH31f I, A:.it Preis Dt 1 Eiger 1{ i1; l kiU«i B!SIN. Y !S S tiers ili'r!: d in tmAt q, L: tp 13t,!t 1, x! Ct n kNN! k ,. 4451 St. Lucie Blvd. For Pierce, EL 34946 ipgriga . 2016 A Rao! tresses 6ct6oar 1.tsmhe III, PA. 9eprcduniia d tkis dctumeNl; in Nay ic!m, is ptodiEitsd n.t.aut the xrtlii ptrmissma ltnm A 1 Foat Uusus AnlLcay 1.INmbi tel: LE. o Fuss Fuss Type ty y A0193458 WRCSUCE J16P Jack -Open 9 1 Job Reference (optional) All Roof Trusses Fort Pierce,FL 34946,design@altruss.com i - 1-0-0 1-0-0 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:13:02 2018 Page 1 ID:gYaJJk63pYYs8AH1 dslpgjy7ODP-hd8MvYxhVTP1 NbchQV2GmB51 dvyWw7nDL?GxWhzKv_? 5-6-0 3- 3 5-6-0 5-2-8 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.09 4-7 729 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 = 283/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 92(LC 8) 4 = 61(LC 8) 2 = 190(LC 8) Max Grav 3 = 140(LC 1) 4 = 99(LC 3) 2 = 283(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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASE(S) Standard Wer.g PI...ti 14"a.ie*th %I IJC M1r 3 CSE[ItE'a 9EW ftw 6 On, Nst n; tT am a= Pier tte i3Au ae dd bi sassA i Eegi u ,Si erieseda Ir `uma IWAl is10 a blued a1 as0r,9e 0fties Ike face AESl+ nG^a^uu.i!x ear,e t&7p[aMr ex1 za9q lino- Flemse leFi k Ea <<e ¢W aped raea u xTmq kl dl,iat es o+urel. Tae iRs, 3e W iead antes ae opyrighl.0 21116 A 1 ipotTinzsrz Anth'anv` 1. TombW;111,1` 1 Reproduction of ibis domnent in any form, is prohibited without thewritten permission hom d l Roof Trosses_ Anthony T. TWmbe, Ill, F.I. l,a siddn adn Anthony T. Tembo 'II, D.E. a.d « 80083 4451 St. Lune Blvd. Fort p erce, FL 34946. Job russTruss Type Qly y A0193459 WRCSUCE J7 Jack -Open 10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11:13:03 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-9gik7uyJGmXu_IBt_CZVIOe6AJCOfa1 MZf?U27zKv_ 1-0-0 7-0-0 . 1-0-0 7-0-0 0 IT 11NM M 3x6 11 5 7-0-0 7-0-0 Dead Load Defl. = 1/8 in Plate Offsets (X,Y)-- 2:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 SLIDER LOAD CASE(S) Left 2x4 SP No.3 1-6-0 Standard BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 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, TOP CHORD 2-3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of niss to hParinn nlata ranahla of withstantiino 133 Ih 6adq tkue tkrlgdp r»ler WA l ijv iusEsntair, a ig Tim 6 (iilim cbS A 11,i , S.ACR_@6'Alf ' I., V,91 d p puluNlrs aM iHd ds a i»ilnsslt':F36 F ry T( ;,itt IN iek.t 1, lsada M, n lit.i.m, 5.i.n l e . kld,isdle jaded. A, TM y dAttYlt4RT:.tT ,Fd .4t<4 kt Mx 1 Nta%tdd. .t! of A¢SgE EEplrze Spt nifl Efarhk„9]5%I/1t1v 1N0'tttkSM4 tf IX,iY9:kduf pldt4SfFdlgF?'tEft,pt4lN(iIIlIES'tsE'Nt fl!$E11.5L^.,dIX:R'(N eEk TdH 1%-I'GI'.]jM1 li]HIp11%,fdRi Eitdtki9, SFIditN/ An[hony.-r: Torouo-III, P.E. Fd iit du;s l'FS 'N m Win isIn pvitflk d7. 9-, 14 0-,', Oftad,pl.r0! 9 rr a N rl,ttd 0f4 IRr oi It {ts M bFgmlE tH: M.I Tkttita dN 11T)vi i6 Ndi Sl d fit T,t,,..,144 N'd lg. sargE wftlld11E YC i4E[ pwis... t.pdiS ]: fr d: «:90083 Ifm{ k4 oK. M tteCS?'tM i:i s4'Ja,.F(F.11p( ilMp(bl[tsply'!{`I e51(tllklGy( pswldSEit%hie!udl ilsi pidlfba2ftitds{(dlfk'd 4f'N NIF?'S%S It IttiHi t,tii¢0.5i,NlSGib!..SF"4.1 a.Ikslpltt,l 5.7t,g 4{Ia:HA91ft,,ddadlM--ts; 4451 St. Lucie Blvd. e7 .r sriEtilg{ta a9tttl ipktd±pinul7figlr dl jiP is 4awtd i4elje:pa s ngEex 1u11%t.uN.q Crsi]e,'. I ss, asIxr r+ap %tl9ay [II NaFao]uim ida iuitlL - - - Fort pierce; FL 34946. CopypigbitFllRl& A=liootimsses-Anthonyl.iombollL.P.I. Reprodutlitodihisdorument,ioanptofe,,isptobiledwilhouttbt.ridenptrnssianttimRlRoof 1asses=AahonyI.TomboIII, P.t. Job Truss Fruss Type ty y A0193460 WRCSUCE M6A Half Hippl1 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 1 11:13:04 2018 Page 1 I D:?sOQvi IzBGko2hFpRYi bzzzOpep-dOG6KEzxl4flcvl4Yw4krcBSpihSOOu WoJl2aZzKuzz 1-0-0 5-0-0 5-11-4 1-0-0 5-0-0 0-11-4 1 Zxv — 3x4 = 1.5x4 II 4 1.5x4 11 1.5x4 II 5 4-8-0 4-8-0 0- 4- 5-11-4 0-11-4 Plate Offsets (X Y)— 4:0-2-0 0-2-11) 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 0.29 Vert(LL) 0.05 7-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.02 7-10 999 240 BCLL 0.0 Rep Stress Iner YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 25 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 221/0-8-0 (min. 0-1-8) 7 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 =-116(LC 8) 7 =-132(LC 8) Max Grav 2 = 221(LC 1) 7 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-179/300 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 132 lb uplift at joint 7. LOAD CASE(S) Standard 6sury nxaenx a¢ar re:hei •iinc. re :sir^srntr s< .:r=ui3at .nicsi iasrr xl.t,. a cs:MM—in, roar ars$r.,xan,xtr,artxi iun: e fi y;ro- rrt rlmxt l.i i>,,rt tdaextu.