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524 Red Rose Ln 18-2371; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000551 BUILDING PERMIT NUMBER: 18-10000551 DATE: June 22, 2018 ' 'E j, 1 ('0j UNIT ADDRESS: RED ROSE LANE 52421-19-30-510-0000-1680 TRAFFIC ZONE:022 JURISDICTION: 3 a 1SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 1AITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 524 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHOOLS 54.00 CO -WIDE ORD Family Housing 51000.00 1.000 dwl unit 51000.00 PARKS N/A 00 LAW ENFORCE N/A DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEWDEVELOPMENTMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel INumber: zI.lq-- 3Q -Sf0,,0 — /j 0VPreparedByDaphneClark and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. 111111111111111111111111111111111111111 GRANT I'IALOY SENINOLE COUNTY CLERK OF CIRCUIT COURT & CONPTROLLER SK 9138 Fs 217 (1Pss) CLERK'S 4 2018058434 RECORDED 05/22/2018 02:43:16 FTI FEES 810.00 RECORDED BY Wevors The undersigned hereby gives notice that improvements 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 : LOT 111 Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Page%b - of the public records of Seminole County, t Florida. Addresses :.94/ Ad A/%J , / 011ZI Sanford FL 2. General description of improvements : Single Family Home 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(l)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11 11. Date Signed : Signature of Owner's Agent: k J& Asa Wright aylor Morrison of Florida 1 Sworn to and subscribed before me this by John Asa Wright who Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 CERTtFIf;D t :1v, ,, U,,,,, C' ,X Cr' T!;r CIRC. puF; -_ 1 r AN CCiviF7 Y, FLORIDA p;'•.•; n Date `'', ` U-18 to me. o N p . ter try l _,e P S',° 4TI O" o CITY OF SANFORD I221 BUIL D NG & FIRE PREVENTION MAY 2 PERMIT APPLICATION 11 gi; Application No: Documented Construction Value: S AV96w, 3-o- 4t.,0 Job Address: lzcloJt ICYG( Historic District: Yes No Parcel ID: 21_19-30- 510 -0000- 168 0 Residential R Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: Ib S Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: MIMT- ne-T =27 II MII • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: 407-257-6940 NO State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING 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: 51D 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 1 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. 0.0.CLM My MWISSION II FF MOB EXPIRES: June 27.2019 1, an BndediAruBt dptlNtmrySmlc Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID S azure of Contractor/Agent Dat 41— JOHN ASA WRIGH Print Contractor/A en ' ame Signature o -State of Florida Date NY MwIssaN i FF MOB EXPIRES: June 21, 2010 ea O11110101M1M1bH6Sl11'+ Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building a Electrical [g Mechanical a Plumbingff Gas[-] Roof Construction Type: -IC5 Occupancy Use: 'F 3 Flood Zone: X- S0- a tiCN CD Total Sq Ft of Bldg: . Min. Occupancy Load: 1 # of Stories: Z New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No F5r # of Heads APPROVALS: ZONING:(o• ly Zoos x UTILITIES: ENGINEERING: "kL &' 13-1O FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 4A4.$ Qf.A. 1511 Plumbing - # of Fixtures ZZ Fire Alarm Permit: Yes No,@ WASTE WATER: BUILDING: iF7 C -R -IS Revised: June 30, 2015 Permit Application CITY OF SANFORD 2 2 j j BUILDING & FIRE PREVENTION 2 PERMIT APPLICATION I Application No: 19 " 3-7/ 4 0"' Documented Construction Value: $ 0 Job Address: S -a 4 &J-6fa-1a At Historic District: Yes No Parcel ED: 21-19-30- 5I0 -0000- 168 0 Residential R Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME _ THORNEBROOK PHASE LOT NUMBER Ib S Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daPhne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077_ Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Arch itectlEng i neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: CBC1257462 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: lune 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. w comMISSION II FF 209108 EXPIRES: June 27, 2018 a" porn ewm1bM u IlobryUnion Owner/Agent is YE& Personally Known to Me or Produced ID N/A Type of ID i DatnatureofContractor/Agent or JOHN ASA WRIGH Print Contractor/A en ' ame Signature o -State of Florida D. A CLARK t YY OpIJli113SIQN0 FF 209108 EXPIRE6: Juno 27, 2019 i'ard Oen000Top 8!M91!!?64 Date Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application 0 e 0 0 Application for Right -of -Way Use RIfor Drivewayy, y LandscapeWalkway & Lde OD 1877 — Department of Planning S Development Services www.sonfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done 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. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size andalocationoftheexistingright—of-way and use shall be provided or application could be delayed. jj/A j ,^f° Knewrnor,betow Illy"lJaa N/I /4(l.. /) Callbdoreyoudlo. 1. Project Location/Address: 2. Proposed Activity: 10 Driveway Walkway n Other: 3. Schedule of Work: Start Date WR, Date Emergency Repairs 4. Brief Description of Work: OR!l AX Y AM #A+ W R, This application is submitted Properly Owner /, nQ / p r d Signature: i t Print Name: / 1.004 7 IV O/V Address: % wQ x&C # lw / 7/4l /(%a AL Phone: 407- -6 24 0 Fax- ol'Q,ohrjiZt Pff;iMlf$ i iYJm i Date: 2 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 installatlonfrmprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, utilities, stomnwater 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 Improve- ment 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 oondition at the Requestoes expense and. If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suds, 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 attorneys fees up to and including an appeaq, resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Citys right-of-way. I have read and I hereby understand and agj Signature: id the above statement and by signing this application I agree to its terns. all city ees related to this application as required by the city's adopted Fee Resolution. Date: This permit shall be posted on the site during construction. Please call 407.688.5080, Ext 5401.24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: September 2010 ROW Use Ddveway.pdr V. 0 SCPA Parcel View: 21-19-30-510-0000-1680 http://parceldetail.scpafl.org/Parce]DetaiUnfo.aspx?PID=2119305100... 04., yIopC FA / Prone Record Card 511J 1c Parcel: 21-19-30-510-0000-1680 exuaaoceoour+ry neva Property Address: 524 RED ROSE LN SANFORD. FL 32771 L Parcel Information Parcel I 21-19-30-510-00004680 Owner(s) TAYLOR MORRISON OF FL INC Property Address 524 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District St-SANFORD DOR Use Code 100 -VACANT RESIDENTIAL Exemptions 46 oz 4 4 da n 427 4, 4ty 4 .. Seminole County GIS Legal Description LOT 168 THORNBROOKE PHASE 4 PS 81 PGS 70.71 Les iue Summary Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2018 Working Values 2017 Certified Values Valuation Method I Cost/Market i Cost/Market Number of Buildings i 0 I 0 Depreciated Bldg Value 0 40,000 Depreciated EXFT Value 40,000 0 Land Value (Market) 1 $40,000 1$26,050 Land Value All 40,000 Just/Market Value •• 1$40.000 1$26,050 Portability Adj Save Our Homes Adj 1$0 1$0 Amendment l Adj 1 $0 1$12,784 P&G Adj 1$0 1$0 Assessed Value i $40,000 1$13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools 40.000- 0 40,000 City Sanford 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 0, 40,000 County Bonds 40,000 0 40,000 S Description Data Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT i 1 ' $40,000.00 , $40,000 Building Information rPermits Permit # Description M Agency I Amount CO Data Permit Date of 2 5/22/2018,9:28 AM SXRFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 524 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1680 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE WPositj2i0j07 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 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 M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2371 Reviewed by: Michael Cash, CFM Date: June 13, 2018 0 Application for Right -of -Way Use 0 R I D) % for Driveway,Walk& Landscape AOR ID 1877 —11 way anscap Department of Planning & Development Services www.s.nfordmgov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done 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. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and l'o caattii oJn[oof/the eexiissliin/g right of-way and use shall be provided or application could be delayed. 7 4 /11 LJ 4 Z0 / erov811 bel low. Calltretoreyoedl4 n 1. Project Location/Address: 7A W /tel 0--"' 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Staarrtt Date WW s / cC oomplpletion Date FlEmergency Repairs 4. Brief Description of Work: ^!y` WAY /I MAI &FX This application is submitted b Property Owner. / pp / p r , I /,y. Signature: Print Name: AY14 . 7A/ VOK )li W95 Address: tWafftqVrUA9#2X Phone: 40-Z (•6?40 Fax- olanhneC A&rmi i> 0W Date: ir 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/mprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilibes, 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 rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right o -way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, If necessary, file a lien on the RequesWs property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its counclipersons, agents, servants, or employees 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 attorneys 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 and un.07stand the above statement and by signing this application I agree to its terms. I hereby understand and ag pay all city as related 1:o this application as required by the city's adopted Fee eRResolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: ' Date: I Seplernwr ZoW ROW Use DAve"y.pdf SCPA Parcel View: 21-19-30-510-0000-1680 http://parceldetai I .scpafl.org/Parcel Detai I I n fo. aspx?PI D=2119305100... T -- — - — -- - - -- --- j Property Record Card j3'6 ; Parcel: 21-19-30-510-0000-1680 Property Address: 524 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000.1680 - I ' -- - - I 2018 Working - 2017 Certified 1Values - 1 Values--- - - Owner(s) I TAYLOR MORRISON OF FL INC I I - - - - - - -- - I Valuation Method Cost/Market Cost/Market Property Address 1 524 RED ROSE LN SANFORD, FL 32771 (' I i Number of Buildings 0 0 Mailing 1 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value l Subdivision Name I THORNBROOKE PHASE 4 - - - Depreciated EXFT Value I Tax District' SI -SA NFORD " Land Value (Market) E40,000 $26,050 j DOR Use Code 00 -VACANT RESIDENTIAL I t Land Value Ag Legal Description I LOT 168 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority - - County General Fund Schools I1 City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Assessment Value Just/Market Value " $40,000 $26,050 I Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $12,784 P&G Adj $0 $0 Assessed Value $40,000 $13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 I ' Does NOT INCLUDE Non Ad Valorem Assessments I Exempt Values - -- - I Taxable Value-- -- 40,000 0 40,000 ' 40,000 0 40,000 I i 40,000 0 40,0001 40,000 0 40,000 ! 40.000 0 40,000 j Description -- - `Date-- ---- -I Book - Page - - I Amount - - - Qualified - Vadlmp - No Sales j I Find Comparabl e Sales Land Method Frontage Depth I Units I Units Price 'land Value SLOT -- -- — -- - - -1 — — -- - --- — $40.000.00 $40,000 Building Information Permits Permit q Dascription Agency Amount CO Date PerrnN Date i 1 of 2 5/22/2018,9:28 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Min Max Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power TUG Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 A AA..nae. ELECTRICAL PERMIT Min Max Max Inspection Description1Min 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final 1VIECHANICAI:'PlERMIT; Min Max rminM7axIns ection Descri tion Mechanical Rough Plumbin Under ound Mechanical Final Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANICAI:'PlERMIT; Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 68ThornbrookeAnastasiaBGRE Builder Name: Taylor Morrison Street, Street• 524 Red Rose Lane Permit Office: 4' c PateZoneCity, Slate, Zip: Sanford , FL , 32771 A..,/ Permit Number:7711 //GG ( ZY_ 1 Owner. Jurisdiction: 691500 SANFO&,p Design Location. FL, Orlando County:: Seminole (Florida Cli 2 ) T 1vw 1. New construction or existing New (From Plans) 9. Wall Types (3145.8 sqft.) Insulation F rea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 fl' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 H' 4. Number of Bedrooms 4 d. N/A R= ft' 10 Ceiling Types (1482.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 It 6. Conditioned floor area above grade (fl') 2582 b. N/A R= fl' Conditioned floor area below grade (fl') 0 c. R= ft' 11. Ducts R ft' 7. Windows(344.9 sqft.) Description Area a. Sup: Attic, Ret- Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 272.92 ft' b. Sup: Attic, Ret: 2nd Floor, AH- 2nd Floor 6 223 SHGC: SHGC=O 31 b. U -Factor: Dbl, U=0.58 72.00 K' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER.16.00 b. Central Unit 25.2 SEER:16.00 c. U -Factor. N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A fl' a. Electric Heal Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.018 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 fl' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 fl' None c. other (see details) R= 13 00 fl' 15. Credits Pstal Glass/Floor Area: 0.134 Total Proposed Modified Loads: 70.77 PASSTotalBaselineLoads: 76.10 1 hereby certify that the plans and specifications covered by Review of the plans and j,114E S74, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance h ,,,, '' ''- -Q 3 with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 5/14/1.8 ____ __ _ this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. OWNER/AVT/V- - - - - WE BUILDING OFFICIAL: DATE: A__ _ _ _ _ _ DATE: G Fi ( 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). 5/14/2018 2.17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 5/14/2018 2.17 PM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 5 PROJECT Title, Lot 168ThornbrookeAnastasia Bedrooms: 4 Address Type: Lot Information Building Type- User Conditioned Area: 2582 Lot # 168 Owner Name. Total Stories: 2 Block/Subdivision: Thombrooke of Units- 1 Worst Case: No PlatBook- Builder Name: Taylor Morrison Rotate Angle: 0 Street: 524 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip. Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type _ Space _ _ Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet _ 1 Floor over Garage 2nd Floor __ ___ 13 W 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 H' 0.38 0 0.62 3 Floor Over Other Space 2nd Floor ____ 1102 ft' 0 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul deg) 1 Gable or Shed Composition shingles 1655 ft' 370 N' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 1`17 N N 5/14/2018 2.17 PM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 5 FORM R405-2017 5/14/2018 2.17 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 13 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below OmI To-WallType___--_. Space R-Value-Et-In_.__Ft-In Area-R_Value_Eraction_Absor. Grade% 1 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 W 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 5 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft' 0 0 0.6 0 7 SE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 0.6 0 8 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244 2 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 8 20.7 ft' 2 SE Wood 1st Floor None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. J Wall Overhang q Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 It 0 in 1 110 in Drapes/blinds Exterior 5 2 W 1 Vinyl Low -E Double Yes 034 0.31 N 40.0 ft' 1 ft0 in 1 ft 0 in Drapes/blinds None 3 W 2 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft8 in Drapes/blinds Exterior 5' 4 W 2 Metal Low -E Double Yes 058 0.32 N 72.0 W 10 ft 8 in 0 ft 0 in None None 5 N 3 Vinyl Low -E Double Yes 0.34 031 N 30.0 ft' 1 ft0 in 1 fl 0 in Drapes/blinds Exterior 5 6 N 4 Vinyl Low -E Double Yes 0.34 031 N 39 1 ft' 1 ft0 in 11 ft 8 in Drapes/blinds Exterior 5 7 E 5 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 m 1 ft 0 in Drapes/blinds Exterior 5 8 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft' 1 ft0 in 1 ft 0 in Drapes/blinds Exterior 5 9 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 11 S 9 Vinyl Low -E Double Yes 034 0.31 N 19.3 ft' 1 It 0 in 11 ft 8 in Drapes/blinds Exterior 5 5/14/2018 2.17 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 5/14/2018 2 17 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 5 GARAGE 1' Floor Area Ceiling Area 455 It' 455 W Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation _ 64 It 8 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000408 CFM 50 ELA EgLA ACH ACH 50 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM 1 2 System Type Electric Heat Pump/ Electric Heat Pump/ Subtype Split Split Efficiency_ _Capacity Block HSPF:8.4999 21 8 kBtu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 Ducts sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air FlowSHR Ducts 1 2 Central Unit/ Central Unit/ Split Split Block SEER: 16 25 2 kBtu/hr cfm 075 1 SEER: 16 25.2 kBtu/hr cfm 075 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume ft' FEF DUCTS 1 2 Supply ---- Location R -Value Area Attic 6 293.4 fl Attic 6 223 R' Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 73.35 ft Default Leakage 2nd Floor (Default) (Default) 2nd Floor 55.75 fl Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 2 2 5/14/2018 2 17 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 5 FORM R405-2017 5/14/2018 2.17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjr i Jan HeatinfXJan HF eb Feb j( Mar fX Mar f j A r 1 Apr 11 f Ma 1 May Jun JunIXI Jul Julri Au Aurl rl Se r Sep [ j Oct 1 Oct f Nov fX1 Nov j 1 Dec fX1 Dec Vei [ ] Jan Feb Xl Mar l[X] Aprl May Jun Jul Aug Se 11X Oct X) Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/14/2018 2.17 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing 2 Single family or multiple family 3 Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0 58 SHGC: SHGC=0.32 c. U -Factor: N/A SHGC: d. U -Factor N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 524 Red Rose Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft" R=0 0 b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft 1 c Frame -Wood, Adjacent R=13.0 24422 N' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38 0 1482.00 ft' 2582 b. N/A R= ft' c. N/A R= ft' Area 272.92 ft' 11 Ducts R ft" a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 72 00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 ft' 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Dale: City/FL Zip: kBlu/hr Efficiency 21 8 HSPF:8 50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstal 3 018 ft. o*- tKE unr a 0.312 Insulation Area R=0.0 1467.00 ft' R=0 0 1102.00 fl' R= 13.00 ft' 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Dale: City/FL Zip: kBlu/hr Efficiency 21 8 HSPF:8 50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstal 0 4 no p 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. 5/14/2018 2.17 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 ST4r o o*- tKE unr a 0 4 no p 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. 5/14/2018 2.17 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lo1168ThornbrookeAna... DEL--AIR p P Date: 6/4/2014 Emit 0014111MM1111 c7hu 1 By: FJF DEL-AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 17275 Btuh Entering coil DB: 75.3°F Outdoor design WB: 76.3°F Latent gain: 2768 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 20043 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19161 Btuh 111% of load Latent capacity: 3288 Btuh 1190/9 of load Total capacity: 22449 Btuh 112% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 17394 Btuh Entering coil DB: 69.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22168 Btuh 127% of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 5.0 kW 970/6 of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -May -14 14:12:10 Righl-SudPae® Universal 2018 18 0 13 RSU24011 e I ACC14 - g naslas aBGRE\Lot168ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces E DEL -AIR Manual S Compliance Report Iff"w0 • = CONDn10 = ah u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web- WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Job: L01681rhornbrookeAna... Date: 6/4/2014 By: FJF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: Cooling Equipment Sensible capacity: 19314 Btuh Design Conditions 3670 Btuh Total capacity: 22984 Btuh Outdoor design DB: 92.5°F Sensible gain: 17051 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2941 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19992 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 840 cfm Sensible capacity: 19314 Btuh Latent capacity: 3670 Btuh Total capacity: 22984 Btuh Design Conditions Outdoor design DB: 41.7°F Indoor design DB: 70.0°F Model: 14 H PX -024- 230-21 +C BA27U H E-024-230'++TD R 113% of load 125% of load 115% of load SHR: 84% Heat loss: 13371 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.0°F Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22205 Btuh 166% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -May -14 14:12:10 I. A •-• ••• -• .. Righl-Suile® Universal 2018 18.0.13 RSU24011 Page 2 naslasiaBGRE\Lo1168ThornbrookeAnaslasiaBGRE.ruD Calc . MJ8 House laces: E 4... DEL-AIR Component Constructions Job: Lot168ThornbrookeAna mumG cownewB Entire House Date: 6/4/2014 By: FJF 2.34 1079 DEL -AIR HEATING & AIR CONDITIONING 240 0.091 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM 2.58 618 2.34 Project• • s 470 For: Taylor Morrison 2.58 1209 2.34 524 Red Rose Lane, Sanford, FL 32771 W 200 0.091 Design Conditions 2.58 515 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 It Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 0 5.69 Daily range (°F) 17 (M) Method Simplified se Wet bulb (°F) 76 Construction quality Average 5.69 Wind speed (mph) 15.0 7.5 Fireplaces 0 s Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain h' Bohm' •F tl •F/BWh BtuNllr 81uh BtuhM Bah Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood firm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Irish Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood firm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 It window hl, 1 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (6.3 ft window ht, 11.67 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl firm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 It sep.); 6.67 ft head hl 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (3.17 It window ht, 11.67 ft sep.); 6.67 ft head ht n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 W 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 258 3528 2.34 3210 n 470 0.201 0 5.69 2671 4.35 2044 e 51 0.201 0 5.69 292 4.35 223 se 24 0.201 0 5.69 134 4.35 102 s 470 0.201 0 5.69 2675 4.35 2046 W 150 0.201 0 5.69 851 4.35 651 all 1164 0.201 0 5.69 6623 4.35 5067 223 0.091 13.0 2.58 575 1.44 322 n 30 0.340 0 9.62 289 10.6 317 e 30 0.340 0 9.62 289 30.4 911 s 15 0.340 0 9.62 144 10.8 162 w 30 0.340 0 9.62 289 30.4 911 W 40 0.340 0 9.62 385 30.4 1214 all 145 0.340 0 9.62 1395 24.2 3515 n 39 0.340 0 9.62 374 10.6 411 W 58 0.340 0 9.62 561 30.4 1769 all 97 0.340 0 9.62 935 22.4 2180 s 6 0.340 0 9.62 58 10.6 63 s 5 0.340 0 9.62 48 12.2 61 wrightsoft- 2018 -May -14 14:12.10 Right-Suile® Universal 2018 18 0.13 RSU24011 Page 1 ACCP. . nastasiaBGRE%Lol168ThornbrookeAnastasiaBGRE rup Calc = MJ8 House faces E 2A-2ov• 2 glazing, cir low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, s 19 0.340 1/8" Ihk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, w 72 0.580 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 It head hl Doors 11 D0: Door, wd sc type se 23 0.390 n 21 0.390 all 43 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1483 0.026 gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" lhkns, r-19 cav ins, gar ovr 13 0.050 22A-Ipl: Bg floor, light dry soil, on grade depth 148 0.989 wrightsoft^ Righl•Swle® Universal 2018 18.0.13 RSU24011 naslasiaBGRE\1o1168ThornbrookeAnaslasiaSGRE rup Calc = MJ8 House laces. E 0 9.62 185 12.2 234 0 16.4 1182 16.8 1213 0 11.0 250 12.0 272 0 11.0 228 12.0 248 0 11.0 478 12.0 520 38.0 0.74 1091 1.41 2091 19.0 1.41 18 0.71 9 0 28.0 4140 0 0 2018 -May -14 14.12 10 Page 2 Component Constructions Job: LOt168ThornbrOOkeAnaDEL-AIR ... Date: 6/4/2014 B'a"CO"MG ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407.333.3853 Web: WWW.DEL-AIR COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Location: 223 Indoor: Heating 2.58 Cooling Orlando Intl AP, FL, US 322 wood firm, 16" o.c. stud Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 n 50 0.340 Outdoor: Heating Cooling 374 Moisture difference (gr/Ib) 1.5 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It 46.4 58 Dry bulb (°F) 42 93 9.62 Infiltration: 30.4 1769 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all Daily range (°F) - 17 M) Method Simplified 22.4 2180 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, Wet bulb (°F) - 76 0.340 Construction quality Average 48 12.2 61 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions overhang (3.17 ft window ht, 11.67 0 sep.); 6.67 ft head ht Or Area U -value Insul R Htg HTM Loss Clg HTM Gain h' BWh/h'-•F h'-"F/BNh Btuh/II' BNA Buwh/h' Bluh Walls 185 12.2 234 1/8" Ihk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 R 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" lhk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044 board int Irish a 51 0.201 0 5.69 292 4.35 223 w 72 se 24 0.201 0 5.69 134 4.35 102 1/4" gap, 1/8" thk; NFRC rated (SHGC=O 32); 10.67 ft overhang (8 ft s 470 0.201 0 5.69 2675 4.35 2046 window ht, 0 ft sep.); 6.67 ft head ht W 150 0.201 0 5.69 851 4.35 651 all 1164 0.201 0 5.69 6623 4.35 5067 Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 wood firm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vni Irm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It w 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 22.4 2180 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, s 5 0.340 0 9.62 48 12.2 61 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 0 sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vni Irm mat, Or innr, 1/4" gap, s 19 0.340 0 9.62 185 12.2 234 1/8" Ihk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 R overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2omd- 2 glazing, Or low -e ouir, air gas, mll no brk Irm mal, Or innr, w 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=O 32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type se 23 0.390 0 11.0 250 12.0 272 n 21 0.390 0 11.0 228 12.0 248 all 43 0.390 0 11.0 478 12.0 520 wri-ghtsoft- 2018 May -14 14.12.10 Righl-SuileO Universal 2018 18.0.13 RSU24011 Page 3 nastasiaBGRE\Lo1168ThornbrookeAnastasiaSGRE.rup Calc = MJ8 House laces: E Ceilings 16B-38ad: Alttc ceiling, asphalt shingles roof mal, r•38 ceil ins, 1/2" 13 0.026 gypsum board intfnsh Floors 22A-ipl: Bg floor, light dry soil, on grade depth 148 0.989 38.0 0.74 10 1.41 19 0 28.0 4140 0 0 w rightsoftf:2018-May-141412.10 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 4 naslasiaBGRE%Lo0168ThornbrookeAnastasiaBGRE.rup Calc = MJ8 House laces: E DEL -AIR Component Constructions Job: Loll 68ThornbrookeAna... rP Date: 6/4/2014 HMNft• 1118 CONDfrro101R ahu L By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAV, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web WWW.DEL-AIR COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Location: Area Indoor: Heating Cooling Orlando Intl AP, FL, US n Indoor temperature (°F) 70 75 Elevation: 95 ft 0.091 Design TD (°F) 28 18 Latitude: 280N 200 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 469 13.0 Daily range (°F) - 17 ( M) Method Simplified 1214 Wet bulb (°F) - 76 Construction quality Average 1395 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Or Area U -value Gain n' Bah/n2-•F n 461 0.091 e 240 0.091 s 470 0.091 W 200 0.091 all 1370 0.091 Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft e overhang (5 ft window ht, 1 R sep.); 6.67 ft head ht s W W all 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 R overhang (3 R window ht, 1 R sep.); 6.67 R head ht Doors none) Ceilings 16B-38ad: Attic ceding, asphalt shingles roof mat, r-38 cell Ins, 1/2" gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr Insul R Htg HTM Loss Clg HTM Gain 1r••F/13Nh BWM/11v Btuh Bahmr Bah 13.0 2.58 1186 2.34 1079 13.0 2.58 618 2.34 562 13.0 2.58 1209 2.34 1100 13.0 2.58 515 2.34 469 13.0 2.58 3528 2.34 3210 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 A- wrightsoft- 2018 -May -14 14:1210 Righl-SuileO Universal 2018 18 0 13 RSU24011 Page 5 ACCIK naslastaBGRE%LoII68ThornbrookeAnaslasiaBGRE.rup Calc . MJ8 House laces E DEL -AIR Project Summary Job: Lot168ThornbrookeAna... 1 7 Date: 6/4/2014 1rtAnMc • I MOrrrolmis Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA Heating Coolin LS 3/8/16 2582 2582 LS 6/21/16 JA 26938 26938 LS 10/27/16 JA 0.41 0.21 Desi_qn Information 94 LS 3/2I /17 A 1.00 34327 Make n/a LS 11/,XC Orlando Intl AP, FL, US Trade n/a Winter Design *WN Summer Design Conditions Outside db LS 4/12/18M OF Outside db 93 OF Inside db LS 5/14/187RA°F Inside db 75 OF Design TD 2 °F Design TD 18 OF Heating input Daily range M Heating output Relative humidity 50 % Temperature rise Moisture difference 46 gr/Ib Heating Summary Structure 25966 Btuh Ducts 4798 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 30765 Btuh Simplified Average 0 Sensible Cooling Equipment Load Sizing Structure Heating Coolin Area (fl2) 2582 2582 Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary 1.00 34327 Make n/a Cooling Equipment Summary Trade n/a Model n/a AHRI ref Na Efficiency n/a Heating input Heating output n/a 0 Btuh Temperature rise 0 0 OF Actual air flow 0 0 cfm Air flow factor 0 0 cfm/Btuh Static pressure 0 0 in H2O Space thermostat n/a cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 26841 Bluh Ducts 7485 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data 40035 Btuh Rate/swing multiplier Equipment sensible load 1.00 34327 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 1544 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5709 Btuh Equipment Total Load Sen+Lat) 40035 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F$r- wrightsoft- 2018 -May -14 14:12:10 Righl-Suite® Universal 2018 18.0 13 RSU24011 Page 1 pastasiaBGRE%Lol168ThornbrookeAnaslasiaBGRE.rup Calc = MJ8 House laces: E 1 DEL -AIR Project Summary Job: Lot168ThornbrookeAna... 