>t :exr. u>in:ee«.irrdd.nrrDa,xlr nhtcxxnstreswlaeerinrc:t na,rn.r:e sDelrttw«..se;hmt,mn.auaxx.mDnpe:n,xxxp admtr svrydrx,nnr.rmnagti•mrst n a+rrsir rxneDnan.xeaixi;ceh,,,,vnrnr4haa,<xnmdnrr Anthony T.Tcnfia;II,P,E. rJ aiedtisr k rlmtiu is rn nsrx:Nlih AneDn tk Prxfse3ta•eapsine lallmD ree•,a5f(xl9dli lC, nr R!atn hdk,.tas rda ad Rl I. 'le qpa dnxtDDWu:lxli edn rrst.'9x M'ry crry-lhlldp ek: »I w!•z a.rmsk'':kd 4r 80083 ra e..roespemut.'.zixY a: xihfill MI, xtlit iixmr.:nlraw sdnet.mr(amreaexsddeW-anu{(SIpdh,Warmwstueeiddf.rwepdar..rrrinxiIs"Wase,:nesadd;Kdn>r."!ksi;ximsDNpupnxxtrx;rmnrr..iu:xis 4451St. Lucie Blvd. all aixddixdl)eeea•edepiidexauwrffinildlFlom wdr.f raeiies e. fqu'.isINNWonrDrs;rda xt:.ssrm.EyfuerOwNdent Alle.:lli?Zhrasdsmtdadxml,- - - - Fort Piece, FL 34946 apyright 2pIdAlRtotTiasses Anthenyi.TomhollhP.E. Repindadaoeltkisdocumem;inany farm, isprnhihitedwithcarthtwiinenPermiisionfiomAlRaof'lloses;AothonyT.Iamb III, p.E Job Truss I russ I ype ty y A0193461 WRCSUCE M6B Monopitch 1 1 Job Reference o tional i Roof Trusses, Fort Pierce, FL 341f46, oeslgn(opal truss.com Faun: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,13*04 2018 Page 1 1 D:?sOQvllzBGko2hFpRYib=Opep-dOG6KEzx 1 4flcvl4Yw4krcBSeigsO?GWoJl2azzKuzz 1-0-0 5-11-4 ,; 0105-11-4 4 3x4 = 6 1.5x4 II 4-4-0 4-4-0 4- 8- 5-11-4 1-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.06 6-9 886 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.02 6-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 23 Ito FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-114 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 217/0-8-0 (min.0-1-8) 6 = 318/0-8-0 (min. 0-1-8) Max Horz 2 = 116(LC 12) Max Uplift 2 = 117(LC 8) 6 = 118(LC 9) Max Grav 2 = 217(LC 1) 6 = 318(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-229/435 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. rygene 6u IN ra AI In: r s:sCSEtlfre UR-LI f1w d(AG{rIEX3(05MMxf1Ti OCERWI hta. Wf 4sip ders W"dia Nis1 sDew'j ylC:-eu MS Lrd l.lamfri IE Id.z2U:w!ee.ent Udestrax.itr ildd N 6, IDA, mlp kilfrfnN:ib XM sd el fu Mr i]X IaN d'!d![ YSf an je tla¢lb 71 <rp ilw[d. Sp ttd I[(l a!lXP MSNNY7N:t J1k1Ji f501orG%f. wtl Srllfllltl(it kit lffp:dMF Sa Ft.!f brad l[Ilt an Nlt Ydb i.!-t..er i2Un 9f119ph- Anthonyl[BF I<nfMN!,f.11raNNZtcdseda;trn kurlalln skier X itilmdf720re the isr Nyes ..nrlul! eDeslae iarnn9diviR(.n S`ni1X helro.E+AMfWIrFI.'kyyrmdlXe U9[tlwrircitrsrdlirllrss.'®AM2sIzA',ry.t!E;gf infillpiNaeknnsaald sFati's:hd .T: Tnmbp j11, P.E. ae W4us 0.gj eN [grrna .l st uad b lh lot, rd lx prom sl piid sin Wk.1( Im S9I&hmrna t(si` 'Iles at lM ed Slid ut tdy_mteib d?Isf_lrin ns0r rn nsii.nts nXYmr!'kl:ts!Itsi i s. ir., z80083Nh3NbiPb, 'R Eenb tai rn!SY Ar:tbb,aie:s rfffrisr lditdl a [teu fad rrnuxtia it dl eq 3 p f ry 7 Ary - - 4451 St Lurie Blvd. r rp ry p:es nbfd tee rN.>:t a, eeefs101 nr delta C, b-,ul.r.sS slot_ irzer r"a Nd tll fusud:d vet nr os leFadorll-I_ Fort Pierce, FL 34946 opyfighi®2016A-lkseffiosses-Anthony1.lombeill,FJ Reprodortiaeottkisdocument,inayform, isprohiRedwithoutthew6tteapmmissionllomAlRoof Basses-AAthonr1.lomkoIII, P.E. oTruss Truss Type Qty y A0193462 WRCSUCE MG7 Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, -'Fort Pierce, FL 34946, design@altruss.com 6x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11-13*05 2018 Pagel I D:?sOQvl IzBGko2hFpRYibzzzOpep-5CgUXa_ZoOncE3KG6dbzNpjfA6s?7KRfl zUb6OzKuzy 3-5-13 7-0-0 3-5-13 3-6-3 1.5x4 II 3 JUS26 3x6 II JUS26 46 = JUS26 3-5-13 , 7-0-0 3-5-13 3-6-3 Plate Offsets (X Y)--[1:0-0-0,0-2-13),[5:0-4-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft 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 0.97 Vert(CT) -0.06 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 4-5 >999 240 Weight: 40 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-2157/734 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); cantilever left and right exposed ; end vertical left exposed; LumberDOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf 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 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 6) Use USP JUS26 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) YpAQI F.!8£, ¢Q{$t$ 1t3al.As.? )'M."s M'sot to" k N' -['ifs to "V-1 .