1 7 Date: • 6/4/2014 HUM - AIR COtDMIN8118 ahu 1 By: FJF DEL -AIR HEATING b AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 web: WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Information LS 3/ /17 A LS 11!?K. Orlando Intl AP, FL, US Winter Design *MdA Summer Design Conditions Outside db LS 4/1211 WA OF Outside db 93 OF Inside db LS 5/14/187 A°F Inside db 75 OF Design TD 2 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16892 Btuh Structure 16551 Btuh Ducts 502 Btuh Ducts 724 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 17394 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17275 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2611 Btuh Ducts 157 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 1467 1467 Equipment latent load 2768 Btuh Volume (ft3) 13715 13715 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lal) 20043 Btuh Equiv. AVF (cfm) 88 45 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Healing input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 36 OF Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 41- wrightsoft- 2018 -May -14 14:12:10 ACCA Right-Surle® Universal 2018 18 0 13 RSU24011 Page 2 naslasiaBGRE\Lol168ThornbrookeAnaslasiaBGRE.rup Calc - MJ8 House laces. E Project Summary Job: Lot168ThornbrookeAnaDEL-AIR ... Date: 6/4/2014 IQATWC • aw COMMM1010 ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 211/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Information LS 3/ /17 A LS 11.gk. Orlando Intl AP, FL, US Winter Design *WdA Summer Design Conditions Outside db LS 4/1211812A°F Outside db 93 OF Inside db LS 5/14/18'RA°F Inside db 75 OF Design TD 2 °F Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9074 Btuh Structure 10290 Btuh Ducts 4297 Btuh Ducts 6761 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 13371 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17051 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1554 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (W 1115 1115 Equipment latent load 2941 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equipment Total Load (Sen+Lal) 19992 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -May -14 14:12:10 Rghl-SuileO Universal 2018 18.0 13 RSU24011 Pae 3 RCCA e naslas aBGRE\Lo1168ThornbrookeAnaslas aBGRE rup Calc = MJ8 House laces: E DEL --AIR Right -JO WorksheetDEL Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot 168ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.9 It 9.2 11 2939.3 112 ahu 1 147.9 11 9.3 It 1470.0 112 Ty Construction number U -value Blult/ftz "F) Or HTM Btul1/It2) Area (111) or perimeter (II) Load BI h) Area (II2) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 y/ L -C 12C-Osw 2A-2ov 0.091 0.340 n n 258 2.34 10.58 491 30 508 39 461 0 1186 289 2671 374 1079 317 0 0 0 0 0 0 0 0 Vj/ l -G 13A-2ocs 2A-2ov 0.201 0 340 n n Q_62 5.69 962 4.35 10.58 470 0 2044 411 508 39 470 0 2671 374 2044 411 11 yl G..2A.2ov 12C-0sw 0 091 0.340 0.201 0.201 0.390 a e__ a se se_ 2.58 9.62 5.69 5.69 11.04 2.58 9.62 9.62 5.69 9.62 9.62 234 30.36 4.35 4.35 11.99 234 10.58 10 77 270 30 51 240 0 51 618 2899.11 292 562 223 0 0 51 0 0 51 0 0 292 0 0 223W13A-2ocs t; - GG 13A-2ocs J1D0 12C-Osw 2A-2ov 2A-2ov 46 23 24 23 134 250 102 72 46 23 24 23 134 102 272 0.091 0.340 0.340 0.201 0.340 0.340 s s s s s s 491 6 15 470 12 26 1209 58 144 1100 63 162 0 0 0 0 0 0 0 0 0 0 0 0 yJ LAG 13A-2ocs 2A-2ov 2A-2ov 4.35 12.15 494 5 19 470 0 0 2675 48 185 2046 61 234 494 5 19 470 0 0 2675 48 185 2046 61 234 12C-0sw 2A-2ov 28-21v 0 091 0.340 0 340 w w w 2.58 9.62 962 12.15 234 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A -20v 0201 0 580 0 340 w w w 569 1641 962, 4.35 16.85 30.36 280 72 58 244 21 150 144 0 223 21 851 1182 561 575 228 651 1213 1769 280 72 58 150 144 0 851 1182 561 651 1213 1769 q D 12C-0sw 1,DO 0.091 0.390 n 2.58 11.04 1.44 11.99 322 248 244 21 223 21 575 228 322 248 c 168.38ad 0.026 0.74 141 1483 1483 1091 2091 13 13 10 19 F 2OP-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 22.A-I-Ipl 0.989 27.99 0.04 1470 148 4140 0 1470 148 4140 Q 6 c) AED excursion 2752 2281 Envelope loss/gain 20256 21238 14176 11896 12 a) Infiltration b) Room ventilation 5711 0 1809 0 2717 0 861 0 13 Internal gains Occupants @ 230 Appliances/other 6 1380 2415 6 1 1380 2415 Subtotal (lines 6 to 13) 25966 26841 16892 16551 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 18% 28'/, 0 0 0 25966 4798 0 0 0 26841 7485 39/6 4%, 0 0 0 16892 502 0 0 0 16551 724 Total room load Air required (clm) 30765 1680 34327 1680 1 17394 840 17275 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wrigF tsof!' 2018 -May -14 14 1210 Right.Su4e0 Universal 2018 18 0 13 RSU24011 Page 1 nastasiaBGRE\Loll68ThornbrookeAnastasiaBGRE rup Calc - MJ8 House laces E DEL -AIR Right -JO Worksheet r°°r"°' "m Entire House DEL -AIR HEATING 81 AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 It 1469.3 112 Ty Construction number U -value Btuh/II7-•F) Or HTM BI 112) Area (fI2) or perimeter (II) Load BI h) Area or perimeter Load Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 2.58 2.34 9.62 __10.58 5.69 4.35 9.62 10.58 Vf C Vj/ I -G 12C-Osw 2A-2ov - 13A-2ocs - 2A-2ov 0.091 0.340 0.201 0.340 0 091 0.340 0.201 0.201 0.390 n n n n a a e se se- s s s s s w w w 491 30 461 0 1186 289 1079 317 0 0 270 30 0 0 0 240 0 0 0 618 289 0 0 0 562 9-11 0 y/ - I -G W Y__,D. L^; Vf/ SCC 12C-0sw 2A•2ov 13A•2ocs 13A-2ocs 11 D0 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A•2ov 2A•2ov 12C-0sw - - -- 2A-2ov 2B -21v 2.58 2.34 9.62 30.36 5 435 5.69 4.35 11.09- -11.99 2.58 2.34 9.62 10.58 9V2 10.77 5.69 4.35 9.62 1215 9.62 12.15 2.58 2.34 9.62 30.36 9.62 30.36 0 0 0 491 6 15 0 n 0 0 0 0 0.091 0.340 0.340 0.201 0.340 0340_s 0 091 0.340 0 340 470 12 26 0 0 0 1209 58 144 1100 63 162 0 0 0 0 0 0 0 0 0 270 30 40 200 0 0 515 289 385 469 911 1214 R O C F F - -- _ 13A-2ocs 2A-2omd 2A-2ov 12C-0sw 1,DO 16B•38ad -_ 0-f91 A_Ipl- - 0.201 0.580 0.340 0.091 0.390 6.02t__7 0.050 AQ" w w w n 5.69 4.35 16.41 16.85 9.62 30.36 2.58 - 1 440 11.04 _ 11.99 0.74 1.41 141 071 27.99 -0. 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 1469 1469 1081 2072 13 0 13 18 9 0 0 0 6 c) AED excursion 472 Envelope loss/gain 6080 9342 12 a) Infiltration b) Room ventilation 2994 0 948 0 13 Internal gains: Occuparns @ 230 Appliances/other 0 0 01 1 Subtotal (lines 6 to 13) 9074 10290 14 15 Less external load Less transfer Red+slribulion Subtotal Duct loads 47% 661/6 0 0 0 9074 4297 0 0 0 10290 6761 Total room load Air required (clm) 13371 840 17051 Ni l I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 1jro-- 2018 -May -14 14 12:10 148& 1_'_-.__,-__'__., __' Right -Suite® Universal 2018 18 0.13 RSU24011 Page 2 naslasiaBGRE\Loll68ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces E DEL --AIR NUM • mr tpmnto M Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL•AIR.COM Job: Lot 1Whom brookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.9 11 9.3 It 14700 IIT msir rm 42.0 1t 9.3 If heal/cool 17.0 x 15.5 It 263.5 It2 Ty Construction number U•valueBtuWlt2-*F) Or HTM BI 42) Area (112) or perimeter (11) Load BI h) Area (111) or penmeter (11) Load 81uh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 11 VN -- C YVy G VL- G W 12C-Osw 2A-2ov _ 13A•2ocs 2A-2ov 12C-Osw - 2A-2ov. _ 13A-2acs 0.091 0.340 n n n n 0.00 0.00 5.69 9.62 0.00 0.00 5.69 0.00 0.00 4.35 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.201 0340 508 39 470 0 2671 374 2044 411 89 0 89 0 504 0 386 0 0.091 0.340--e.- 0.201 a a 0.00 0.00 4.35 0 0__0_ St 0 51 0 0 292 134 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 223 102 272-0-0 13A-2ocs 11D0 0.201 390 se se_ 2.69 7.1.09- 4.35 11.99 46 23 24 23 0 0 0 0 0 1;2 y! L G G L -G 12C•Osw 2A•2ov 2A•2ov 13,A-2ocs 2A-2ov 2A-2ov 12C-Osw 2A-2ov 28-21v 0.091 0.340 0.340 0.201 0.340 0.340 s s s s s s w w w 0.00 0.00 0.00 5.69 9.62 9.62 0.00 0.00 0.00 0.00 0.00 0.00 4.35 12.15 12.15___ 0 0 0 494 5 19 0 0 0 470 0 0 0 0 0 2675 48 18.5 0 0 0 2046 61 234 0 0 0 0 0 0 159 0 0 0 0 0 0 0 0 159 0 0 0 0 0 0 0 0 902 0 0 0 0 0 0 0 0 690 0 0 0 0 0 0.091 0.340 0.340 000 0.00 000 0 0 0 0 0 0 0 0 0 Vj/ C L -C IL D_ C F F -- 13A-2ocs 2A-2omd 2A-2ov t2C-Osw 11DO _ 1'6B-38ad ZOP-191 0.201 0.580 0.340w_ 0.091 0.390 w w n 5.69 16.41 9.62 2.58 11.04 4.35 16.85 30 36 1.44 11.99 280 72 58 244 21 13 150 144 0 223 21 851 1182 561 575 228 10 651 1213 1769 322 248 145 0 58 86 0 0 0 0 491 0 561 U 0 376 0 1769 6 0 0 0 0.026 0 74 0.00 1.41 13 19 0 0 0 0 0.050_ 000 0 0 0 0 0 0 0 0_ 0 27.99 0_09 1470 148 4140 264 42 1176022A-tpl _ 6 c) AED excursion 2281 920 Envelope losston 14176 11896 3634 4140 12 a) Infiltration b) Room ventilation 2717 0 861 0 771 0 244 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 16892 16551 4405 5215 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 13% 1 4% 0 0 0 16892 502 0 0 0 16551 724 0% 0% 0 0 0 4405 0 0 0 0 5215 0 Total room load Air required (c1m) 17394 840 17275 840 4405 213 5215 254 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7:- tsoPt- 2018 -May -14 14:1210 ACA ^'^- ^- Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 naslasiaBGRE\Lotl68ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces: E 1 DEL -AIR Right -JO Worksheet mrlxnmmmmro ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND4u ION6NGax 407-333-3853 Web WWW DEL-AIR.COM Job: Lot 168ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr bth 12.0 It 9.3 It heat/cool 12.0 x 8.0 It 96.0 It2 mstr wic 0 It 9.3 It heat/cool 6.5 x 7.5 It 48.8 112 Ty Construction number U -value Bluh/112-'F) Or HTM BI f12) Area (112) or perimeter (ft) Load BI h) Area (112) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 VI/ G YIii 12C•Osw 2A.2.0.334 0.091 n n 0.00 0_00 5.69 9.62 000 0.00 4.35 1058 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 G 0 13A•20cs 2A-2ov 0.201 0.340 n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 L-G,.2A_2ov 12C-Osw 13A-2ocs 0.091 0.340 0.201 n e- a 0.00 0.00 5.69 000 0.00 435 0 0 0 0 0 00 0 0-0-- 0 0 0 0 0 0 0 0 0 0 0 0W00 13A-2ocs 11 DO 0.201 0.390 se se_ 5.69 11.0,4.-1.1.99 435 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ yl 12C-Osw 2A-2ov 2A•2ov 13A-20cs 2A-2ov 2A-2ov 0.091 0.340 0_340 0.201 0.340 0.340-s- s s 0.00 0.00 OX 000 0.00 000 4.35 12.15 12.15 0 0 0 112 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0s- s s w w w 5.69 9.62 9.62 112 0 0 637 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T= 12C-Osw 2A•2ov 2B -21v 0.091 0.340 0.340 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 11 ---- GG R - D 13A-2ocs 2A-2omd 2A-2ov 12C 05w - 11 DO 0.201 0.580 0.340 0.061 0.390 w w w 7 n 5.69 16.41 9.62 2.58 11.04 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.44 11.99 0 0_ 0 0 0 0 C 165•38ad 0.026 0.74 1.41 0 0 0 6 0 0 0 F 0 050 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-191 22A-tpl 27.99 9,09. 96 12 336 48 0 0 6 c) AED excursion 13 0 Envelope loss/gain 973 474 0 0 12 a) Infiltration b) Room ventilation 220 0 70 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 1193 544 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct bads I 0% 0% 0 0 0 1193 0 0 0 0 544 0 01/0 0% 0 0 0 0 0 0 0 0 5 0 Total room bad Air required (cfm) T1193 58 544 261 0 1 0 5 0 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. wrigi lsoR' 2018 -May -14 14:12:10 ACCP. •-• Right -Suite® Universal 2018 18 0 13 RSU24011 Page 4 nastasiaBGRE%Lol l68ThornbrookeAnaslasiaBGRE rup Calc - MJ8 House faces E DEL-AIR Right -JO Worksheet l.-11API mmmmla ahu 1 DEL -AIR HEATING & AIR P NDITIONING531CODISCOWAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name msir we study 2 Exposed wall 0 It 21.0 It 3 Room height 93 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 5.5 x 3.5 It 19.3 lit 1.0 x 146 5 It 146.5 112 0.00 Ty Constr ct on U -value Or HTM Area (I12) Load Area (119 Load 013A_2ocs I Bluh/Itx--F) 5.69 5.69 BluN112) or perimeter (11) Bluh) or perimeter (II) Btuh) Heat Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat I Cod 8.62A", 0 0 0 0 le_-usw u.var a u.uu u.w u u u u u u u u 2A:2ov 0.340 e_ 0.00 0.00 0 0 0-0-0- 0 0___ 0 013A_2ocs 0.201 I s 5.69 5.69 4.35 0 0 0 51 51 292 223 013A-2ocs 0.201 1-00 4.35 0 0340 n 8.62A", 0 0 0 0 0 0 0 0 0 le_-usw u.var a u.uu u.w u u u u u u u u 2A:2ov 0.340 e_ 0.00 0.00 0 0 0-0-0- 0 0___ 0 013A_2ocs 0.201 a 5.69 5.69 4.35 0 0 0 51 51 292 223 013A-2ocs 0.201 se 4.35 0 0 0 0 0 0 0 1 DO 0.390 e_ 1.1.09 1199 0 0 0 0 0 0 0 0 0.091 s 0.00 0 0 0 0 0 0 0 012C-Osw 0.00 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0_340 s 0:00 5.69 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 5 4.35 0 0 0 0 145 125 713 545 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 962 12.15 0 0 0 0 19 0 185 234 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 0.201 0.580 w w 5.69 16.41 4.35 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0_ 0 0 0 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 16B-38ad0.026 0 74 1.41 0 0 0 0 0 0 0 0 2OP-191 0.050 000 00 0 0 0 0 0 0 0 0 22A-tpl X989 27.9 0_00 19 0 0 0 147 21 588 0 6 c) AED excursion Envelope loss/gain 12 a) Infillralion b) Room ventilation 13 Internal gains Occupants @ 230 0 Appliances/other Subtotal (lines 6 to 13) Less external load Less transfer Redislribution 14 Subtotal 15 Duct loads -0% 0% Total room load Air required (clm) Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. rk- wrigF-tSo1Pt2018-May-14 14,12,10 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 naslasiaBGRE%Lo1168ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces E 0 35 0 0 1778 1036 0 0 0 01 386 0 122 0 0 5 0 0 0 0 5 2164 1161 0 0 0 0 0 0 0 0 5 0 09/0 1 0% 0 0 0 2164 0 0 0 0 1161 0 0 0 5 2164 1 104 1161 56 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. rk- wrigF-tSo1Pt2018-May-14 14,12,10 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 naslasiaBGRE%Lo1168ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces E R DEL -AIRMUM - M corormmra Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposedwall Room height Room dimensions Room area ulil 4.0 It 9.3 It heat/cool 4 0 x 11.5 II 46.0 IV pwdr 4.0 It 9.3 It heal/cool 4.0 x 11.5 It 46.0 II2 Ty Construction number U -value Bluh/II;•F) Or HTM BI 112) Area (119 or perimeter (It) Load Bt h) Area (I12) or perimeter (11) Load Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6V I 11 0.00 0.00 4.35 10.58 0.00 0.00 4.35 4.95 11.99 0 0_____0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0__0 0 0 C YVjl - G 12C-Osw 2A•2ov 0.091 0.340 n n 0.00 0.00 5.69 9.62 0 0 0 0 0 0 0 0 0 19A-2ocs 2A -20v 0.201 0.340 0.091 0.340 0.201 0.201 0.390 n n 0 0 VGI -G W yl D. SCG 12C-Osw 2A-2ov - 13A•2ocs 13A-2ocs 11 DO 12C-Osw 2A-2ov 2A•2ov 13A•2ocs 2A-2ov 2A-2ov a e-- a se so.- 0.00 0.00 5.69 0.69 1.1.0.4 0.00 0.00 0.00 5.69 9.62 9.62 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0____ 0 0 0-0-0-0 0 0 0 0 0___ 0 0 0 0 000 0 0 0 0.091 0.340 0.340 0.201 0.340 0.340 s s 5 s s s 0.00 0.00 0.00 4.35 12.15 1215 0.00 0.00 0.00 0 0 0 37 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 212 0 0- 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 62 37 5 0 0 0 0 0 0 0_ 32 0 0 0 0 0 0 0 0 184 48 0 0 0 0 141 61 0 12C-Osw 2A-2ov 28-21v 0.091 0.340 0.340 w w w 0.00 0.00 0.00 0 0 0 0 0 0 q D' 13A•20cs 2A-2omd 2A-2ov 12C-Osw 11 DO 0.201 0.580w 0.340 0.091 0.390 w w n 5.69 16.41 9.62 2.58 11.04 4.35 16.85 30.36 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 F F 201!-191 0.050 0._00 27 0.00 0 0 0 0 0 0 46 0 0 4 0 11222Ap10.00 46 4 112 6 c) AED excursion 18 11 Envelope loss gain 324 144 344 212 12 a) Inliltralion b) Room ventilation 73 0 23 0 73 0 23 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 398 768 417 236 14 15 Less external load Less transfer Redistribution Subtotal Duct bads O% Oo/ 0 0 0 398 1 0 0 0 0 768 0 O% 01/6 0 0 0 417 01 0 0 0 236 0 Total room bad Air required (c1m) 1 1 398 19 768 37 417 20 236 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgF tsoft' 2018 -May -14 14 12.10 Righl-Suite® Universal 2018 18.0 13 RSU24011 Page 6 naslasiaBGRE%LoI168ThornbrookeAnaslasiaBGRE rup Calc - MJ8 House laces: E ZDEL-AIR Right -J® Worksheet IrATM-AM ahu 1 DEL -AIR HEATING 81 AIR 531 CODISCO WAY. SANFORD. FL 3277 Phone ND4071ON665C' Fax. 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family rm 35.0 If 9.3 11 heal/cool 20.5 x 14.5 It 297.3 112 dining rm 10.0 It 9.3 It heal/cool 1.0 x 210.0 If 210.0 112 Ty Construction number U -valueBtuNllZ•F) Or HTM BI 42) Area (I12) 1 or perimeter (ft) Load BI h) Area 019 or perimeter (ft) Load Bluh) Heat cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 0.091 0.340 0.201 0.340 n n n n 0.00 0.00___0.00__._ 5.69 9.62 000 4.35 10.58 0 0 191 0 0 0 181 0 0 0 0 0 0 0 VII C I2C•Osw 2A•2ov 0 0 1088 0 0 0 032 0 0 0 Vj/ ILO 13A-2ocs 2A-2oy 93 39 54 0 310 374 237 411 11 y/ W 12C-0sw 2Ar2ov --_ 13A-2ocs 0.091 0.340 0.201 0.201 a e e_ se 0.00 0.00 j.59___4.35 5.69 1.1.0.4. 0.00 0.00 0.00 5.69 9.62 9.62 0.00 0.00 0.00 0.00 0.00----0 435 11.99 000 0.00 0 00 4.35 12.15 12.15 000 0.00 0.00 0 0 0 0____ 0 0 0 0 0- 0 0 0_ 0 0 0__ 0_ 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs J1D0 0 0. 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 0.390 0.091 0.340 0_340 0.201 0 340 0.340 0.091 0 340 0.340 se- s s s_ s s s w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0__ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1210-0sw 2A-2ov 2B -21v 0 0 0 0 0 0 0 0 0 0 0 0 q - D 13A-2ocs 2A•2omd 2A-2ov 12C-0sw - - 11DO 0 201 0.580 0.340 0.091 0.390 0.026 0.05_0 0.942 w w w n 5.69 16.41 9.62 258 11.04 0 74 0 00 27,9Q 4.35 16.85 30.36 1.44 11.99_ 1.41 0.00 9L 135 72 0 0 0 0_ 63 72 0 0 0 0 360 1182 0 0 0 0 275 1213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 C 168.38ad 0 0 0 0_ 0 F F 0 297 0 35 p 9 Q 0 0 0 0 020P-191 22A-tpl 0 210 10 2Q0. 0 6 c) AED excursion 1434 21 Envelope loss/gain 3609 3755 963 627 12 a) Infiltration b) Room ventilation 643 0 204 0 184 0 58 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4252 4878 1147 915 14 15 Less external load Less lransler Redistribution Subtotal Duct loads 0'/0 09/6 0 0 0 4252 0 0 0 0 4878 0 0% 0% 0 0 0 1147 0 0 0 0 915 0 Total room load Air required (clm) 4252 205 4878 237 1147 55 915 44 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. i+F wrig FstsoR' 2018 -May -14 14 1210 Right-Su4e4D Universal 2018 18 0.13 RSU24011 Page 7 naslasiaBGRENLo1168ThornbrookeAnastasiaBGRE.rup Calc = MJ8 House laces: E RDEL--AIR Monro - mr rxMMroMrMaaMa Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax: 407-333.3853 Web: WWW DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 It 9.3 It heal/cool 6.0 x 3.5 It 21.0 It2 kitchen 19.9 It 9.3 It heat/cool 1.0 x 275.8 It 275.8 112 Ty Construction number U -value Btuh/117-•F) Or HTM 81 112) Area (Its or perimeter (It) Load BI h) Area (112) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VL_ C Y ---GC' 12C-Osw 2A-2ov _ 13A-2ocs 2A-2ov 0.091 0.340 0201 0.340 n n__ n n 0.00 0_00 569 962 0.00 0.000 4.35 1058 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 0 11 y/ C W Vy 0. G I --G 12C-Osw 2A-2ov - --- 13A-2ocs_ 13A-2ocs 11 DO ___ 12C-Osw 2A-2ov 2A-2ov _ 13A -200s 2A-2ov 2A_2ov _ 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.201 0.201 a e _ 0 se 0.00 0.00 5_69 5.69 11.04. 000 000 590 5.69 9.62 9_62 0.00 000 0.00 0.00 0.00 4_35 4.35 11.99 0.00 0.00 9M 4.35 12.15 12. 1 5 0.00 000 0.00 0 O__ 0 0 0 0 0 O 00 0 0 0 0 0 0 0 0 00 0 0 O 0 0 0 0 0 0 0 0 0 0 0 46 23 24 23 134 250. 102 2720.390 0 091 0 340 0149--s- 0.201 0.340 0.340 0.091 0.340 0 340 se_ s s s s s w w w 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 It -- CG q D 0 F F 13A-2ocs 2A-2onrd 2A-2ov 12C-Osw 11 DO 16B-38ad ZOP 191 Ipl 0.201 0.580 0.340 0 091 0 390 0 026 0.050 09 w w w n 5.69 16.41 9.62 258 11.04 4.35 16.85 30.36 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 244 21 0 0 0 223 0 0 0_ 575 228248 10 0 0 0 322 19 0 0 0.74 1.41 0 0 0 0 13 21 13 0.00 27.99 000 0 0 0 0 0 0 0 0 0,-44 21 0 0 0 276 2 557 0 6 c) AED excursion 0 66 Envelope losstgain 0 01 2550 1505 12 a) Inlillralion b) Room ventilation 0 0 0 0 366 0 116 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 5 0 0 1200 Subtotal (lines 6 to 13) 0 5 2916 2821 14 15 Less external load Less transler Redistribution Subtotal Duct loads 0% 0% 0 0 0 0 0 0 0 0 5 0 17% 261/6 0 0 0 2916 502 0 0 0 2821 724 Total room load Air required (clm) 0 0 5 0 3418 165 3545 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl-tsoPt' 2018 -May -14 14:12:10 Right-Suile® Universal 2018 18 0.13 RSU24011 Page 8 nastasiaBGRE\Lo1168ThornbrookeAnastasiaBGRE.rup Calc - MJ8 House laces: E RDEL--AIR NUT1t10 • nm cmmrrlolmra Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 II 1469.3 112 rm 2 39.5 It 9.0 11 heat/cool 14.5 x 15.5 11 224.8 112 Ty Construction number U -value Bluh/112-°F) Or HTM BI 112) Area (Il2) or perimeter (11) Load BI h) Area (119 or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 1/(/ _ C 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 86 0 86 0 220 0 200 0 y/ I -G 13A-2ocs 2A -2w 0.201 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj/ W 1210.Osw 2A_2ov 1_3A-2Lcs 0.091 0.340 0.201 a e_ a 2.58 9.62 0.00 2.34 30.36 0.00 270 30 0 240 0 0 618 289 0 562 9.11 0 0 0 0 0 0 0 0 0 0 0 0 0 Y--D. 13A-2ocs 11D0 0.201 390 se se_ 0.00 0.0D 0.00 0.00 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0. y/ I;_GG y/ IL-G 1210-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10.58 10.77 491 6 15 470 12 26 0 0 0 1209 58 144 1100 63 162 131 0 0 131 0 0 336 0 0 306 0 0 0.201 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 y! I12C-Osw D 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 0.00 0.00 0.00 000 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 225 225 165 317 F 20P-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A -IPI Q9Q9 O.OQ 0_QQ Q 0 Q 0 Q Q 0 0 6 c) AED excursion 472 292 Envelope loss/gain 6080 93421 1292 2283 12 a) Infiltration b) Room ventilation 2994 0 948 0 700 0 222 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 9074 10290 1992 2504 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 47% 66% 0 0 0 9074 1 4297 0 0 0 10290 6761 47% 1661/6 0 0 0 1992 943 0 0 0 2504 1646 Total room load Air required (clm) 133711840 17051 840 2935 1 184 4150 204 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. 4&- wrig FstsoP!' 2018 -May -14 14:12.10 GCCA Right -Suite® Universal 2018 18.0.13 RSU24011 Page 9 naslasiaBGRE\Loll68ThornbrookeAnaslasiaBGRE.rup Calc = MJ8 House laces E DEL -AIR Right -JO Worksheet rann10-AM mmwmra ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bfh 2 9.0 It 9.0 It heal/cool 9.0 x 6.0 It 54.0 II= bih 3 11.5 11 9.0 11 heal/cool 11.5 x 6.0 11 69.0 II= Ty Construction number U•value Bluh/IIz*F) Or HTM BI fig Area (112) or perimeter (t) Load 81 h) Area (I12) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V1/ G 12C•Osw 2A•2ov 0.091 0.340 n n 2.58 9 62 2.34 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. y/ fi 13A•2ocs 2A-2ov 0.201 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1112C-Osw G W 2A-2ov 13A-2ocs 0.091 0.3.40 0_201 a e_ a 2.58 9.62 0_00 0.00 0.00 234 30.36 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0____0 0 0 0 13A-2ocs 11 DO 0.201 0.390 se se_ 0.00 0.00 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 Q VJJ 12C -Os w 2A-2ov 2A-2ov 13'A•2ocs 2A•2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0.340 s s s s s s 2.58 9.62 9_62 0.00 0.00 0.00 2.34 10.58 10.77 81 6 0 75 6 0 193 58 0 176 63 0 104 0 0 104 0 0 267 0 0 243 0 0 0.0000 0.00 O.OD 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C -Osw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I --G G 13A•2ocs 2A•2omd 2A•2ov 0.201 0.580 0.340- 0.091 0.390 w w w n 0.00 0.00 0.00 0.00 0.00 0.OD 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 01_0 12C-0sw 11 DO 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 c F 168•38ad 2OP-191 0.026 0.74 1.41 54 54 40 76 69 69 51 97 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-10 0.989 0_00 0.00 0 0 0 0 0 0 0 6 c) AED excursion 32 36 Envelope loss/gain 291 283 317 304 12 a) Inlillration b) Room ventilation 159 0 50 0 204 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Sublolal (lines 610 13) 450 333 521 368 14 15 Less external load Less transfer Redstribulion Sublolal Duct loads 47% 66% 0 0 0 450 213 0 0 0 333 219 479/e 66% 0 0 0 521 247 0 0 0 368 242 Total room load Air required (clm) 663 42 552 LL48 768 611 30 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgFstsoft' 2018 -May -14 1412:10 AC A - - • Righl-Swleo Universal 2018 18.0.13 RSU24011 Page 10 naslasiaBGRE\Loll68ThornbrookeAnaslasiaBGRE.rup Calc = MJ8 House laces, E jQDEL-AIR Right -J® Worksheet KAT110.1101 ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28.0 It 9.0 It heat/cool 14.0 x 14.0 It 196.0 IV rm 3 wic 70 It 9.0 11 heat/cool 9.5 x 50 It 47.5 112 Ty Construction number U•valueBluhlltZ•F) Or HTM BI 112) Area (I12) or perimeter (11) Load BI h) Area (112) or perimeter (h) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 I G_ 12C•Osw 2A•2ov _ 0.091 034Q 0.201 0 340 n n n n 2.58 9_62 0.00 000 2.34 Q_.5_8 0.00 0.00 0 0 0 0 0 0 0 0-0-0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 Vj/ L_' 13A-2ocs 2A-2ov 0 0 11 Vy W Vy V------fGG' 12C-Osw 2A-2ov _ 136.2ocs 13A-tors tl DO 12C-Osw - 2A-2ov 2A-2ov _ 13A-2ocs 2A-2ov 20v 0.091 0.340 0.201 0.201 0.390 a e_ a se se- 2.58 9.62 000 0.00 0.0(1 2.34 30.36 0. Q0 0.00 0.00 126 15 0 111 0 0 286 144 0 260 455- 0_ 45 0 45 0 0 0 116 0 0- 0 105 0 0 00 0 0 0_ 0 0 0 0 0 0_0_0_0 0.091 0.340 0,340 0.201 0.340 0.340 s s s_ s s 5 2.58 9.62 9_62- 0.00 0.00 2.34 10.58 10.77 0.00 0.00 0.00 126 0 15 0 0 0 111 0 13 286 0 144 0 0 0 260 0 162 0 0 0 0 0 0 18 0 0-- 0 0 0- 18 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 42 0 9 0 0 0 0 0 0 0 0 02A _ 12C-Osw 2A•2ov 2B -21v 0.091 0.340 0.340 w w w 0.00 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 yl II ---GG R D C - F F ___ 13A-2ocs 2A•2omd ZA•2ov 12C-Osw t1D0 _ 1613.38ad 0.201 0.580 0.340 0.091 0_390 0.026 0.050 0_989 w w w n 0.00 0.00 0.00 0.00 0.00___9.00 0.74 1.41 0.00 0.00 0.00 0.00 41 0.71 9z00 0 0 0 0 0 0 0 0 0 0 0 0 0 144 0 0 0 0 0 276 0 0 0 0 0 48 0 0 0 0 0 48 0 0 0 0 0 35 0 0 0 0 0 67 8 0 0 0 196 196 2OP-191 22A•Ipl 0 0 0 0 11 11 0, 16 00.00 0 0 0 0 0 6 c) AED excursion 97 23 Envelope loss/gam 1005 1317 213 199 12 a) Infiltration b) Room ventilation 496 0 157 0 124 0 39 0 13 Internal gains- Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1501 1474 337 239 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 47% 66/. 0 0 0 1501 711 0 0 0 1474 968 47 % 66% 0 0 0 337 160 0 0 0 239 157 Total room load Air required (clm) 2212 139 2442 120 1 497 31 395 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGg1-tsoPt- 2018 -May -14 14 1210 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 11 naslasiaBGRE%Lo1168ThornbrookeAnaslasiaBGRE.rup Calc = MJ8 House laces: E QEL-AIR Right -J® Worksheet rr<n,.te•uttntmrltmmro ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax- 407.333.3853 Web WWW DEL -AIR COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 It 9.0 It heal/cool 13.0 x 11.0 11 143.0 112 1011 11.5 It 9.0 It heaUcool 11.5 x 11.0 It 126 5 f12 Ty Construction number U -value Bluh/112-F) Or HTM Btuh/Il2) Area (II2) or perimeter (11) Load BI h) Area (112) or perimeter (fl) Load Bluh) Heat cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 11 2.34 10.58 0.00 000 117 0 0 0 117 0 36_l 0 0 0 274 0 0 0 197 455 0 0 0-0-0 0 0 0 0 0 0 0 0 0 104 30 74 0 189 289 172 317VL -G 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 yJ G 13A-2ocs 2A-2ov 0.201 0.340 n n 0.00 0.00 0 0 0 0 0 0 0 0 0 0 Vj/ I --G W GG 12C-0sw 2A-2ov - - -- 13A-2ocs 13A-2ocs il1DO 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 0.091 0.340 0.201 a e- a 2.58 9.62 0.00 0.00 0.00 2.58 9.62 9.62 0.00 0.00 0.00 2.58 9.62 9.62 2.34 30.36 0.00 99 15 0 84 0_144 0 216 144 0 6 0 0 0 0 0 0 0 0 0 0 0 0.201 390 se se_ 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 091 0 340 0340 s s s 2.34 10.58 10.77 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.201 0.340 0.340 s s s 0.00 0.00 0.00 0-- 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 v/ GG 12C -Os ---- 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.34 3036 30.36 0 0 0 0 0 0 0 0 0 0 0 0 q- - D 13A-2ocs 2A-20md 2A-2ov 12C-0sw - -- 11 DO 0.201 0.580 0.340 w w w 0.00 0.00 0.00 0.00 0_00 0.74 0.00 0.00 0.00 0.00 0.00__ 1.41 0 0 0 0 o____ 143 0 0 0 0 0 143 0 0 0 0 0 165 0 0 0 0 0 202 1 0 0 0 0 0 0 0 0 0 0 127 0 0 0 0 0 0 0 0 6 0 0.091 0.390 n C 16B-38ad 0.026 127 93 178 F 2OP-19t 0.050 1.41 0.71 1 2 0 0 0 0 F _ 22A-Ipl p_0 0 0. 0 1 6 0 0 0 0 0 0 6 c) AED excursion 49 65 Envelope loss/gain 769 1178 571 603 12 a) Infiltration b) Room ventilation 425 0 135 0 204 0 65 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1194 1312 7751 668 14 15 Less external load Less transler Redislribuuon Subtotal Duct loacis 47%6 66% 1 0 0 0 1194 565 0 0 0 1312 862 471/6 661/6 0 0 0 775 367 0 0 0 668 439 Total room load Air required (cIm) 1759 111 2174 107 1142 72 1106 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgF tso Pt' 2018 -May -1414:1210 ZcA '^ Right.Suite® Universal 2018 18.0.13 RSU24011 Page 12 nastasiaBGRE1Lo1168ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces: E IRDEL--AIR Right -JO Worksheet MAIM - 001 COMMOI w ah u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone, 407-333.2665 Fax: 407-333.3853 Web WWW DEL -AIR COM Job: Lot 168ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 9.0 It heal/cool 20.5 x 14.5 It 297.3 W stairs 3.5 II 9.0 It heal/cool 1.0 x 311.3 It 311.3 112 Ty Construction number U -value Bluh/I12.-F) Or HTM Bluhllt2) Area (112) or perimeter (II) Load BI h) Area (112) or penmeler (II) Load Bluh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heal Cod 6 y/ C 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 0.00 0.00 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 y/ L---(; 13A-2ocs 2A-2ov 0.201 0 340 n n 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y1 C W 12C-0sw 2A_2ov 0.091 0.340 0201 a e.. a 2.58 9.62 000 234 30.36--0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 0 0 0 13A-2ocs 11 DO 12C-Osw 2A-2ov 2A -2C 0.201 0.390 se se_ 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.340 s s 5 2.58 9.62 9.62 0.00 0.00 0.00 2.34 10.58 10.77 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 Vy 11- 13 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ CC 12C-0sw 2A-2ov 28-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 3036 131 0 40 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 Ij L -_p 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 11D0 0.091 0.390 n 0.00 0.00 0.74 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 C 16B-38ad 0.026 1.41 297 297 219 419 311 311 229 439 F 2OP-191 0.050 089 1.41 0.71 0 0 0 0 0 0 0 0 F 22A- pl 0.00 0_0Q 0 0 0 0 0 0 0 Q 6 c) AED excursion 432 47 Envelope loss/gain 1312 2710 310 466 12 a) Infiltration b) Room ventilation 620 0 196 0 62 0 20 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1932 2906 372 485 14 1151 Less external load Less transfer Redlslribulion Subtotal Duct loads 471/6 66-/ 0 0 0 1932 915 0 0 0 2906 1910 47% 1 66°/- 0 0 0 372 176 0 0 0 485 319 Total room load Air required (clm) 2847 179 4816 237 548 34 804 40 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. I i- wrig F+tsolFt' 2018 -May -14 14:1210 AC*" Right-Suile® Universal 2018 18 0 13 RSU24011 Page 13 naslasiaBGRE\LoII68ThornbrookeAnaslasiaBGRE.rup Calc - MJ8 House laces: E DEL -AIR Duct System Summary 111nta• 111111 COHM0 01° ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Job: Lot168ThornbrookeAna... Date: 6/4/2014 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100it 840 cfm 162 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm h 1147 55 44 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm c 4878 205 237 0.183 9.0 Oxo VIFx 36.2 95.0 sit kitchen c 3545 165 172 0.210 7.0 Ox 0 VIFx 19.2 95.0 SO mstr bth h 1193 58 26 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 msir rm c 5215 213 254 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mslr we c 5 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 s43 msir wic c 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 417 20 11 0.194 4.0 Ox 0 VIFX 28.6 95.0 St 1 study h 2164 104 56 0.195 6.0 Ox 0 VIFx 27.8 95.0 st1 alit c 768 19 37 0.191 4.0 Ox 0 VIFx 30.9 95.0 SO t _Fk wrightsoft- 2018 -May -14 14:1212 Righl-Suite® Universal 2018 18 0 13 RSU24011 Page 1 naslasiaBGRE\Lo1168ThornbrookeAnastasiaBGRE.rup Calc = MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AV 270 280 0.148 357 12.0 0 x 0 VinlFlx SO SO Peak AV 840 840 0.148 602 16.0 0 x 0 VinlFlx t _Fk wrightsoft- 2018 -May -14 14:1212 Righl-Suite® Universal 2018 18 0 13 RSU24011 Page 1 naslasiaBGRE\Lo1168ThornbrookeAnastasiaBGRE.rup Calc = MJ8 House laces E Name Grille Size (in) Hig cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft" 2018 -May -14 14:12:121 Righl-Suile® Universal 2018 18.0.13 RSU24011 Page 2 ACCf, . naslasiaBGRE\LolI68ThornbrookeAnaslasiaBGRE rup Calc = MJ8 House laces. E DEL --AIR Duct System Summary HUMS -=C0NDM1m10 ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 524 Red Rose Lane, Sanford, FL 32771 Job: Lot16SThornbrookeAna... Date: 6/4/2014 By: FJF Name Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) b1h 3 119 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 blh 2 h 663 42 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 b1h 3 h 768 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1142 72 54 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2408 89 119 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2408 89 119 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 4150 184 204 0.270 8.0 Ox 0 VIFx 18.8 70.0 m 3 h 1759 111 107 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2212 139 120 0.281 7.0 Ox 0 VIFx 15.5 70.0 slairs c 804 34 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AV 213 181 0.202 483 9.0 0 x 0 VinlFlx 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wrightsoft- 2018 -May -14 14:12.12 w,... .. Right-SuileO Universal 2018 18.0.13 RSU24011 Page 3 ACCA...naslasiaBGRE\Lo1168ThornbrookeAnaslasiaBGRE.rup Calc = MJ8 House laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name- Lot 168ThornbrookeAnastasiaBGRE Builder Name: Taylor Morrison Street. 