¢fib ooaloo A 5.11 i,.¢. l4tr ? No oto, m o6,ss "uf *,00t@ p `:kQI tso- Na;e¢uult.Aalns llesxd.+a?iroGs A'tfo a"; iapuWt SKf naltouahu,,ss a;n Anthony T. TDrijhO II:r RE tee-ohi: Imslow SMdmti; redo,Rd1¢fl;era:.H,G+'xislki¢xE•lagrela:a¢x;¢ n; hb,ira'ls' NII(Atltiaa":,cl¢i'b;> *ad!Il 460083 ne¢ Ne¢Pssigra ml:td]anl. klla»es el9gnae i tea id r,c,es eva t E :q r„o nSstts le!tam anfld r»wetty T9 eel sll .t<x ax¢-014aseTM I dl..es ne,..miatht aaa ams 9(ht ha ;'Us cross ¢,}+te¢neef nl cs. gmdeCeies zltss 4451 St LUEIE Blvd, a ia a,`¢ 9!,tet,Yrl,dti[ eve. sgi£x; raheea d•n lM Sias BupE a«nkti h, ¢anln¢@sgae a ss s>k. foll . ,i ta. t'46q ._400liAlss ae"'Idiot '@?. Fo . ?fierce, FL 34946. InPr.191i1 V 2016 A I Roof Imses Anillant".L Ignite III, P.S. teplefissiDDDIthis doftintnl; in 9Dy16lI1,<$P1Dh ai14>WIl;oill Ilit -lien h oon A 1(UDt hufse4- AnlADeyi, TonsbD IIl; P.L oTruss Truss Type tyPly A0193463 WRCSUCE VM3 Valley 1 1 Job Reference (optional) A K001 I WSSe5, ron --, — —, UeSn!pn'&_d i uuaa.wm vn 0 2x4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11.13.05 2018 Page 1 I D:?sOQvl IzBGko2hFpRYib=Opep-5CgUXa_ZoOncE3KG6dbzN pjgD65G 7UXfl zUb6OzKuzy 3-0-0 3 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 8 lb FT = 10 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 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=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard Ne _ Zt nunap_o, 5."Olp tru.r. pr7p pOSSB °Sl.,t',-.b.11t,.tM t.9bU lJbi.CIAM, EU'f S,Itx,.4:E6oY,i"1'zrn. iei3lHi ppxttersr3 utial tdtsegis Tins tp pfe-t it;,:Q(r•s M2ri9.i-lnaiz 11 t, rlHex. iittl ltfaenv.. kte<,Sa:'teriu: t'etce$it ,tz(r p:tt-0.. owt"W le"d krfl rat h'ei. is tN Dump F.ryiaee, spno.,Ea- ttz aM to m±fi 9uKzxznsa aatphe orltpat'—a' y m%tspers:zght o" z+po ds side, itpi2itatk• IN ttl oo,'IN'tf ropes, s. ma.zainp xGStzt- St« athOny T, ?ombo Ili, P.P: tei eire INx la sh, mr Sn.ii I.eW .;T dIt, t aa, W Gsatrs idt-d mean "a i a t'e'4": at at, teste s:l tt( th ipa txi nt .al pm'i.. se>ai N7 1a. apat6 aria m w dtlz m9N a. .mug xwltzi Sfum m,isd mt WN s#111 Sa •isms kdnd 4 80083 sudo ter W'6' c snayua r4 m asdnl r t ta,aiit HmSKI Yvpwdplhaa lua at et,m ml t>'e sdut .z ,>s a+ ragaxni S,mdade, les, 4451 St. LklE Blvd. ttetn,adr?;eet l,ttasa,'a,f tgsef;tpst eve epw a:; pxl ,w8u as imi, Lk p,E mRS tzp diRq [nt pp a rs, s«stero cxpz+. siaq .@q iJ tnhl,,z 1. ras es as iehaezu p;. - - Fort Pierce, R 34946 epy'#1 V 2016 A 1 Rapt fimec: Anthony 1, Itmhe O111 lttp,odunion othis dtmmtnl. in any i$ piuhibind without the widlea ps3mssiaeLem A l Red hu"m Anthony 1..fam90 III, P.I. Job Truss cuss ype ty y A0193464 WRCSUCE VM5 Valley 1 1 Job Reference (optional) Al Roof TrusseslFort Pierce, FL 34946, design@altmss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 1 11,13*06 2018 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-ZPNslw_BZhvTrCvSfL6Cw1 Gm 1 WOBsxnpFdE9eSzKuzx 5-0-0 2 3 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min. 0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and,any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% kpl 'r tBFt Ai3Wjeit CTYY iM.Z ¢1r tU$it: °Lft..r,.:tRSSI> )E.9ME8E Ys.est M, ru17,ri:,.i(b r'bA 46, 011ooIviolmsMigi"I.N,TI-Isr#;,!'tilt; ri[O: W!TmN Ili t r44n ta.NOW.tW.. ad,a48YNxi545Mt4 ib'4F U, UW W?eF 4gnenee rids skill le rrihr>s., `Laetere'ut. Asrltt s..p eyaee ,i e.,Spas*Sasm!n, lk seo'aW G9a pauae ne..iMud@z rdessrte .y nxg rupv xl:atM*r #spda•>iaale ms tw w'Wib I sax .I €. is dsgee xss :wsw.:h Anthony T. TOn1L0 II,. P.E1 eN exg16r.3a ss iei *L:3a;s".aas;em.a.S'dR;brw..#r Gae?:'s rirtn nel rgno r rk ax;h ryp.•r rae eENa ttt dent u!'xtlaslla3 Wl q!!s>. ra;svadd a i:S4#m de rF•het fm cmxda;smogs uWEB.;>Il es tv •a!t»iiiJhd T80083 net u ;ers p a una a kR*.selwlsarl_ltoi fnis a e r s€e a nsehr tarsr ! tae Fl esatae n ee r dlat a>tta>hrsre a ni,::, i:n<sd+rnx„!ram ,,.a,,Er e«es r,adndse v ars 4451 St -Lucie Blvd. dNirFsdtSvn,a Le>w gi0;4" xi +g it wkce, mokc :N Ti,,s henp f.?—. 10A, t.uDag henper,s, T"', Sutra Eel.Wwd W, Wliq 4:'llgnai j-,s,'is 0"a,N:.- FO.. raefU%, PL 34946 npyigb9% 26ibAiQnaQigsses Anthony F,FoosbtIII, RF.