524 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner. Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls in narrow cavities shall be cul to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cul 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 ceilinas- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 5/14/2018 2.18 PM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 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: D This checklist O 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). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) D 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 5/14/2018 212:35 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Loll 68ThornbrookeAnastasiaBGRE Builder Name: Taylor Morrison Street: 524 Red Rose Lane Permit Office: City, State, Zip: Sanford, FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: 1 Pa cfm 2 Pa cfm 3 - — -- - Pa i -- -- cfm 4 Pa cfm 5 Pa cfm 6 --- Pa-- Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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 lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OF THE ST47A a — v 5/14/2018 2:18 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 524 Red Rose Lane Permit Number: Sanford , FL , 32771 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 budding 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 vent' 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, backdraff 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 light -filling doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, 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 HAMA/ 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. 5/14/2018 2.17 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1 57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 55'17 (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)Healed 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 heal trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the limes when heated water is used in the occupancy. 5/14/2018 2:17 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heal trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140"F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria. 1. Be installed with 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 safely 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 healing 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/wall Any In-line fan Any 2.8 cfm/walt Any Bathroom, utility room 10 1 4 cfm/wall 90 Bathroom, utility room 90 2.8 cfm/watl Any For SI. 1 cfm = 28.3 Umin a. When tested in accordance with HVI Standard 916 5/14/2018 2.17 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturers 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 healing to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50"F (10°C), and no precipitation is falling and an automatic or manual control that will allow shuloff 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 healer, 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. Healers 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 healing 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 heal 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 healers 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 healers fired by natural or LP gas shall not have continuously burning pilot lights. 5/14/2018 2.17 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard R403.11 Portable spas (Mandatofte 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. 5/14/2018 2:17 PM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 6 R va rvemmw O qu M I tcN r(.t .warwusr ( V 401 `+• O.DiOT1.i Ali61 t O IL O L l`•\ tr 6aalmmr:r a o.v Ysmn a 6 41 t,l Mt S E _ OlmYrilYIIN tY,[, N'/Y •rlOrl j 1L O OINwVVIUm3; 51 rTRAY CEILING SECTIONMY t -- CAU. 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J Z O W 3 l.•ai•MtYYrYrtYm • 9 alt Ytr,•11YYtC YOWI J Q -, Q IYI.Yt•aIDfrm Y4..VmMaO%V YY YN Or Y mlwawl.Oa ea, me of 4 1 ches o the .1;1 wrap o e f otln 11 duct has on r=6 Insulation value. m J N TYPICAL MASONRY wmoow safouLf WINDOW WIDTHS # e n• r {r vAtOOw dudul5 r• D61 uny as us, s!- ssl 3 7 F •YI NYY Afa YY 4C StVTrLLiOIlT O'6NdrOe ALL O001f wOQ SSS t01611{1{I101 NT wA IFR oZ rV116f:'JtQ aO SIFL/Yi'17Q Ei 10401A 4I0 rpt3 Jf6P000 1®t{K6F 914H Gt9'F'c• OR, O: rt1® 4 1:16J 3 tl 8L/I !7/M lG.M AeIW u/AIY M7•a f/ P Wi iMA ILae g 4adM 4L 1qT AX1OONA RR A. DOHA--------- r10x-6 WEB" WA11IU.:AT volt F,RAIi1PIRRoprEOWAX RomIo-LA7eA a"*Yom AW (WW WKW CAM. LT.1,a110ea ' uAW %)_ 116' G'I I al op III12.6 l.cd205 _ Z n 7' 24 TON V/SKV t240V IPM 18.18 WWen b4&- w b,(3adr scale I ri nii ea 128 12.6 I•Cd cd te 6' —12•i2 rap rvp 7' 12.6 I.eplemu/ u.enr.e bath duct Tromso, d"ttc/prus sized In rooF ca dkV C de-"u6`02.:eiancedPReturnAl'. e.c.ptlons 1-3 Wade, Fan -at prdvtd. unr.atr•c ted 1 Inch tone 696RNB "'der`"t an doors to habltaaeDons. I i I i II s1 ...d to a/c duct chase 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. Rating 4- c H 9Na o g a as Z m O N OD ODLULU a N (L I m Ocum O Q 0 NCOQ OQ z(U J N Q_ \ a F— Oz0a: F— Q J H t0 L1 o } T CO U.1 >.. z c z o w 3JFQ7JO5Qa: m(L —iU)a0 3' WASTE LIVE FROM 2ND FLOOR CT i• _ _ TERVIINATINGTOTHE lSrR OR. AAV ++• - KITCHEN MASTER BATH TV AAV C WATER SOFTENER V. POWDER BATH oO. 1 D z_'Q00 TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 168 HOUSE TYPE: ANASTASIA W/ WATER SOFTENER 1ST FLOOR TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 168 HOUSE TYPE: ANASTASIA W/ WATER SOFTENER 2ND FLOOR BATH z 4, AA BATH 3 3' WASTE STACK FROM IND FLOOR TERMINATING TO THE IST FLOOR RECORD COPY DESCRIPTION AS FURNISHED: Lot 168, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 30' UNNAMED PLATTED ROAD FLORIDA LAND k COLONIZAnON COMPANY LIMITED W. BEARDALL'S MAP OF ST. JOSEPHS P.B.I. PACE 114) Z10 S 00°12 21 " E 40.00 S T JUN 14 Zot j , Ok to construct single family home with setbacks and impervious area shown on plan. A„ a s +AS i q fsR LOT 167 P.I. 167.14_ 1110' LANDSCAPE, WALL, FENCE ESMT. 19.26_ _ _ _ _ _ 19.26' - 9 LOT 168 I 5.00' 15 7' COVERED V PATIO 14.3' 21.3' 16' DRIVE 1 25.22' 25x ' 20' 10' UTII. I — _ — IESMT. WALK 5.00' 5.00' T 5.00' LOT 219 PROPOSED - FINISHED SPOT GRADE ELEVATION LV SOFT. PROPOSED RESIDENCE N 00014'55" 40.00' MODEM: ANASTASIA CO 2 CAR GARAGE RIGHT A.. FRONT - 25' My e LANAI BREEZEWAY- 4A 50.E LOT GRADING TYPE A RE'D ROSE' LANE DRIVEWAY = 403 SOFT. PROPOSED F.F. PER PLANS a 23.9' 5.0 5.00' Lr SOXT SO.FT. aG 50' R/W) ENTRY 5.00' R SO.F7. yam yY O O SOD2,292SO.FT. Oi 21.3' 16' DRIVE 1 25.22' 25x ' 20' 10' UTII. I — _ — IESMT. WALK 5.00' 5.00' T 5.00' LOT 219 9 PROPOSED - FINISHED SPOT GRADE ELEVATION LOT a 4,779 SOFT. PER DRAINAGE PLANS N 00014'55" 40.00' W (e.B.) LIVING - 1,467 GARAGE a 455 ENTRY a 71 San* SO. FT. SO.F i PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) LANAI BREEZEWAY- 4A 50.E LOT GRADING TYPE A RE'D ROSE' LANE DRIVEWAY = 403 SOFT. PROPOSED F.F. PER PLANS a 23.9' TRACT 1 (UTILITY & ACCESS R/W) PAD - 18 WLKWAY = 68 SOXT SO.FT. aG 50' R/W) AND/OR INSTRUCTIONS PER IMPERVIOUS= 54.8 SOD 1572 R SO.F7. yam yY O CLIENT NOT FIELD VERIFIED SOD2,292SO.FT. A LU I N R/W = 440 SO.FT. G, OQO 9 PROPOSED - FINISHED SPOT GRADE ELEVATION APRON = 110 SO. FT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY"' SIDEWALK = 200 SO. FT. PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) 300 = 130 SO. FT_ LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA -5,22JPROPOSEDF.F. PER PLANS a 23.9' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513, 3SO. F SOFT). SIDE CORNER a 10' AND/OR INSTRUCTIONS PER SIDEWALK - 268 SO. FT. PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIELD VERIFIED SOD2,292SO.FT. CR USENME'YER -SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PPLATvOL • POINT ON LINE NOTES: rIP. rICLD rYP. • TYPICAL IRON PIPC AC. • POINT Or REVERSE CURVATURE VE1. THE UNDERSIGNED DOCS HEREBY ^ERrrr THAT THIS SURVEY MEETS THE STANOWOS OF PRACTICE SET FORM Or THE FLOR/O4 BOARD Or IA. IRON ROD P.C.C. • POINT Or COMPOUND CURVATURE PPOFESSWNAL SURVErDRS AND W3PER5.IN CMAPrER 3 -17 FLORIDA ADMINISTRAIVE CODE PURSUANT r0 SCCTWH 472.027. FLORIDA STATUES CASCT IF. CONCRETE MONUMENT RAD. • RADIAL 11/2' IR. •/RLD 4396 M2 • HEN -RADIAL 2. UNLESS EMBOSSED WIN SURVEYOR'S S?N4111RE AND ORIGINAL RAISCO SCAL TMS SURVEY MAP OR COPIES ARE NOT VAUD. RCL REEOVCRED V.P. VITNESS POINT 3. THIS SUMTY WAS PREPAPCD FROM 1111E INFORMATION FURNISHED TD THE SURVEYOR. THERE MAY BE OTHER RCSTRIGTWNS PRD.B. PONTPO1N1 Or N CALL. • CALCULIIED GLSO4EHts 11411 AFFECT THIS YPOPERTY. P.D.C. POINT or CBEOINOMMENNG C IRA • PERMA17E REFCRENCE MONUMENT 4 NO UNDERGROUND /M.PROVEMENTS HAI! BEEN LOCATED UNLCSS OTHERWISE SHOWN. t• CENTCRLIHC rJr rINISMCD FLOOR ELEVATION 3 INS SURVEY 6 PREPARED FOR THE SOLE BENCFIF OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUCD UPON BY ANY DINER CNITV NLDR/V NAIL L DISK DSL • WILDING SETBACK LILAC RIONT-Or-VAY • BASE B. OOICNSWNS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BC USED TO RECONSIRUCI BOUNDARY LURES. 9A KAK B.0. BASE BEARING 7. BEARINGS, ARC BASED ASSUMED DAiVLI AND ON 1W. LINE SHOWN AS RISE BEARING (B.B.) OtAINGRAIN. DRAINAGE DRAINAGE 0. ELCVAIONS. L• SHOWN, ARE USED ON WT/OILAL G-•ODFTIC DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY D. CCRIFTCATE OF AUT MIZAION I:o. 4390. CLIC. CHAIN LINK FENCE VILM C/D VODD FENCE CONCRETE BLOCK SCALE 1- 1' . 20'---4 DRAWN BY: r•• P.E. 1. DESC. POINT Or CURVATURE POINT or TANDCNCY BESCRIP I CERTIFIED BY: DATE ORDER No. " RL RADIUSARCLENGTH PLOT PLAN 05-111-2018 2449 -IB D DELTA C.D. CHORD BEARING NORTH THIS BUILDING/PROPERLY DOES. NOT UE WITHIN --. K LTTE ESTABLISHED 100 YEAR ROOD PLANE AS PER FIRM' TO GRUSE EYER, YR.L.S. / 4714 ZONE 'x" MAP / 12117C 0035 F. JAM W. SCOTT. R.L.S 11801 TILE ROOF FC(,, CV Y 6 i. -- --- --- -- LAVA. 1 NEENNE F 1111 1111111111012 11111111111 WIFE 0 1 " MIA! IN r 1 I 1 1 1! I 1 I I Is iisl _ 1's —;Ir, 1-- Imo; -- ` - 1! I 1's 1 - I — ---- 1 1 all _il Him_—_ ---- _ 1'sI . MA11 r I _ice 1. . -------- : 11 I©dill MIN 11 MII 11 11 f-siwwN wNw l NOTE:IINNEMENNE ft ft ft ft WENo 0 DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES Al VAN914cc Ell PLUMS 12' 3/4- SUBFLOOR WALL NT. BASED ON 9'-4' A.F.F. 1 O;NG 2 FPAR/ 1g-2371 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRANANGS AND TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING IAr./ fwP Ilnk ATTENTION! r=im REFER TO SCSI -BI U m rws . v. ve .T • o.. re%e i Lrm b Nr .wob%, Tram wT bee rNtdsmaseo.n% Nrbe i`INts erm eN, . Total Truss Ounntlty = 184. General Notes 1)M PI dNOtea Y- ow at odd bre to b, a.r PWG* M" V. bb""nes:a. E) N bgNs b M SY*e N .6. .ONi% rlri 3) M b "NI b N• OL Nr verde I" 4) Pb T. PWA bowl% pfd rowNrYe PN.eNI Isdr1 d.0 w PI i • awbY 40*4 IS OG mow Y r\ b 0=04w- 0 tbaaNa b •eba rsPr b BG9-•I tr A •end belt' alla ROOF LOADING SCHEDULE TCLL PSF WDL- 1177 SCOL 10 PSF TOTAL 47 PSF DURATION - 1.25 % NANO SPO/TYPE- 150 MPH ENCIASED BLDG EIPOSURE - C USAGE = RESWENTIAL CAT B NAND IMPORTANCE FACTOR- 1 UPLIFTS BASED ON- 92 PSF DESIGN CRITERIA PBC 2017 TPI 2014 Tress -aThr Berta t c®soN q%oe ve harceed la ASCE?-10 s murmrm r_ mn barb mrrgarrms, Nd c—.0 and m%m iM fart rmam4 gsemn. Tb_trate III b—mcAb-rry rr sdPcisrd IOr rrf mo-aNcvnm bomo-chvd hes FLOOR LOADING SCHEDUL TCU. - 40 PSF TCDL - 10 PSF BCDL - 5 PSF TOTAL - 55 PSF ALL REACTIONS OVER 5000/ AND UPIIPTS OVER 1000// ARE SHOWN ON ENGDiEERMG. WALL KEY 9'-4 20'-3/40 OEM oESCRIFF l IVR. DATE N e.sF w N N1aN Y%0 i rN d.r{V Vw%t i r0 r%r1 O N O Vr Iti N 01 %%IrN NrI1NM IIr N i IGb0/ oE5C70P110N twr. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 4 N V. VINTER HAI FIDtIDA 73880 Pl43Wj (800) 959 -OM FAIN (863) 291-2488 BUD -DER TAYWR MO PRO.ECTTHORNBROOK MODEL 2682/B CCA PROJ/YOOEL/ALT 9Ae/9A7/258M,/258T8 ALT OESC OTC : LOT :188 BLOCK: jjp Ter DESIGNER PAGE ii Is io 1 330074R SCALE4 "=1' U/lym •s• W CCMgAft ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258M B/258TB Lot: 168 Block: Unit: Address: JobNumber: N330074 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES 111,1.. N ... —, IRIS OMa FRIPARID FROM COMPUTER IMNfT (tOADS 1 OIIIIRSIORSI SUBMITTED If TRUSS MFA. Strongback Bridging Guidelines for Roof Trusses Stronyybeck Drtdying for roof trusses Is not a requirement of AN51 TPI 1.2002 Dut it is a strongly recommended guideline by Carpenter Contractors or America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Brldging helps 'planing -out' the transitional or relative dellectlion of adjacent trusses due t0 an offset 1n spans. In either case. Strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 1( inch. Strongback bridging in roof trusses does not sarve as temporary or perranent bracing end is not Intended to help distribute or S hare design loads between trusses. Consequently, no design loads have been accounted for with this 4eta11 and contlnuous strongbeck brlaging should not Oe attached between common and girder trusses that have more then V inch differential deflection. STRONG8ACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 216, AND SHALL BE ATTACHED WITH A MiNiMUM OF THREE 164 COMMON OR (3) 0.131 1 3' GUN NAiLS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes only. The exact location of Strongback bridging will be specified by Carpenter Contractors of America. The use of strongbeck bridging shall In no way interfere with any other design considerations specified by the Engineer of Record or Building Designer The nailing requirements shown are consistent with ANSI/TPI 1.2002 for Strongback bridging. N.T.S -Not To Scale) 6060099ecBp9etfiis0et5S618••6S1 Design Crit: > RT i qui gsIC 1O IS...rn/ nom 7.31.11 NT . Ila6I t/R I11~lt WIl m•'•Rn,inh. N IIRN « III R.L'ii rYn 1.1i1M{. !N ` 11 :na1•lY. Mit nY.a 11 « M{.In. NN R/tNla Yli. M111. 1I {lull rot I.rm N1C lin! Nua n Nar.Mlp leu I Kll ql. sal G DN.{.nR ICR1n1 tir GMU /BLL xn{ rN1tl{t •t1.Sq. u.YRY..1 Nt0.1 •W 1tR01 WV {Nit t T IINItII 1R.t101N70 I130.114. INP011TaRt••ryu(N • Co- of 11,11 MIN R 11w IVan.nY NNLLIna R. ut. 1R. — Nl a ux«na{ rN •a Nll•n11 NN ant NRw .11 —. % n tan+ lot 1.0.. It 1.1— .In j N0.62212 ALPINE ill: N I..1 -1N. NwtIN, ul«IN. lurall.t...... _". F tlIN NV1110.«114at rWIl11Rt /1 Ot PUit" NIIN R<. N uN•1 w nl. In t4 • i i itN[Rp 1l•n1 .N MN t1 R/u/It4 R.MR/q — .R1 atW .Nit R. 141 R111..N11 luu n as r.a a R..