$eprod.dionofibis domanzal;inonly ImnisplobibitedwAboulthe wilfenpeimssiar.Ito. A-1loci itusses- AnthonyT.IaosboIII, Q.F. JAN UARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC AAieEa M tw Ae le wda # as+ra Ivc WdinnAr e,r h I I p ,ire! A a t7k 1-ire 4dS% x!21k'Pe'r.f+!'5., egr+j>la wr iopragh{; i'itSOA-{kaa8':nssxv Ke: Ev as tt. yW' " 9 ? . w i a',!hWj, 4Pfr_ 9+sngr "m§xxs s$ Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's x w/ (2) 16d Toe Nails @ TC & BC ( Typ) 0 Attach Corner Jack's 2) 16d Toe Nails @ TC & BC (Typ) i k-na}.. re! dgio-c 3 brtsl-.'le-@nb ptsitk srhpe e,e.. Sri:: , s 9 se6ss.ttmYuaS- W!:a rr'osl : .Ant i'onyi 1—to W, P.E. uAxlalfallta{twr re€r' arWH Yttei@W 2atld!rt, i¢asa mst' ftq, r"w6At!t33alrt*rFRi C$3- u N¢rC.em 'rra f 'arnama p I Tao- `fr?si oai.he.rrd M,!r:p a 1, sr a ywr, Az r.;e.lmgisN re;rM#p.?e: aau tr! r rt ba ix I: .rl mp+e, eaa!ttee ir1. _ o a1 L 3e9, t= r ri _ P ofer.E, F:L 34 16' iE* aarre+r=ttenpsrmssiaafrcmkltea.ila3 se,6eihEari,ia 6etl;t,P.{ FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 Aw A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCF TO DESIGN THE CEILING DIAPHRAGM AND I1 ATTACHMENT TO THE TRUSSES TO RESIST i OUT OF PLANE LOADS THAT MAY RESULT F THE BRACING OF THE GABLE ENDS. uvu W -1 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X- SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB 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 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYEO STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS T^" TURAL TRUSS RTI in AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARDCONNECTION DETAI RUSS I STDl-L04 a THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS! ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8- TEE-LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.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. ti 11M 4wr i %'ilI Jf tiKS E`iA iati EBB Y D7 t ,i tM Y6y t'tAr .t 1(t1f a P i,islp pr 'y €Map rain i. o vsl l)n o k+ism.r +Itt 3 dMm > Ni c-', % arI 4ec*' Mn,f li Nl i fYs1A3 adik Aii Sr U 1 i! ;il [ 11 21i+!'_i .Sp911A 5'w'. iik ia§N n#f Ci.r spy ,n SF541 sf4. pM vmd. am3i+NI pN i;f 16Ik t t 133t mIF kFi i MI' aa`i a$n i tl T.§:34!p ttudii l ni fixY ii}.Aih 13.t3`!'Ji3 .: T i[ii7^.:5. r'.[. am Ya dae a+rcmna r,i i+Jr r RhC rri:tea Hyua tte 6:ilktl,t R+;a?n `n ii' Ra t><mi n* ralAra ru: t P @e sv v I t dd S,la z4 1 : a:iHua Ms ft s G <abSa eiE i -iry „v.in ns eun sa:uYd f Rs b,x•%: »v Iralprta r u taper p4mrxa e vAp ipzs r3+.9gtwl rsW .4 9Keaaa i;*^resa So+[ ai 1rro.We .i x;a,a, fle .>iv4ctt..resCr.p;waegad m,,4Yvtke? n aeM.; 4JJS3'. cam+ sDse.Witwt..arraLxe m t;..,une.iwdN ,N7 asi3 . , i,a,l'kix-ra0.e¢r,i,s:S.Jsa(apa+ra'm pni€ae tYr'-Y(L,f , ars e*'.,tm.G;:. 4 .I S.- Luce 21,ed:. r' USr1 Pieria, FL -34"6 tapegl=xi 2ti9k iRa,f rsses Ar>FoeyL (ea lli,fi. pt atde:t ao- eatiis feturaecl ig a y'ar n,s fo,N tee w:rtas l np xdnen pe aisvua{faa4-1koflinses- Ardtnli inmia711 pl, JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 44x;+ cT I I IriG at vn FOF SECURE W/C ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. rn kr9fe25wP bf`•+m ht t-iW`Q(171S.i5, i.I{t>:,.pElt, filtN r: Nt t:Tx'StBSi'}M; [fFi', .iN\a\,(;-9iAT'hA M1I A G:".H paaTMPi m7'etd apk m\nf .§tr-t4,g ata bp; OQ; mi 6 l®'sws ten L<p,p.i datti. tm k1 pHtYt 54 hri'r iEt CJ§Tpa klPYe itl ,a.t §ite Bl'w14 i ar[en ERaaK: atr iatlM m.ipO `e$iisex m K'§ik§jai lbr peM .kR vrakt?.t llF.mRvA:cF`K 391d5.ptC v:Sjii`>Y§fpip..gymlEa :'! mdu: dFtiusxiK arr:ak:+gts§et§yaati4 al Faltvsa;.Cx§ot't aahKi,!iye: Kau Bs:Anp'r_ivaes mHu "ai Cm tlf,l4 tA§ad wadi:.{ttrz m€.%; lxr min=s ai h>t pP mf m, :Aksu Klhi ftur,. #c:igi ne y M1aap pls tl ARd tadIK46 t9 a>a selan Misad tkpeCnda Ou.G'ce k Juq.f¢tmis 5eey kdce ae:C.sfp§lhtixilp `-p mE`.[c`i K[dxr ap\ pwesd pm:mu. iil._tpktsM usiroflW7xs bi GnsN i tieutr rSx9q §.§ ail acr}ewacrf=aphdl prrhei mr§i.ed 44t=s,,:+gs:ara'a.63I tlpW4,q&agsn in—ifwn Mti* tEic 4W r, ai a.&?itef 'sFpl. Caawialtffl9D16A-iCnafUasses-ftihstvLlambbIll. F.E. lea:ddatiedofftduumm.inIry b hp•ah4itecrrnaactth:prtitleopara.issioeilam9-1106fiiassesAfikaeyLlomk11;,,1`1 it.5 eIIYv' ta,Pp 92'F: 011 yr t, vrptvas:iwlia7 s as :tl A.tklscmY T Ton'bo 111, PJ nmxmi p$ q z:ill a§Pu t.p:a li:ka : $sJ&3 Bt:a 5eFaraee ins. A1uialKa,+dtss 415! SI i..,e BW For', Plena, FL 3446 FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 GENERAL SPECIFICATIONS: s. 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. e'. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGNs DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURI W/( VALLEY TRUSS —y II I r' II II II BASE TRUSSES TYPICAL) II q 1LJ` GABLE END, COMMON TRUSS, OR GIRDER P 2 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. VL ifllL r% NO SHEATHING) N.T.S. a'1 %w5:tingal. r. fk •3-i k of rk S,i -i:i•` A 13 tretll3 nvAi M k i 33<-'6t" a` tt[1tf K'ar 4 Y a° °p Ma,+A's aN>!,i ana a M+. dr r+ q JW, mt!nt IA.m T am,, , l.i. Hr'Hs'kP b,*e ,t ski , l ,, 5.4. 