$.N. —911 N.1.nR 1N.n1 N Rn Nt9a...e 1... •n wane 1N.•1 .y STATE OF IWl<11.1 « K.u1 1—C. .1 11) 0-1 u Ia ..oto . RII•Nw M... . ON N LIt 'O RW6wm11y cNwpll & a" AM. .wl uuum .1—a•Q N I.«{Rla.ut NIulU1N.01-111/UR —111 rN nl I— tnll.lN 'lld R% tl{1. INA. lel N1111n1n 1O I.S. Y nl. n{afR rN Y! "-Ito la la It—u11111 r n( g g 027E • Haut Num. rn aorto 1 tR. . Jul fOIVJ0.t TC LL PSF REF R081. 48357 TC OL PSF DATE 07/28/09 BC OL PSF ORW NCUsaoal 09209396 8C LL PSF HC -ENG OR/OR TOT.LO. PSF AR36 OUR.FAC. FROM SPACING JREF- 1TT0081_Z18 Simpson Strong-Tte- Wood Construction Connectors Hangers HUiHUC harrlors may Lie nvvtallud un a nxusunry,'u(wietu wall as descrttleo M, ow, AcJ:ht(onalN,, HU hanger; wdh one flange r"onrealed may be installeai similarly: HU and HUC products are heavy-duty face -mount joss[ hangers made from 14 -gauge galvanized steel The HUC is a concealed Oange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2i'ie' or greater, at 100% of the table bad. Specify HUC. HU is available vnth one flange concealed when the W dimension is less than 24i6" at 100% of tho table bad. Specify as an "4' em,on and Er.eci ; Clangs to conceal. For ary HU ct IAL C shown in this catalog, the user may sutrsutt to t,0 facto naffs %dh 16' ( 14: Tden1 2 sciews Mcdel rrh12-251341-1). Follow all installation instructions and ime the mads ham this ralnbn. Matenal: 14 gauge Finish: Galvanized; IMAX' and stainless steel available Installation: Attach the ha%je(s to cvnuete or GFCR'U w30s using hex -head Tilcnr 2 soiews. Then screws for GFCMU VA' x 21,'," — ModeJ TTN? ?5?34H) and for cnncipte (!4' x I -W — Morlel I11,Y2-2513 3 4 are not crooded wdh the hsngr rs. NO the lie'-fameter hole to the specified embedment depth plus 'h". Alternatively, drip the Vis" -diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Overseed-diameter holes in the base material vn0 reduce or eliminate the mechanical interlock of the threads with the base material and WO reduce the anchor's bad capacity. I dean Installation Toch Kilt, are available. I I key Include a lie" drill hat and heA-head driver tit (Model TI NT0144C), a Me"), •1'A drill bil is also a' dilable OAodel MD61(3412). A minimum end and edge distance of 1'h' es required. Options: For skewed mangers use 75% of tatle uplift bid. If hanger wvith u greater- than 3'4', then use 80% of table dovmbad; otheiv,vae use 1tX)% of tat,kt dow0g.d. Codes: See p.14 for Code Reference Key Chart t_; Concealed flanges HUC410 I'b' into. SIMPSON StrongLTie NUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall N OM IZU dC c° reU c 2 inn C 279 Simpson Strong -Tie Wood Construction Connectors Hangers (cont.) These products are available vnlh addilional corrosion proleclion. For more mlomnalion, see p. 18. B 280 SIMPSON Dxng+ef Model No. Fasteners Allowable Loads(DF/SP) CodiConcrete Standard Concealed 1 rcl,11' 2 Concrete 1, 2 Joist Uplift 160) Down 100/125) Uplitl 160) Down 100/125) Rel' HU26 HU26X 4)'•;'xI?, 4) t?.• 2)10dxl1h' 335 1.000 335 1,545 HU28 HU28X 6) 'r•' x 1?Y 6) 1?Y 4)10d x 1 W Sas 1.500 760 2,400 HU210 HU21OX 8) "I"X 1?:< 8)'•:' x 1 2 4) 10d x 1 h' 545 2,000 760 2,415 HU46 (Min.) HUC46 8) 8) 4)10d common 760 21000 760 3,200_ HU46 (Max.) HUC46 12) 12) 6)10d common 13,000 1,135 3.950 HU26-2 (Min.) HUC26.2 8) '•+' 1'.': 8)14, x 1'.V 4) 10d commonE76042,000 760 3,200 HU26.2 (Max.) NUC26.2 14 , x I % 12)' :' x 1 ` 6)10d common 3.000 1,135 3,950 HU48 (Min.) HUC48 10) + e 1 10) '• r ' 4)10d common 2,500 760 _ 3,/20 HU48 (Max.) HUC48 14) < • ' 14) . 6)10d common 1,135 3.500 1,135 4,920 HU28-2 (Mtn.) HUC28-2 10) . x IV.- 10) :'<" x 12W 4)10d common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14)'V x 11: 14) x tai•.- 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HU410(Max.) HUC410 _ HUC410 14) 18) ": • 1 14 i 18) :- - - 6) 10d common 10) 1 Od common 1,135 1.800 3,500 4.500 - 1,135 1,800 4,9_20_ 4.920 HU210.2 (Alin.) HUC210-2 14)'.Y x 11: 14J 'Y' x 15. 6)10d common 1,135 3,500 1,135 4,920 HU210-2(Max.) HIIC210.2 18)'•Y'r11'+- 18)'4"x 10) 10d common 1,800 4,500 1.800 5,085 HU28X Ravi 45' Ka /R26.2 Not ava table) HSIIURC26.2 6) ' . 1:. 12) ' '- - 6) 12) + -- 4)10d x t h'_ 4)16d x 2'h 670 900 1.500 3,000 670 900 2.400 3.135 HU2-'-2 HUC24-2 4) ''< 23': 4) 14 1 ;.' 2)10d common 380 1,000 380 1,545 HU212 1-1. " to)'- 10) •` ' 6)10d x 1'h' 1,135 2,500 1035 2,665 HU214 HII2W 12)' l "•+ 12)'Y' x I" V 6) JOB x 1 e 1,135 1 2,665 1,135 2,665. HJ26-2 (Min.) HUC26.2 (Min.) 8) 8)< 4) IDd common 760 2,000 60 3200 HU26.2 (Max.) HUC26.2 Max.) 12) 12) t : 6)10d common 1,135 3.000 1.135 3.950 170 HU26.3 (Min.) HUC26.3 (Min.) 8) '•:' ?•'.'l 8) 14: % 1 {: 4)10d common 760 2,000 760 3,200 IIU26-3 (Mnx.) IIUC26-3 (Max.) 12)' r ^• 1: 12)'Y r 1 s.' 6)10d common I'm 3,000 1,135 3,950 HU28.2 (Min.) HUC28-2 (Min.) 10) - 10) ' 4)10d common 760 _ 1,135 2.500 3.500 760 1.135- 3.725__ 4,920HU28-2 (Max.) HUC28.2 (Max.) (14) ': (14) -- (6)10d common 1111210.2 (tin.) HUC210-2 (Min.) 14)'.? r 9t; 14)' ." x 141 6) 10d common t 135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 118) tV x 2a+' 18)"4" x i 3;- 10)10d common 1,800 4,500 1.800 5,085 HU210.3 (Min.) HU210.3 (Max.) - HUC210-3 (Min.) HUC210.3 (Mnx.) 14) _ 08) 14) _ 18) 6)10d common 10) 1 O common 1,135 1,800 3,500 4,500 135__ 1.800 4,920 5.085 HU212-2 (Min.) HUC212-2 (Min.) 16)'•14, x 2lv+ 16)'•Y' x VW 6)10d common 1,135 4000 1,135 4,920 HU212.2 (Max.) HUC212-2 (Max.) 22'•+ v 2)1 22)'•+ 11 %' 10)10d common 1,350 1 5.085 1.350 5,085 HU212-3 (Ain.) HBC212.3 (Min.) 16) i 16) = 6)10d common 1,135 4.000 1,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) 22) 10)10d common 1,800 5,065 1,800 5.085 HU214.2 (Min.) HUC214-2 (Min.) 18) %'x 21W 181 "+' x 13',' 8)10d common 1,515 4,500 1,515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24)'%: x 21. 24)1:' x 1;:- 12)10d common 2,015 5,085 2,015 5.085 HU214-3 (Mm.) IIUC214-3 (Min.) 18)".'r 18): r •' 8)10d common 1,515 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) i 24) '. r 1' • 12)10d common 2,01.5 5,085 2.015 5.085 HU216 HIPWI., 18)'•Y x 24V 18) x 141' 8)10d x I h' 1,515 2,920 1,515 2,920 1111216.2 (hin.) HUC216.2 (Min.) 20) :' • 20) . 1 • - 8)10d common 1,515 4,920 1,515 4.920 1111216.2 (Max.) I1UC216.2 (Max.) 26) 26) • 1 12)10d common 2,015 5,085 2.015 5 085 HU216-3 (Min.) HUC216.3 (Min.) 20)'%+- f 2}: 201'1; : 13i" 8) 10d common 1,515 4,920 1,515 4,920 lIU216-3 (Max.) HUC216.3 (Max.) 26)%-12?'-* 26)'%+' v 1?•:" 12)104 common 2,015 5,085 2,015 5,085 1. LIMA bads have been increased for earthquake or w rd duration witn no further increase is slowed: r Wi r -Pp wt•^n M. a 1;,es go,•em,. 2. Mnimum f', = 2.500 psi and minimum 1'r., = 1,500 PSI. 3. Where onlyone flange is concealed sp dy right or left eonwalad flange. A. Models wllh'X' are not stock items. 5. pr.:auos fd aft- l',Ad-O su-;t IIV 14cr.^ ..; rw s a6 1`01 U pTUI iG w J'Y'. Fastonere: t 6o corn•• c+l = C.' 6: dia ;,3'-:* b:,3, I W x 2::' = rJ.' 62 Ura k 21 bnry f 0,1 c unrn> n = .1146' d a x u long. 10d), I W = 0.148' is. x VW krya. TTK2.25'3•:H = 7._ r V' riten 2: TTK2-25234H = 1•<' x 21;' T,te'n 2: TTN251 ?4H = 7 Is,'W x 11S arviTnJf-52•< ..2l•: ria/ala't;tzei.•1f_61•?tMli:r•.Sic pp.2-2, fao,ne r>._Is'za:arvi'n::rm11r,•. UPDATED 04117117 Simpson Strong -Tie- Wood Construction Conned s SIMPSON StP011 e Hangers (cont.) These products are available Hnth adail,onal corrosion protection. For more nlormaoon, see p. 18. Model No. Fasteners ti Allowable Loads (DF/SP) GI.rU Concrete Code Standard Colicealed GFCMU Titers' 2 Concrete T,l•n" 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Het' HU44 HUC44 4) ." . 714" 4)'i;" : 11:• 2)10d common 380 1.000 380 1.545 HU46 (Min.) HUC46 (Min) 8) 9)"11.14— 4)10d common 76D 2,000 760 3,200 HU46(Max.) HUC46(Max.) 12) 5 _%-; 12)'•r'I 5 6)10dcommon 1,135 3,ODD 1,135 3.950 HU48 (Min.) HUC48 (Min.) 101 %" r "t+ 10) t':' x 1 '+' 4) lOd common 760 2.500 760 3,725 HU48 (Max.) HUC48 (Max.) 14)14' . 2'r: 14)1:a . IF.* 6)10d common 1.135 3,500 1,135 4,920 HU410 (Mm.) HUC410 (Min.) 14) '•r x 24 14)' 4' x 1-•',' 6)10d common 1,135 3.500 1.135 4,920 HU410 (Max.) HUC410 (Max.) 18) . • :'i 18) . 1 .< 10)10d common 1.800 4,500 1.800 4,920 HU412 (Min.) HUC412 (Min.) 16) ':" : 2,-" 16) '4' + t ." 6)10d common 1,135 4,000 1.135 4,920 lIU412 (Max.) IIUC412 (Max.) 22)'/: x 2 W 22)',V x 1 W— 10)10d common 1 800 5,085 1,800 5.085 HU414 (Min.) HUC414 (Mut) 18) _'4' 18) 4' " 1 •: 8) 10d common 1.515 4.500 1.515 5.085 HU414 (Max.) HUC414 (Max.) 24) '• . 2-: 24) ',' ,. ' • 12)10d common 2,015 5,085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 20) '•x' x 231- 20) V ' x 1 Y4' 8)10d common 1,515 4,920 1,515 4.920 HU416 (Max.) HUC416 (Max.) 26) i.:' 4 2'': 26)'•:" 4 I!V 12)10d common 2.015 5.085 2.015 5,085 HU66 (Mer.) HUC66 (Min.) 8) : 8) :'•' • 1 ! ' 14)16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) 12) '• ' ' 12) • 1',' 6)16d common 1.345 3,000 1.345 3,950 HU68 (Mm.) HUC68 (Min.) 10) 14'v 2",-;* 10) ,1 s4' 4)16d common 900 2,500 900 3.725 HU68 (Max.) HUCG8 (Max.) 14) ',',"x 24:" 14)':i x 14? 6) 16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) , 14) .' • 1-," 6)16d common 1,345 3,500 1,345 4,920 HU610 (Max.) HUC610 (Max) 18) , • c' 16) 5' :' - 8)16d common 1,795 4,500 1.795 5.085 HU612 (Min.) HUC612 (Mon.) 16)'•'i' x 24 16)'A" x 14i" 6)16d common 1,345 4,000 1,345 4.920 HU612 (Max.) HUC612 (Max.) 22)',:' A 2'.:" 22) :':' a 1?." 8)16dcnmmon 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 (Mm.) 18) "+ - % , 18) ' S' _ 1= 8)16d comonGn 1,795 4.500 1.795 5.085 HU614 (Max.) HUC614 (Max.) 24)' r '• 24) ,' r ' ' ' 12)16d common 2,015 5,085 2,015 5,085 HU616 (Min.) HUC616 (Min.) 20 ." 4 ?7/: 20) ::' 41 f4" 8)16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Mex.) 26)'••: x 2xi;" 26)'•+' x 1 W— 12) t6d cwriinton 2,015 5.085 2.015 5.085 HU7 (Mm.) Not available) 12) • 1", 12) 4' 1 ': 4)10d x 1 h' 2,980 760 2,980 HU7 (Max.) Not available) 16) . ' • ' ' 16) • : 1 Ig 10d it 1'h" 1,085 3.495 1.085 3.485 HU9 (Mon) Not available) 18) x 14;" 18) x 1`4" 6)10d x / h' 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) ,a" • 1'•'." 24) :ti • 11." 10)10d x P&' 1,445 3.735 1,445 3.735 HUII (Min.) Not available) 22) '. > :'4' 22) '' I%+ 6) 10d x I h" 1,135 3,230 1.135 3.230 HUI1 (Max.) Not available) 30). 30)'. r 1'.: 1 (10)10d x 1 h" 1.445 3,735 1,445 3,735 HU14 (Mon) Not available) 28) .' • 1 t:'J 28)'•.': 1?':' 8)10d x 1 h" 1,515 3,485 1,515 3.485 HU14 (Max.) Not available) 36)'-4' x 1 ri" I (36)1,5'x 13:" 14)10d x 1 h" 2.015 4,245 2,015 4,245 HU3.25/10 Not available) 22) • r ' 22) •- x 1': 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) %' • 1 • • 24) _' ;1 . 12)10d common 2,015 5,085 2.015 5.085 HU410-2 (Min.) HUC410-2 (Mon.) 14)1::' x 144" 14)'•5* x 1414" 6)16d common 1,345 3.500 1,345 4,920 HU410-2 (Max.) HUC410.2 (Max.) 18)'•':' • 134" 09)', . 1 <" 8)16d common 1,795 4,500 1,795 5.085 HU412-2 (Min.) HUC412-2 (Min.) 16) 5' 1 ' 4 16) ; x I i 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 221' V r 1 ; • 22) ':' r ! W 10)16d common 1,800 4,920 1.800 4,920 HU414-2(Mon.) HUC414-2(Min.) 20)1VP 20)'.."414,•:' 8)16dcommon 1,795 4,920 1,795 4,920 HU414-2 (Max.) I HUC414-2 (Max.) 1 (26) '%:' x "i.. 26)'%:' x I?:' 12) l6d common 1 2,015 5.085 2.015 5.085 1, Uplift "shave been increaseo for earthquake or wind duration with no lunher increase is allowed, r NilWu :S'tt: I oil IN I: arts q- era,. 2. Minimum Pc = 2,500 psi and rrxnimum I'm = 1,530 psi. 3. When only one Oar-ge is conce.*c specify right or left concealed flange. 4. Models with "X" are not stock dens. 5. F'OdUGi> s,iaa t.e I-sth" bVCh:rit T IM~ U:io,Ns am r1Jt OxOGoea to wc-i:hcr. Fasteners: I G_ ccintii>n = O. I?c 0a.. 314 IJrig 1641 x 2'•+' = 0.162' di:+, r ?,l hng, lajrf co-, n. *I = C.1 .b' OIa. < 3' long; I C<1 x 1 /S - 0,1 JW oa. > 11v b•+g. I I l-2" 134'1 _ < 1 •. - rtn 2: 11!2.257:1411 _ 1W x 7+' Went 2; 11 N251341 I _ l ren 'n' x and 7TN25234 H =T,:cn !•. • > :^1_'- •-ay , Lo b_ used et •iu0 Iaula b a^s. Eea pp. 26-27 -or oil*r n il oeet..trxl ,nl;trnb•:n. UPDATED 04117117 281 Simpson Strong-TiL Vilood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers A. This product is preferable to similar connectors because W of a) easier Installation, b) higher bads, c) lower installed coat or a combination of those features. AU hangers in this series have double shear nailing — an innovation that distributes the bad through two pants on each joist nail for greater strength. This allows for fewer nails. faster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGLX) hangers provide similar capacities as HGUS douhl"hear hangers, but they use Simoson Strong -Tref Strong -Drive' SDS Heavy -Duty Connector screws instead of rads for faster and easier installation. In addition, the Strong-Drrve SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX' coating; FIGUO ava-lable n HOG: see Corrosion Information, pp. 15-18. Installation: Use allspecified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Simpson Strong Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUO. The thickness of the supporting girder -rust be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4 W screws may be substituted ter the longer lenglh screws with no bad reduction, or a shim block may be used as approved by the Designer. Not desklrxxi ler welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Sbong-Tie representative. Codes: See p• 14 for Code Tteference Key Chart 1' for ats 14{i for Ys 0 L w_/ B 6 LUS28 6MUS28 I • i SIMPSON Strolv_'Tie a a s . a 2•. GrHUS210 4US26, HUS28, at HHUS wrnrlar) UTIHHUS210-2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connechng multiple mernbtus foyather) 235 Double - tiDoti Shear Nailing Nailing Top View 1' for ats 14{i for Ys 0 L w_/ B 6 LUS28 6MUS28 I • i SIMPSON Strolv_'Tie a a s . a 2•. GrHUS210 4US26, HUS28, at HHUS wrnrlar) UTIHHUS210-2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connechng multiple mernbtus foyather) 235 Doubla-Shear tiDoti Nailing Naing Sic Side View: Gavalabb ( 04 Do not some moo bend tab U.S. Parer 1' for ats 14{i for Ys 0 L w_/ B 6 LUS28 6MUS28 I • i SIMPSON Strolv_'Tie a a s . a 2•. GrHUS210 4US26, HUS28, at HHUS wrnrlar) UTIHHUS210-2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connechng multiple mernbtus foyather) 235 Simpson S'rony-Tie Wood Construction Connectors E= LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approved for installation with the Strong-Driva* protection. For more information. see p. 18. SD Connector screw. See pp. 30-40 for more information. 236 Model No. Mh Heel Height Ga Dimensions (in.) Faslenors W H 8 Carrying Member Carded Member Model No. Single 2tt Sizes Floor 100) Snow 115) LUS24 LUS26 2% 4V. 18 1% 1M6 314 414 1+J. 1V' 4)10d 4)10d 2)10d 4)10d MUS26 4% 18 1% 5V, 2 6)l0d 6) -,Oil HUS26 440 16 1% 5% 3 14)16d 6)16d HGUS26 414 12 1% 5% 5 20)16d 8)16d LUS28 4M• 18 1M6 64 112 6)10d 4) SOB MUS28 Ve 18 We 6itr 2 8) 10d 8)10d HUS28 6'h 16 1% 7 3 22)16d 8)16d HGUS28 614 12 1% 75y 5 36)16d 12)16d 205210 4'/. 18 IMe 7'i1• li'. 