0'r rM mk tl}k cm al a•4nii{r d`.m:uttt hlr rot k. i t}.s ai pa ig ka s:.'"t oy wa,:tk 4e1 P" ur;a.sm+,s,s.,x pdY,swsd.tynaad .,M4d3 p s'dra,tJda >a91 Sf:: a,e>?fot6}t'.s+ WUIR! in tzv,t +ail 'vd:q.uAll I ulJiitsWurtasns'nn srb,t: .se!eua.+,rAmrtEu A.re M me seubasi4n rut&I" - AnhLrip i n i7h itl; F.E. evr .yn+ kx..a ha it ax tt: ai re xn lxq r4k xr! q hr mp•e: Xlh+l baA mr tvN:.seJtl I s,. a!IxiaA dae s q. sh'snm a! _m ax:at 94 rn,wsauR d. _ 7 ar Aet+F uamd (wne7m Gsu4s u,,; xr iG;dlu Nen;e: n4 gs mh}as m a:4us it mow Sera fir aY s R:ib+!=I'xee 3t tY ast,kz ax,n;m[:d'aiswei,u7ra*.'?I ld,erttl —oa nsrd64419mN.s t.grer.:rr.,:k,. .w.se:•r Waromnr. u'.,ess EC} 78e 2451St- Lucie Shrc', mrsht+Ni.r"Mna gre'f4a w+a}h di,prs;d rd I IAysbnq. yaer ns.I k.q sr..p+z,- us 6•P'dmr Ms4.+f sPc ca 4i sa,s c xia RI, Fort FI_t<.. FL :;4436 en,bk ifGt6F lHaat itsxes dm4orr item6e76Pk. to arnaa ei Ms I€as forma ', - -. - F1 - y p y lspr„b kirerl r_nk tho er:nea perx ss=a-omd iiaa'irosses•katkary Ltaeia lC(_p,f - J U LY 17, 2017 1 IN U %.1) %.1 L_ Lj V /'1LLIL 1 %7L I "L_ 1 /-%IL HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUS I BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD U I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 000 ueia{i'sesa ttacr p, esnm!'i.i4,hlaOuEt_'S1'atEY",:I1 ii1 CGN44CON2IlOfif'sulkTyy!:A{KA.1,4:•..k`s(bo1'yd ptrygpaa smlr.:9E r+ei i Ax,'1±®fSGaq<p ml*SA;A Sapml Y. igspilll-a.4 flckt3>tt$@;tlb$es. .. l%st+e7i vu ile>aa iGD: mlp 45aeipa3yaisktl N:u€rc ne=ncu ea-istitt„t i,p.a. e,.tieiu!}€qam`, ai uau m=;DF(snvsmutnautnxsypyia#,.pisiu:ipa a<s,aa s.nKs+;, «m, rn., T, e u aurua: luaq:almiau4a4 Aticluny T.?'ombo Ill, P.E. atdkstd si-xs hr orb fug s 4,ngas Wlryf i D+m„lbtin!'iausntai gtmstle Gilts@smr,alk!rwsaitE+IK MIX ml gtt +iaiffiojnN oirR•1'u8;pa,aaf tAe'G9 rstm4aia5xd9u rrns acidl m ,nna e.msmllS ac ailncq sAt,:fi Curia did;n'a r80083 s4i6saaug£a.mpd aaexaU. wotiolmWai48Fm",.Apollmolk tan"sdnaluaanta•K abtkii6?tN dlGSEe^Airts,6txgmrtr d a.OPif?gOsuaw_;Aagsaatwnon,I,—D.sW."TmlUstmEagneaoe.rasL',a r::11 4451 St, Lucie Blvd. e'se bdaaindRbar re4 tw :. >n: it o9>irarsri§+1 rM mst Stu i itta Za3tA:IwR pr;pm alai 41rm>+IlTn=rl c.M dig £A ri 4.N kra,uras wl3a{s•sPly Frtitf Pierce; FL 34946 FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN A Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO A BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO r SHEATHINGB2X4STDSPFBLOCK1 v IN DIAGONAL BRACING ** L - BRACING REFER llv V y1XV1/ NOTE: REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX NAILS. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED G' O.C. 30 TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-0' O.C. S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0.131'X35' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9.12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6.6-11 11-8-14 2X4 SP 42 16' O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. i, FjEBRWARY 17, 2017 T-BRACE / I -BRACE DETAIL I STDTL09 WITH 2X BRACE ONLY DOTES: BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN( S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T( ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 [-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 P pn TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d r NAILS (0.131' X 3') NAILS (0.131' X 3'). I ATTACH TO WEB WITH X- VERTICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIA.) USE METAL FRAMING ATTACH TO VERTICAL L ATTACH TO VERTICAL -INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - STRONGBACK (TYPICAL 0' WALL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) s 1, FE. RUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c Z0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. 162 72 58 39 37 25 EBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 L y 14 V` A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 24" O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT 12 VARIES [:: 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 iFcw}.lira.r MUgk• rx:l. fr'4i iC= !IR:i{i'i[tiN j 6fs;P:i };Iris [ (Ex[3Dxi'FiP.;'ftl!iY i:xxC'll.::^:+.YLM^ Mw. ixir k:ip PaxrxM!! nrt UMi U cUi'rn: G;:a;xx±q Tm W b SRW.'