8) )Oil 4)10d HUS210 8% 16 til 9 3 30)16d 10)16d 1. See table below for allowable bads. Note: For dirnensbris and fasterrr Worrnatlon, see table above. See table foolno'as on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 451 and/or sloped ton maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Uplift bads for sloped/skewed condition; are 0.72 of the table bad, not to exceed 2.475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table Toad 0.46 of table load W < 2• Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bowl cut 0.85 of table load 0.41 of table load 2" < W < 6" Square cut 0.46 of table load 0.41 of table load W > 6" Bevel cut 0.85 of table load 0.41 of table load Acute Side bpeclry angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All ;dist nails installed on the outside angle (non-acute site). OF Allowable Loads SP Allowable loads SPF/HF Allowable Loads Model No. Up1Ut1 160) Floor 100) Snow 115) Roof 125) Wind 160) Uoill 160) Floor 100) Snow 115) Root 125) Wrnd 160) Upb111 160) Floor 100) Snow 115) Rool 12 5) Wind 160) Code Ref, Single 211 Sizes LlIS24490 270 115 825 1,045 490 725 830 895 1,135 420 575 655 705 895 1.11576 1,165 865 990 1,070 1,355 1.165 930 1,075 1,165 1,475 1.005 740 845 915 1,160 17, FL. L17 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 HUS26 1,560 2,720 3,095 3,335 3.335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,865 HGUR26 ta.,0 4,360 4,RRS 5,230 5,390 b '' 4,725 5.240 5,390 5,390 h1 r 3,750 4,201) 4,500 4.G35 11 LUS78 1.165 1,100 1,755 1,360 1.725 1.165 1.200 1,365 1.480 1.835 1,005 940 1 1.075 1,165 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1, 880t6,705 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 HUS28 2,000 3,965 3,120 4.220 4.335 2,000 3,790 x,070 4,335 1,720 2.905 3,0.35 3,125 3,435 1160528 1,790 6,745 6,970 7,125 7,275 1.790 6.4G0 G,b70 7.275 1,546 4,960 5,160 5,290 5,745 FL 205210 1,165 1,340 1X25 1,6507,090 1,165 1,445 1.795 7.270 1,005 1,145 1305 1,315 1,745 17, FL, L17 HUS210 3.000 4,'255 4.445 45/5 5.020 3,000 4,105 4,450 4,930 2,580 3ASO 3,315 3.425 3,815 Note: For dirnensbris and fasterrr Worrnatlon, see table above. See table foolno'as on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 451 and/or sloped ton maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Uplift bads for sloped/skewed condition; are 0.72 of the table bad, not to exceed 2.475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table Toad 0.46 of table load W < 2• Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bowl cut 0.85 of table load 0.41 of table load 2" < W < 6" Square cut 0.46 of table load 0.41 of table load W > 6" Bevel cut 0.85 of table load 0.41 of table load Acute Side bpeclry angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All ;dist nails installed on the outside angle (non-acute site). Simpson Strong -Tie ... Construction Connectors E= Face -Mount Hangers r _ M These oroducta are available with add tonal corrosion 0.97 These products are approved for installation with the Strong -Drive° a a J Model Na Min.Dlmenslons Heel Heigh Ga. in :)4 Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Ret - Carrying listed W H 8 Member Member Uplift Floor Snow Root 160) (100) (115) (125) Wind 160) Uplift Floor Snow Root Wind 160) (100) 1 (115) 1 (125) 1 (160) 4 166 16d 5.045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 8.255 12% 4 166 2) l6d 5.515 10.100 10.100 10,100 10.100 4,745 8.685 8.685 8.685 Double 2x Sizes Oualtruple 2x Sixes 2 2'/.18 A 3-4 2 4)16d 1)16d 440 800 910 985 1,250 380 680 780 845 1.070 8% i-2 t6-2 4946 494 L 18 3'h 4'h 14 344 5% 2 3 4)16d 14)16d 4)16d 6)16d 1,165 1,030 1,180 1,280 1,625 1000 8_80 1,0.0 1,090 1,385 1,550 2,785 3,155 3,405 4,265 1,335 2.390 2,710 2225 3,665 17, LIT FL 16.2 444 12 394 5% 4 M16d 8)166 2.155 4,355 4,875 5,230 5,575 1,855 3.750 4,200 4,500 4,795 26-2-SDS3 5)5 12 394 5316 4 12)'.r: x3'SDS 4)'/: x3'SDS 1,635 5.040 5,565 5.565 5.565 1,175 3,630 4,005 4,00.5 005 FL 1-2 444 18 31/# 7 2 6)16d 4)16d 1,165 1,315 1,500 1,625 2460 1.000 1,125 1,285 1,390 1,765 18-2 695' 14 394 7% 3 166 16d 2,000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4.415 5,375 17 L17, FL 18.2 644 1213%; TK6 4 A 16d 1206d 3.235 7,460 7,460 7,460 7460 2,765 6.415 6,415 6.415 6.415 282-5053 7/. 12 34K 79s 4 10)'/: x3'505 16)%"x3'505 2565 7330 7,330 7„i30 7330 1.845 5,280 5,280 5.280 5,260 Fir 0.2 6'n' 18 3% 9 2 B) l6d 6) 16d 1,%45 1,830 2,090 2265 2.810 1,500 1,565 1,785 1,935 2,455 110-2 891 14 341' 8% 3 166 0)16d 5,635 6,580 6.880 7,165 3 525 4,835 5,270 5,380 5,765 17, L17, FL 210-2 210-2-SDS3 8916 914 12 394 9414 12 344 9a4c 4 4 46)164 18) V: x 3' SDS 16)16d 8)''A x 3" SDS 4,095 9,100 9,100 9,100 9100 3,525 7,4_65 7730 7825 . 5 3.440 7415 7,415 7,415 7,415 2.475 5 340 5.340 5.340 5,340 FL Triple 2x Sizes 76.3 4 W c 12 4'446 5 h 4 1 120116d IBI 16d 12.155 4,3554,875 5.730 5575 1,855 3,750 4200 4.500 14-79511 LI7, FL 6% 112 4% 1 7'/. 4 1 (36) led 12)led 13,231 7,460 1 7,460 I 7,460 4450 I Z,/65 I b,410 U,413 1 0.415 4.5 Th 12 14'916 17 / 4 (20,'/.' x OV SDS'/: x 4'4' S0S 2.565 8.400 9,175 9,175 9175 1,845 6,050 6.605 6.605 8% 4 (46)166 1151 16d 4,095 9,100 9,100 9,100 9,100 3,525 /,825 7825 7825459V. 4 (281'/."x 4W SDS (0)'/: x4Sa SDS 3,440 9,745 9,/45 9,745 9,745 2.475 /,015 7,015 /Alb 1124C4469% 10% 4 166 16d 5.045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 8.255 12% 4 166 2) l6d 5.515 10.100 10.100 10,100 10.100 4,745 8.685 8.685 8.685 7 7A 81';'x6"SDS Oualtruple 2x Sixes 5'h 12 1 644 5%6 4 1 M led 8)16d 2,155 4,355 4,875 5,230 5.575 1,855 3,750 4,200 4,500 6 514 1216% 53% 4 (12) /"x6'SDS 4)'/:x6'SDS 2,375 5,040 5.165 5,165 5.165 1.710 3.630 3720 3.720 7'/. 12 G94cg7VW*4 A l6d 12116d 3,235 7460 7460 7,460 74150 2,765 6.415 6 7V. 12 694(10'/.x6'SUS 1 SS 6)'/."x6'SDS 4,020 8,400 8,660 8,860 SAM 2,890 6.050 9'b 12 644 4 166 6)164 4,095 9,100 9,100 9,100 9,100 3,525 7,825 56 9V. 12 6916(28)'/:x6'SDS 7 7A 81';'x6"SDS 4,170 10,26010,26010.260 10.260 3,000 7,385 1041 12 654 56)164 20) led 5,045 9,600 9.600 9,600 9,600 4,335 8,255 4'/r' 1121 341 4% 4 016d 4416 14 3% Sale 3 14)16d 1 SS 12 3% dA 4 (12)%: x3'S0. 491 a 344 64'. 2 (6)16d GA 6h 14 354 14 391 7 7A 2 _(f)i 16d 3 (12)166 6'n6 3 7y 1'l 3% 22 3% 7S4r 61A 4 (36) 166 4 (2q'/.'x3'SD! 6'/. 18 3516 89'. 2 t6d 8% 14 3% 9 3 (A 16d 8'n6 12 3% 9346 4 (46)16d 43 94: 12 3% 8'b 4 (28) y' x 3' SD! 1014 12 3% 10'SI 4 11'h 12 3M 12%6 4 56) l6d 166 RA16d5,515 10.1100 110.1001 IDJOD1 4,745 8685 4x Sizes 4)16d 1,165 1,030 1,180 1,280 1,625 1,000 880 8)16d 2,155 4,355 4,875 5,73D 5575 1,855 3,750 6)16d 1.550 2,790 3,160 3,410 4.265 1.335 2.390 y: x 3' SDS 1,G.'Li 5,040 5.165 5,165 5,165 1,175 3,1130 4)16d 1,165 1,315 1,500 1,625 2,060 1,000 1,125 P16d 1,550 1,595 _1,815 1.960 2,470 1_550 1,365 8) l6d 2.1x10 4,215 4,770 5,150 6,440 1,720 3.615 4121 led 3, 7.460 7,460 7,460 7,460 2,785 6,415 x 3' SDS 2565 7330 7,330 7,330 , 7330 1,845 5,280 3)W- x3' 505 I 3,440 I 7,410 1 1 NOEOD10)166 5,045 9,600 ( 22)164 5,515 10.100 10.1 17, Ll 7, FL I L17. FL I 17, 07, FL 171.17 FL 17, 1.17, FL 17 L17, FL FL 17 L17 FL 1, Up1h bads have been increased for wind or earthquake boding with no further When Strong-DrNe SDS H_ay-Dt4y Cornector scvws do not pt our of pies increase allowed. Recuse where other bads govem. of the supporting girder truss. supplemental Strong -Druce SDS Heavy -Duty 2. wind (ISO is a download rating. nger Gltors may be roqurod to transfer the bad toCornectorscrew's at the flib 3. Mnimi;m heel heignt shown Is required to achlove full table bads. For less than the truss pies rot penetrated by the face fasteners. as detennirecl by the Desipw. minimum heel height, see technical bulletin T-C-REDHEEL at sironglie.com. 7. The suppo tng girder Inns must have adequate thickness to accommodate 4. Truss chord cross -grain tensbn may 1 inn allowable loads in accordance the screw length, so that the screw does net prctrudo out the back of ;he with ANSVFPI 1-2007. Simpson SUong-ries Connector Selector" Software girder. 3'- or 4 A' -long Strong-Drrve SDS Heavy -Duty Connector screws vrAides the evaklalfon of cross -gran lensio n n its hanger allowable bads. may be subclltuted for the longer Strong -Drive SDS Heavy -Duty Connector For addrlionaJ WOUTIation, COrntaC) Si -psora Strong-T,e. screws wdh no bad reduction. S. Simpson Slrorg-nitre S.rong-Drive' SDS Heavy -Duty Connector screws are S. Loads shown are based on min mum of 2 -ply 2x carrying member for naiad permitted to be :nsialec through metal truss plates as approved by the Truss harpers. With 3x carrying members. use 16d x 2%' naffs into the header and Designer, provided the requirements o1 ANSVFPI 1-20141 Sections 75.3.4 and 16d commons into the joist with ro bad reduc-ibn. Wirth sngle 2x tarrying 9.9.2 are met (pre -drilling required through the plate using a maximum of 4W bit). members, use 10d x 1'h' nab into the header and 10d comrnons into the 6. SUcrg-Drive SDS Heavy -Duly Corviector screws that penetrate all pies of One foist, and reduce the bad to 0.64 of the table value. support6g glider (screws must pane'.rats a rruvrrum of 1' into tie last truss py) 9. Nads., I 6 = 0.162' dia.. 3'h* long. See pp. 26-27 for other na-1 sizes may also be used to transfer the bac through al the plies of the suoportng Order. and inlormation. 237 Simpson S'rong-Tie Wood Construction Connectors M-kildl i Face -Mount Truss Hanger The HTU face -mourn truss hanger has nad patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to had heights as low as 3r/.'. Minimum and maximum nailing options provide solutions lot varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the and of the truss and the carrying member up to lb" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 14" per ASTM D1761 and D7147). See technical bulletin T-C-HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round holes only, or filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or 14TU28 or HTU210 on a 2x6 carrying member for addnional uplift capacity Options: HTU may be skewed up to 67'h'. See Hanger Options on to. 239 for allowable bads. S6.e ervjowewhyd lilies L -C-141 USD at strongtie.com for installation vi.th Stlanq-Drive' SD iaheners. Codes: See p.14 for Code Reference Key Chart 1V.' SIMPSON Strong -Tie Min, heel height per table HTU26 Typical HTU26 Minimum Nailing Installation truss and carrying member Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For 'h' maximum gap, (HR1210 sirWisr) use Alternate Allowable Loads.) PF These products are approved for instalailon with the SlrorxtDrWO SD Cpi for suety. See pp. 39-40 for rrxxe inlomutlal. Standard Allowable Loads (1/s" Maximum Hanger Gap) Model No. Min. heel Heigh Dimensions (n, Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H B Member Carried Member upfilt 60) (10) 115 i 125) 160) liftindI160) I Floor 100) 15) Root 125) I wind 160) Ref. Single 2x Saes HTU26 3% 1 % S 4 31h 20) l6d 11)10d x 11h' 730 2.940 1 3,045 3,045 3.045 630 1, 920V3.265 1920 1,920 HTU26 (Min.) 3rh 1% 5% 31h 20)16d 14)1Od x 1!S 1.250 2.940 3,200 3,200 3.200 1,075 2,015 2.015 2.015 Ill U26 (Max.) 5h 1% 5'w4 3h 20)16d 2D)10d x 1'h" 1,555 2,940 3.340 3,600 4,010 1.335 2,530 3.095 3,450 17. 2( Min.) 3'h 1% 7146 3h 26) l6d 14)10d x 1'h' 1,235 3.620 3,895 3,895 3,895 1,060 2,920 2,920 2,920 Lt%, 27y. 8TU2110 1% 7146 3'h 26)16d 26)1Oil x 1 h' 2.140 3.620 4,340 4,680 5,435 1.840 3,285 4.025 4,675 FL 374 1% 914* 3% 32) l6d 114) 106 x 1'h' 1.330 4.355 4 355 4,355 4.355 1,145 3,265 3,265 3,265 HTU210 (Max,) 9 / 1% 914 31A 32)166 d2)1Od x I'h' 3.315 4.705 5,345 5,760 5.995 2,850 4.045 I 4,595 4.955 5,155 Double 2x Sizes HTU26-2 (Min.) 3'h 3416 5'h 3'h 20)16d 14110d 1.515 2,940 3.340 3,600 3,910 1,305 2.465 2.465 2,465 2,465 HTU26-2 (Max.) 5'h 3Ks 5'/u 3'h 2D) l6d 20)10d 2,175 2,940 3,340 3,600 4.485 1,870 2,530 2,870 3.095 3,855 HTU28-2(M.n.) 3% 3416 714 3'h 26) 16d 14)10d 1,530 3.620 4.310 4.310 4,310 1,315 3,235 3.235 3,235 3,235 1 1L17 HTU28-2 (Max.) 7'/. 54314. 7 3'h 26)166 26) illi 3,485 3.620 4,340 4,680 5,850 2,995 3,285 3,730 4,025 5.030 FL HIU210.2 (Min.) 3'h 3'sis 914 3% 32) l6d 14)10d 1.755 4.705 4,815 4.815 4,815 1.510 3.610 3,610 3,610 3.610 HTU210-2 (Max.) 91/. 3%11 1 9)4 Th 32)16d 32)106 4,110 4.705 5,345 5,760 7.200 3,535 4,045 4,595 4.955 6,190 1. The maximum hanger gao Is measured between the joist (or Voss) enc and the carryng member. 2. Minimum heel heights required for full table bads are based on a minimum 2/12 prrh. 3. Upti t has been Increased for wind or earthquake badng with no further increase allowed; reduce where other bads govern. 4. Wnd (16M is a downbao rating. 5. For hanger gaps between h' and 'h', use the Alternate towable Loads. 6.Thm chord croim-gra n tension may for, akwmtxla loads n accorciimm with ANSVTPI 1-:•0:4. Simpson Strong -Tie' Connecta Selector- Schware inc sties the evaluat on of crOss-grain tension in its hanger alowrdole loads. For adcdlonal information, contact Simpson Strong4le. 7. Loads shown are based on a mxumum 2 -ply 2x carrying member. For single 2x carrying members. use N10 (10d x 1 yi') nests into the header and reduce the allowable download to 0.70 of the table value. Tne allowable uplift is 100% of the hole bad. 8. Nails: 16o - 0.162' dna. x 31h' long. 1 Cd = 0.148' dia. x 3' long. IOd x I h' = 0.148' dia. x 1 h' long. See pp. 26-27 for other na! sizag and information. 238 UPDATED 04117117 W O o d Simpson Strong -Tie- Wood Construction Connectors Face -Mount Truss Hanger (cont.) PF These products are approved for installation with the Sirong-ori e• SD Connecta screw. See pp. 39440 for more i tonnabon. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Strong -Tie t, See table above for dimensions and add tional footnotes. 4. Nails. 18d = 0.162' da. x 31W brg, I0dxt'h = 0.1 48' dia. x 1 h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nail sizes and i forrnalion. 3.wrd (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Mm. Minimum Fasteners HF/SPF Allowable Loads." DF/SP Allowable loads Skew Angle SPF/HF Allowable Loads CodeModel No. Heel Height Carryingng Carrying Member Carried Member Uplift 160) oor Snow 115) Root 125) Wind 160) Uplift 160 Floor 100) Snow 115) Root 125) 160) Ref 133/160) In.) Member Member Member 160) 100) 115) 15) 160) 60) 100) 115) 1 5) Hi U268 31h HTU26 (Min.) 34 212x4 10)16d 14) 10d x 1'h" 9,25 1,470 1.670 1,800 2.040 795 1,265 1.435 1.550 1,755 31A HT1126 (Max.) 51h 2) 2x4 10)16d 20)10d x / e 1,310 1.470 1,670 1,800 2.250 1,125 1.265 1,435 1,550 1,935 17, LIT HTU28 (Mex.) 7%. 2) 2x6 20)16d 26)106 x t e 1.970 2.940 3,340 3,600 3.90.5 1,695 2.530 2.870 3,095 3.360 FLFl. HTU210 (Max.) 8'/. 2)2x6 20)166 32) lOd x 1 h' 2.760 2 940 3,340 3,600 3.905 2,375 2.530 2.870 3,095 3.360 71A t, See table above for dimensions and add tional footnotes. 4. Nails. 18d = 0.162' da. x 31W brg, I0dxt'h = 0.1 48' dia. x 1 h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nail sizes and i forrnalion. 3.wrd (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Min. Haiti Height Dimensions (in.) Fasteners HF/SPF Allowable Loads." DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads Code W H B Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160 Floor 100) Snow 115) Root 125) Wind 160) Ref, 133/160) 100/115/125) 51 20)164 Single 2x Sizes 1,315 2,945 1,130 2,530 HTU26 51-671A 166 12)106 x 1 h' Hi U268 31h 1% 5%. 34 1 (20)16d 11)10dxt'/; 670 2./35 2,/35 2,/35 2,/35 5/5 1,/25 1,/25 1,125 1,/25 17)10d x I'h' HTU26 (Lin,) 31A 1% 5%. 31h 20)16d 14) TOd x 1 h' 1,175 2,940 3,100 3.100 3,100 1,010 1,955 1,555 1,955 1,955 22)10d xl'h' HTU26 (Max.) 51h 1 % 546 3 h 1 (20)16d 20)10d x Ph- 1,215 2,940 3.340 3,600 2,555 1,045 2.370 2,370 2,370 2,370 17. I ITU28 (Min,) 3h 1 % 741. 31h 26)16d 14) )Oil x Ilk" 1,125 3.770 3,770 3,770 3.890 970 2,825 2,825 2,825 2,825 L17, HTU28 (Max.) 71A 14fn 7'M 3'h 26)166 106 x 1 h' 1.920 3,820 4,340 4,680 d3,6OO 1,695 3.285 3,730 3,765 J,765 FL HTU210 (Ain.) 37h 1 % 944 31h 32)16d 14)10d x 1 h' 1,250 3.600 3,600 3,600 1,075 2,700 2,700 2,700 2.700 HTU210(Max.) 9y. 1% 9'Ac 3h 32)16d 32)I0dx1'h' 3,255 4.705 5,020 5,020 2,800 5,765 3,765 3,765 3,765 Double 21 Sizes 6-2 (Alin.) 37/1 314 57A. 3'h 20) l6d 14) 10d 1,515 2,940 3.340 3.500 3,500 1,305 2,205 2,205 2,205 2.205 6-2 (Max.) 5 h 345: 57%. 3161 20)16d 20) 106 1.910 2,940 3,340 3,500 3,500 1,645 2.205 2,205 2.205 2.205 8-2 (Min.;) rHTU2)D-2(Mh) 34 34Tc 7Y. 34 26)160 14) 10d 1,490 3,820 3,960 3.980 3,980 1,280 2,985 2,985 2,985 2.985 17, Lt7, 8.2 (Max.) 7 / 315s 744 3 h 26)166 26) 10d 3.035 3.820 4,340 4,680 5,555 2.610 3,285 3.730 4,025 4,165 FL 37A 3% 914. 34 32116d 14)10d 1.755 4,255 4,55 4,255 4,255 1,510 3,190 3,190 3,790 3,190 HTU210.2 Max.) 9'/. 345. 9%. 