.:ra» W I.I 19xre i»rt irke •:r. Dd!s: xMr.:tr rxUiU mr I;PI, Uis y,( r,{rk ss'M. Yb M' IL 1st( Brr:}P ..egUx 3p x'r he Ni rPDDrq t pbedb! lU{NenpP Pa_ -:a. 5M 8ri vgkH e3 k}+Mt xu(Axth .a&+1?s i. lh Pa;IM}W... w.rt.trr Anthony T. iL#'1CCWdMs(> b W 4 Se 4a.. d#J # aan : r #-1"N YR m —.1. d At .M J Ad.A. i.JWq okW P ( 4. Re 7PW ;.ri #1 ri-ini-f —i»i ftll W"n4 ":W it 14 aw" d EOC393 W 3.das "an-p+l' ( — SCUM +t »!+3!3AW tom'. NM dSt ka.4 (rmYwM.A ltxres.WuSw,"Moo ikMW1 .i 4.P-A"- I We•mrr:l^,fi,dr:xr W Mris t" r is i,;q?^.rt.n.H•(^W^'+'wel s Nu .'art: i.9e.i.eae{it¢iL t(t Ky—W. -' k, >!lU}tt:U +F2 b.. 0e131u},sS:Px-.gl .tyx r°R xw Od}. Sii qli iM., Pdtre q. h. 4451. St. tlide E1,d, w toprr hP TuID IPcaiLnses AnipcxY LEo bold. P.E, Se sedan on cl txls do.o e,l eaa lorW is du h: ws doni tde. nie- Fo._i_ice, FL 34946 0 p Y Pre ..g r'xssaa 3mx Al aioi Gu}ses A„riferL lerdo El6 P.{, I I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 IFEBRMRY17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES m A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 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 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' 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 SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE DO 6' MIN X' MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. eta TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). S FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 r y Ail# A s_ rrr. rr r r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.146' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SCAB L) (2.0 x L) 24" MAX 24" MIN 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 407 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES t. 4 66'4" 6"1" 5'7" 4'0' TO" 176'I A" 20163/d" 10'll` a n FLTTCE r> Xv U1 W CJl C31 I MITIdary QO 00 413n tit i'uyc — t/ l Il,l v TIAH j2 41 1 tiltN - r FLfJh I III I Fi:6s' r z• rc 15A 1tiF FLM r:,_...... .. _ t cx c j5A . 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Q^OC n astoas T7Z2( nn zto mv OOo G<o-OOcu<tMEny m O.E a O 0z (1 0A Onp nooSo Ocar- ?zmn m mDzA O0 0 n UtOO O mZ= qOn"mmzp Br m cmv zZ,mmxN0Ca,z0m- 0m, z ir1 A N m I20ZmDy0m< Zm0ymumnz3AmOTOmDmAZIN C0MMm pz(o Dm FpCOz O = m O ncumTN ._._ A .__......_—__A ..._..._ tcomponentss, wilobilit and use . t-tural building coca o ents e. trusses, etc. loranBuildinsthetesofbilit al rise Owner, the Owner s outhoricod o e I or the Buildin Desi a hereinafter BD UU PL CEMENT DIAGR M NOTE: he deli n ossum lions, leading PI _--"-"-' """" BP9conditions, loud posh Y 9 P ^ 1 B ) Y B iPn Y 9 ^ 9 9^ r ( ), in the comaal o rise IRE, rise IBC, rise local building rode and I (111 i). AI Roaf trusses and Anthony lamb., P.F. shall be pamittetl to rely upon the accuracy and completeness of project contra,, oad ronetru Lion documents Calm referred to atlimes as "Suudmal Enginudng Oocumenii'). induding ony spirifi slims that hove been furnished to AT Roof Truces in writing by the BD for the Building. the truss Design Dcuwingls) 1100(,)] and leas Plaamem Diagram (IPO) ralm,m,d have been prepared based en the erinsl,mlitm d-re,nil p... lead by the BD indirolinq the mmure and ,hacude, of the wa,k. The design nneria Ihaoin hove been transferred I. Anthony tomb., P.E. by AT Roof Trmms. All TOO, (also r.fmW to m limes as "Shu,,woi Deleg.led (ngineecing Oommemi') are specially druclmol creme m designs and may be part of the proj.d's debr,ed o, phased submittals. As the Truss Design Engineer, the seal provided here and on any TOO represents an -splom e of professional engineering responsibility far the design al the single imss depided oa the TOO only. Where .goi,,d by the project arlrom o, -WrWum document,, including any spW icutiers, a IPD identifying the location of each truss, as assumed by AT Roof Truces based on its nvhw of the peal.,, commit documents, is provided. When the TPO (i... acudural submittals or shop drawings) serve only as a Battle for Dabs in liflotian, it does not require the seal of any REP. Anthony Tembo, P. E.'s seat on any TPO umitim visa' the individual truss designs are hosed on Me positioning shown and that Me dimensions and loads shown on the relerenrod drawings match that positioning. Anthony lamb., P.E. seal designer., specifically that TPD has been coaled in compliance with the latest version of TPI 1. The Building Designer is responsible for and shall roordinaft and review the TDOs and this TPO to, mmpmibilily with their wrillen engineering requiremems. Slruducul submilmts (i.e. shop drowing, shall be reviewed by the 10 for mmpatibilily with the design of the building at structure, Including submiltai documents prepared by others, deterred submittal documents and phased submittal documents. This review shall indude a notation indicating that the reviewed documents have been found to be in general coMmmonte with the design or the building ( a, re make specific mrretlions noted and to rehire for review). In the obume of this notation At feel Trusses will provide its Buyer with the design ossumptions used, pa the construa!un documents, to design Individual struducul building components and provide any TPD, par TPI 1. the I-, Design Engineer is NOT responsible for the fallowing Including but not limited to; Transfer el lateral load from the toot to the theos wells, (unnedion of harm to the bearing support, Design of the hearing supports, Lempomty and permanent building stability bracing required in the reef and/m floe, system, Transfer al verOrol lands dawn to the foundation, Design of the foundation and $0, Analysis of the roof and;., floor dtaphrogms of the building, Connection of roof and/or floor. diaphragm 1. the. Voss, Specifying the loads used in the dasi a of the Ims- and so forth. Nailher AI Rao! Trusws nor Anthony Combo, P.F. is the Building Desi nor or truss System Designer ji ginea for an buildin . It an en inamin servicos, outside Iho sro a al work of the buss design en mm, are to ui,.d h the Owners the 0wnar's outharind o om or the BD looco toll IP&1 9-I I . ........ . ......._..... g. ......... ......... ......... ......_... ....... 5... ......... .......... ... Y.........g._ ...T 9...... 9 .._....... P...... B 9 9 Y 9 . P0010arosusranu. Duct Leakage Test Report Prescriptive or Performance Method Permit #: oWnfor'mation Builder: \ idoO SCommunity: Lot: Address: U it: c City: State: FL Zip: Duct1eakag a Test Results Prescri tive Method erformance Methodp System 1 i cfm25 System 2 cfm25 System 3 cfm25 Sum of any dditional systems cfm25 Total of all systems cfm25 UPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.2.2 Derformance Method cfm25 (out or Total) To qualify as "substantially leak free" Qn must not be greater than the n 5 proposed duct leakage Qn specified on Form R405-2014 a = 0.00 Qn Leakage Type selectedgyp Qn specified on Form Total of all Total Conditioned stems square Footage on Form R405-2014 R405-2014 (Energy Calc) systems ( Energy Calc) PASS DFAI L Testing Company Company Name: I_J- h4 Phone: t/C) 7 C r 07C .. I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Date of Test: lc !91—*' Signature of Tester: Printed Name of Tester: h r j License/Certification #: R I ' D TG Issuing Authority: P, Envelope Leakage Test Report.(B'lower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017Aorida Building Code, Energy Conservation, 6th Edition I X60_ 51= .I7 CFM(50) Building Volume ACH(50) RYASS FAI L When ACH(50) is lessthan3, Mechanical Ventilation installation must beveriliadbybuilding department. Method for calculating building volume: 0 Retrieved from architectural plans J&jCode software calculated OField measured and calculated Company Name: / I 4-h-4 r-S Phone: 1-16 7 Y'VQ — i 70cq, I hereby verify that the aboveAirli-eak.Yge results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirementsacowngto the compliance method selected above. Signature of Tester. z,'4 Date of Test: L2 1Y ZZZ Printed Name ofTester. u—IZ License/ Certification #: L > lC :C Issuing Authority. '. T r. . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: O en S j n Documented Construction Value: $ aQ Job Address: Historic District: Yes N kj 7 Parcel ID: Residentia Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Phone: 407-323-7515 Fax: 407-323-8954 Email: info arapi-orlando.com Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: Street: PO Box 1117 Fax: City, State Zip: Sanford, FL 32772 407-323-7515 407-323-8954 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for. electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i' NOTICE: In addition to die 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. OVIINER'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. gaature of OwnedAgertt I)ete Print Owner/Agem's Name Si tine ofNotary-State of Florida pate Owner/Agent is Personally Known to Me or Produced ID Type of ID Sigpature of ContraaWAgent 4tep A. Thomas Smith Print Contraclor/Agent's Name igna kC 0 0taiY-SOA , bpi L *1-Cke-Smith Dale NOTARY PUBLIC F' STATE OF FLORIDA Ca mi# GG135M 5 s Expires 8/21/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type.: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:__, Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Peradt: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER COAfMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: BUILDING: Permit Application Job Address: y:;t Parcel ID: Type of Work: New l Description of Work: CITY OF SANFORD BUILDING & FIRE -PREVENTION 0ERMIT;APPLIGATION, Application No: r 4 Doc nit`ented=Construction Value: $ ' i b , Historic District: Yes No wResidentiato Commercial I ` Addition- Alteration Repair Demo Change of Use El n • r. 5 Alt l;o-r in t4..1,.. t`%t i-- } i ter. .. . Plan Review Contact.Person:. & 'I Phone: Lki-$5001 Fax: Prof Name #" Street: City, State Pllr _ Title: 3 38'S 3 );.mall %1VGC t U.l ,Yr o» • Ow, per 1pf ormatiion; Phone: Resident of property? zto Information Name t ftl'• Phony Z g5 30c L street, i Fax -t =-,,> ,J J r City, State Zip: n State License No 'CAep Architect/ Engneer Information Name: _. Phone: Street: Fax: City, St, Zip: _ E-mail:. Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT -WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 0 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 acc-uiratea—nd--,fff'iitiatr,,ivbrk will be done in compliance with all applicable laws regulating, construction and zo`n' g " Signature of Owner/Agent Date Sig-, to of PrintOwner/Agent's Narne p/j,pt 6iitrj SignatureofNotary-State of Florida ' ` Date Owner/Agent ,is Personally Known to Me. or Produced ID Type of ID jr tractor/t gtnf tc A enNs-Name ry State a rtontln- Date CHERYL D AKERS MY COMMISSION # FF998962, EXPIRES June 05, 2020 gent;is _1'ersoilly°Known to=Me or Typeof-D, BEL W z5 FOR -Or E USE' ONLY Permits Required: Building[], Electrical Mechanical Plumbing Gas °Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg;,. Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler'Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING:' FIRE:. BUILDING::: COMMENTS: n Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 State Cert CAC032448IRDELAIR, HEATING i AIR CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 _. _ _. _ . 5. 9,373:00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,33Z.00 SEAGATE VERSION III 3.0 _ 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,7_9:00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530:00 SEAGATE VERSION III OPT BONUS BATH 3.5 __.. 15.0 " 4 6,592:00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 SEASIDE _ 4.0 _ 15.0..._... 4..... _ 5;779.00 SEASIDE OPT OFFICE_ _ 4.0 15.0 4 5,926.0f1 ... SEASIDE OPT POWDER 4.0 15.0 5 5,9f11..00 SUIV1ME121ND 3 5 ter150aa4 a..5,74,7 00, Apra SUMMERLAND OPT BATH 2 3.5 15.0_ .. 5 5,896.00 SUMMERLAND OPT BDRM 5 3.5 15.0 5 6,019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricina valid for f61 months JOB NAME: Standard Series -Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2nd year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and M D6S. For any interior kitchen hood that has a fan greater than 1500cfm -Special provisions must be made. Add $235.00 for increased range vent size if any makeup air Is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials HVAC STATE CERT. LIC # CAC032448 531 CODISCO WAY Sanford, FL 32771 407) 333-COOL www.delair.com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Addressr7 5 ` ` `' Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Ne Addition Alteration Repair Demo Change """oflllUse Move Description of Work: AL' Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name 0-n L ` Phone: - D Street: rd Resident of property? City, State Zip: Contractor lnfarmation Name C'.i I Phone: Street: CA % Fax: 407_ ti)i-t7 - aq51 City, State Zip: Y4"4" . `, ' f 7' State. License Na: ". `: 0 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTICE OF 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: 5i6 Edition-(2014) Florida Building Code Revised: June 36; 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Ovmer/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sgnature of Contractor/Agent Date n P''ntContractor/Agent's Name Signature of Notary -State of Florida Date p" Sky pu" PAMELAS TERNUS r Commission # GG 110622 N, n Expires August 7,2021 y 71 F Boded ThNBudge, Notary Servxes Contractor/ Agent is -Personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type Occupancy Use: Total Sq .Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 120 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Penult Application