3% 62)166 32)10d 3,855 4,705 5,345 5,760 6.470 3,315 4,045 4,595 4.855 4,855 See table footnotes on p. 238. Options: See Hanger Oplions information on pp. 121-123. Skewed Seat SAewable up to 67'h'. Available in single and 2 -ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers f R flange gauge Acute t#I Specify angle Top View HTU Hanger Skewed Right < 51' 0' Specify angle 51• to 67'h' 1, Upsh luWs have been incrirase6 for wind or 3. Maximum hanger gap between and o1 juist (truss) and face of Top View HTU Hanger earthquake loading with no funkier increase carrying member is h'' Skewed Right 2 51' allowed. Reduce where other bads govern. 4. Nails: 16d = 0.162' du. x 34' long, 10dxl h = 0.148' dia. x 114'", 2. Allowable downloads may not be increased. 10d = 0.148' dna. x 3' long. See pp. 26-27 for other nail sizes and information. La O 239 Fasteners DFL/SP Allowable Loads" HF/SPF Allowable Loads." Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) 100/115/125) 133/160) 100/115/125) 51 20)164 14)1Oil x 1'h' 1,315 2,945 1,130 2,530 HTU26 51-671A 166 12)106 x 1 h' 970 2,595 835 2,230 51 26)16d 20)10d x 1 W 2,015 3,060 1,730 2.630 HTU28 51-67'h 6)166 17)10d x I'h' 1,45b 2,815 1,280 2,420 51 2)166 1 (26) 10A x I 1 2,715 3,175 2,335 2.730 HTU210 51.671h 32)16d 22)10d xl'h' 2,005 3.040 1.725 2,615 51 20) l6d 14)10d 1,735 2,555 1,145 2.200 HTU26-2--TI< 67'h 20 166 12) IOd 1.110 2.700 955 2.320 51 26) l6d 20)10d 2,470 3.890 2,120 3.345 HTU28 2 51-671h 26)16d 17 10d 1,710 3.775 1,470 3,245 51 32) l6d 26)10d 3,600 4.935 3,100 4,245 HTU210 2 51-674 32) l6d 22) IDd 2,255 4,790 1.940 4.120 f R flange gauge Acute t#I Specify angle Top View HTU Hanger Skewed Right < 51' 0' Specify angle 51• to 67'h' 1, Upsh luWs have been incrirase6 for wind or 3. Maximum hanger gap between and o1 juist (truss) and face of Top View HTU Hanger earthquake loading with no funkier increase carrying member is h'' Skewed Right 2 51' allowed. Reduce where other bads govern. 4. Nails: 16d = 0.162' du. x 34' long, 10dxl h = 0.148' dia. x 114'", 2. Allowable downloads may not be increased. 10d = 0.148' dna. x 3' long. See pp. 26-27 for other nail sizes and information. La O 239 M Simpson Strong -Tie- 'blood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because o1 a) easier installation, b) higher loads, c) lower installed cast, or a combination of these features. The THA series have extra long straps that can be freW-formed to give height adjustabdity and lop flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating; see Corrosion Information, pp. 15-18. Installation: Use al specified fasteners, see General Notes. The following installation methods may be used: Top Flange Installation - The straps must be field formed over the header - see table for mrninum top flange requirements. Instal top and face nails according to the lablo. Top nails shag not be within y: from the edge of the top flange members. For the TFIA29, nails used for joist attachment must be driven at an atrgle so that They wiatrale through the comer of the fast a'vJ into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation - Instal all face nails according to the table. Not all nail toles wig be Idled on all models. On models where there are more nail holes than required, the lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that they penetrate through Ilia corner of the joist into the header. Alternate Installation - The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation bads. Instal the tabulated face nags into the lace and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correr of the joist into the header. Uplift - Lowest lace nails must be filled to achieve uplift loads. Options: THA hangers available with the header Manges turned in for 34Y (except THA413) and larger, with no bad reduction - order THAC hanger. Codes; See p.14 for Code Reference Key Chart SIMPSON StrongTie iv, ryolral 2yr 1+/i for 2V+, br THM22.2 y IHAC122 C. are 7NM262 o N r c d W eY 2HAM-2Wfor 7HA42W THA29 THA418 THAC422 Double 4x2 - Use lull table value Single 472-' See footnote 3 .• glace nailstotal) 4 ROD 113115 Total) Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation 01 THA422 e Doulsh Ssear I Dome lbuble Shear Double- ; Narang flaring Side View Stoar Side View. i4va4alye on Na'WQ Do not some rodrls) Top View • jbendlag U.S. Patent 5,603,580 Wr- Straighten the double shear nalling tabs and instal nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss i d' SIL! tjdhM- 1- d'1 Y 1\ S/ /Typical Mount Installation ryp'w '— Too Flange Installation 229 Simpson Strong -Tie Wood Construction Connectors Adjustable Truss Hangers (cont.) These products are evadabb with additional corrosion proteCron. For more nformatron, see P. 18. L O V CCCO U NfA Z H a 230 SIMPSON 4 rStiofi '1`Ej No. Ga Dimensions (In.) Min.' TDP Flange Min. r Dpth Fasteners DF/SP Allowable Loads SPF/HF Allowable loads Code Rei. Wy ti C Carrying Member Gained Member Uplift 160) Floor 100) Snow Root Wtnd 115) (125) (160) Uplift 160) FIDer 100) Snow 115) Roof 125) Wmd 160) TOD Face Straight Slant TOD-Flange Installation' THA29 18 154 1 9116 1 554 2'Ar - 0)10d 1 (4)10d - (4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 154 1336 5% 1'h - (4)10d (2)10d (4) IDd x Ile - 1.615 1.615 1,615 1,615 - 1,280 1,280 1,280 1.280 THA218 18 16 1736 5'h 2 - (4)10d (2)10d (4)10d x 1'h- - 1,615 1,615 1.615 1.615 - 1,280 1,280 1,280 1,280 THA218-2 16 3% 17'1e 8 2 - (4)16d J (2) l6d 16) 10d - 2.245 2,245 2,24512,245 - 1,935 1,935 1,93511,935 18. U5, THA222-2 16 3 k 22316 8 2 - (4)16d (2) l6d (G)10d - 2,245 2,245.2.245 ; 2,245 - 1,935 1,935 1,935 1,935 FL THA413 18 3% 13316 4% 1'h - (4)10d (2)10d (4)10d - 1,615 1.615 1,615 1,615 - 1.280 1,280 1,280 1,280 THA418 16 3% 17'6 714 2 - (4)16d (2) l6d (6)10d - 2,245 2,245 2.245 2.245 - 1,935 1,935 1,935 1,935 THA422 16 3% 22 7r4 2 - (4)16d 42)16d (6)10d - 2,245 2.245 2,2452,245 - 1.935 1,935 1,935 1,935 THA426 14 3% 26 7% 2 - (4) 116d (4)16d (6) l6d - 2,435 2,435 2,435 12,435 - 2,095 2,095 2.095 2,095 FL THA422-2 14 71/4 22% 9% 2 - (4)16d (4)16d _(G)16d - THA426-2 14 71/4 2616 934 2 - (4)16d (4)16d (G) tGd 3.330 3,330 3_3303.330 _ 12.165[2,865 2_865 2,865 3,330 3.330 3,33013,330 - 2.8652,865 2,865 2,865 FL.170 FL 170 Face -Mount Installation' THA29 18 1% 9'16 514 - 9'146 - 116)10d - (4)10d 560 2,125 2.310 2.350 2.350 480 1,740 1,785 1,815 1,815 THA213 18 1% 1336 5'h - 13356 - (14)10d - (4)10d 1,170 1,255 2 070 2,065 c,DGS 780 1,680 1.735 I,//5 1 7/ THA218 18 1% 1736 5'h - 1736 - (18) l0d - (4) IDd 1.170 1,355 20'_0 2.O65 2,065 780 1,690 1,735 1,77, 1 775 THA218-2 16 354 17% 8 - 14156 - 122) 16d - (6) 16d 1,855 3695 3,695 3.695 3,695 1.595 3.185 3.185 3.185 3,185 I8, L15, THA222-2 16 3% 22356 A - 1416 - (22)1('x1 - (q l6d 1,1]55 3,695 3,695 3,69513,695 1,595 3,185 3,1N5 318.5 1,185 FL THA413 18 3% 1356 454 - 13% - (14) 10d - 14)1Dd 1,170 1,940 2,235 2.400 2,400 780 1,660 1,910 2.075 2,210 THA418 IG 3% 1714 714 - 1416 - (22) l6d - 16) 16d 1,855 3,695 3.695 3,695 3,695 1,595 3,185 3,185 3.185 3.185 THA422 16 3% 22 7A - 1416 - (72)16d - 16)16d 1,855 3,695 3.695 3.695 3,695 1,595 3,185 3.185 3.185 3.185 THA426 14 3% 26 7% - 1616 - (30)16d - (6) l6d 1.855 4.480 4,40 4,480 •1,480 1.595 3,855 d,8b5 3,855 3 F..55 FL THA422-2 14 71/4 22116 934 - 16356 - (30) 16d - (6)16d 1,855 5,160 5,520 5.520 5.520 1,595 4,440 4,745 4,745 4,745 F1,170 THA426-2 14 71/.126'A,, 934 - 18 - (38) l6d - (6) l6d 1.855 5,5701'5,520 5.520 5,520 1.595 4,745 4,745 4,745 4,745 FL,170 1. UPI It has been increased 60% for w nd or earthquake leading with no further increase allowed: reduce where other bads govern, 2. Wind (160)'s a drranbad rating. 3. For single 4x2 top Thad carrying members or single 2x mailers. the following THA hangers can be installed using 10d x 1 W top mads and (2) 16d face nails with reduced allowable bads as noted. TFw4111MAA422. 1,41510. for DF/SP, 1,215 b. for SPF, THA426. 2.245 to. for DF/SP,1.930 to. for S -IF; THA422.2/THA426.2. 2.345 lb. for DF/SP, 2,015 lb. for SPF, Loads are basec on hanger installations at Panel Pants. 4. Face -mart installation bads are based on mnimrm of 2-py 2x carrying member. For sirgle 2x carrying members, use 10d x I W n3h into the ca-.. ng member and tabulated fasterers into Iho earned member, ano use 0.80 of the table value for 18 gauge, and 0.68 of the table value ler 16 gauge and 14 gauge. 5. Min. Top Flange raters to the rninern um length of strap that mist be field formed over the header. 6. For the THA 2x models, one strap may be installed ver ticaly according to the lace mount nailing requirements ano the other strap wrapped over the truss chord according to the top fW ge nailing requirements (see drawing on p. 229) ano achieve full tabulated lop flange installation bads. 7. Nags; 16d = 0.162' dia. x 3'A' brig. I Od = 0.148' dia. x long, 10d x 114' = 0.148' dia. x 114' beg. See Pp. 26-27 for other nag sizes and Ocrmation. Simpson Strong -Tie Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARIL422 has a standard skew of 45•. Straps must be bent for lop flange installation. PAN nailing helps ellminale splitting of 4x2 truss bottom Chords. Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 21W Minimum and maximum nailing configurations available — see table for nailing requirements SIMPSON Strong,Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1. Ud'h has been rweased for wkhd or earhquake boding with no further increase allowed; reduce where other bads govern. 2. Roof bads are 125% of floor kinds unless hmiteo by other criteria Fbor bads may be adfusted for bad durations a :Cording to the Corte provided they do not exceso those in the roof colunn. 3. U4here the top of the carried member is flush vrith the lop of the carrying member, Hoo is equal to the depth of the carrieC member. Ot erwlse. Hen shall be measured from the top of the bearing seal to the lop of the carrlang member. 4, Nails: 10d = 0.148" dia. x u long, 10d x 1 h` = 0.148` dia. x 1'h` long. Seo op. 26-27 for other nail sa0s and Information. 241 ry i, ' •- Dimensions Min ToG EHe Ivo ti "'Fas(eriers ' i l D /SP Albwabk Lo s SP /H Abwa6k hoatls tip1 Model No. in.) Ga onR•B t CarryingMembu Carricd.Mcmber oo tor S, ow Rool Co e Re .t w H,. `1.Membu Hell oD •. F,ace:. Siraipbl Stant 160) (100 (115 (125) 160 100 4x2 10dx1h` IOdxtyr" lOdxlh` lOdxth` 880 880 880 755 755 755 THAR/1.422 Alin.) 1B 3% 22% B 18, Double 9 b 12 2) 1.525 1,525 1.525 1,315 1.315 4x2 >12 4) lOd 2) lOd (1) lOd IOd x 1 h' 151FL1,090 1,090 1,090 935 935 1,44Ma 4 16 3 2 2 '8 4 10• 8 1 , 1.( 1 75 1 67 7 2 440, >4 1. Ud'h has been rweased for wkhd or earhquake boding with no further increase allowed; reduce where other bads govern. 2. Roof bads are 125% of floor kinds unless hmiteo by other criteria Fbor bads may be adfusted for bad durations a :Cording to the Corte provided they do not exceso those in the roof colunn. 3. U4here the top of the carried member is flush vrith the lop of the carrying member, Hoo is equal to the depth of the carrieC member. Ot erwlse. Hen shall be measured from the top of the bearing seal to the lop of the carrlang member. 4, Nails: 10d = 0.148" dia. x u long, 10d x 1 h` = 0.148` dia. x 1'h` long. Seo op. 26-27 for other nail sa0s and Information. 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45 -degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modifiod Codes: See p.14 for Code Reference Key Chart Iryypp.. J" wDi g Rant Top View Left -Hand Hip Installation LSLIMPSON THJA26 34' 1Yp. worlangpoint Top View Right -Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack i14s f Fasteners` `. 1;.':„ Ya ,, d DF%SP AWwa k Wads SP,F%IiF'Altdwable'Lo`ds i1A. No Canyng J Hip > Carr A%irr? ember' Uplift F.bor Snow Rool ind U Iiil loon rSnow Roo! INindr'RP.I, Code FUMember Jack 160) 100) 115) 125 160) Il U tU0 115 125 d60 Hip 120 2,010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100 THJA26 20)16d 6) IOd x 1 h' d) lOd x l i" :'Jai 4 81 81'r, i 700,' IF) L1. Total 960 2,680 3,080 3,265 3,265 785 2,320 2,670 2,800 2,800 1, Uplift bads have been increased for w,nd or ear hetWke loadng with no further increase allowed; reouce where other bads govern. 2. Wird (160) is a dowr4oad ra:rg. 3. Loads shown are based on a minimum (2) 2x6 carrying r. ember, For singls 2x carrying members (min. 2x6). use 10d x l rh' nails and use 0.67 of the table value. For (2) 2x4 carrying members. muhiplur the download by 0.50. 4,1 Gd sinkers (0.146' dia. x 31.' Iortg) nuv be subslituled fer :he specified 16d commons at 0.95 of the table bad. 5. Tabulated tip and jack allowable loads assume that 75% of the total bad is d stribtnod to the hip and 25% to ihe ink it is pemutied to dtsinbute 65% to 85% of the tabulated total bad to the hip, and the rerr nng percentage of total bad io the jack. The combined hip and jack bad may not exceed the published Total Load. 6. For temxnal hips, divide the total allowable bad by 2 to determine the alo wo:ih bad for each hip, 7. Truss chord doss -gran tension may bmi. allowable bads in accordance who ANSVrF4 1-210141. Simpson Strorg-Ti& Connector Selector" software includes the evaluaion of cross -grain tonsion in its hanger plowable bads. For additional rMormaton, contact Simpson Strong -Tie. 8. Nails: 16d = 0.162' Cia. x Th' Iona, 10d x 1'h' = 0.148' da. x t h' long. See pp. 26-27 for when nail saes and information, 247 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements n"Imum of 411-4d0.1 Wxi6- common win nails. Effects d not providing sheathing below a valley set must be evaluated by the building designer. This drawing &Pallas to Valle" With the following conditions: Spans (distance bet hssb) 4W4- or loss Maximum valley height; 14'-0' 4taxirhum moan'roof Itelght: 30 hot ASCE 745,140 mph Enclosed. Cat 11, gip 9, 14.0, Kste1A 0r A Maxlmura of ASCE 7-10, 160 mph Enclosed. Exp 0. Ksta1.0 Tlenevr grips of cripple can face ridge or rafter. as long as the proper number o1 nails an Installed Into rldgd,boaro 0sk0 blocking under rafter If sleepers am net used. 4nslad blocking under cripples If cripples fall between lower tuns top chords and Lateral bracing Is not used Apply all netting In accordance to current NOS requirements. Nails an common win nails unless noted othsrwlsi M. VANO. WAD 00 rtaiW ALL MU IN that OAWW blOR00d1« rumm That 114tV00 TO ALL 001naNCM DCU4VG TIC T-- new eetr.w. e.. h nark s.. w.a... sn•h.. &—a— w . U oU V 1 cow wa o ti+auH. pQ adv reeve 0 w r N0. .s Vidkad.•. Misr O.U. aar... w owe., e• •Wlwd acsr w a w m 1 M1bta cos. n•4i .w..0 arrd'.e tiw dW-1 I itwW d 4 P-rdlL lei.... +.h.a•d er m ar a.v...ks. r ar:..a AN fTWm/AW1Y alb eneeq, vq h4re 4 ase Z.. h er11YKf .leek aRITI l W f- Maln6 P'bl w A.wwt ekib *. i a.•` PW e•.•bh" oar 0 PW ...., it ur •'.a• vtrant,me•o.e W 4.>Wv k".gWWbutY or .Iv b"' M9-11,9-11,IYhWr w .ar .f O6 Irw oeey.r or srarnsr 1 smcy.ucsa;ls s..s. wr..sesn see .rY }r• o....a ..... ... w« .. corn was, ....ro•.rt.cse Tn .....ws or arw ....r.aye'm on ...xa.r...s No. 70861 i 1R STATE OF ORIDP \ani TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'4^tor 30 psf (TL) and 20 par (TD) Mac e the crippes for each sow snnling from the valloys or sleepers perking Inward to the ridgo board so am cripple locations aro getsd between rows. TYP) nnecti6n Requirement Notes 2x6'rsfters to rid6e 4 16d toe-nnds. Crippletc ridge 416d toe -nails Cripple to rafter 416d toe -rolls 616d face-natts Rafter to sleeper or blocking S 16d toe•nalb flatter to two ZK6 sleepers. 416d toe -nulls skepei totws 416d toe -rolls Trio 2e6skepers to truss 316d torndb each sleeper 6: truss Ridge board to rod block 4164 too -sank Midge board to truss 416d toeruNs Putin to (Typ) 316d toe-nahb Tens to blocking 416d toeaalb Truss to cripple 416d toe -malls Truss to cripple 416d we-nalb Cripple to purlin 3160 to"alb Collar beam to rafter 416d too-nalb E: Ind (0.162-M3.S-) COMMON NAILS Tt LL 20 30 40 54 TC DL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT LDZOT60 47 61 DUR FAC 1.25/1.15 SPACING SEE ABOVE REI" VALLEY FRAMING DATE 10/01/14 DRWG VACNVISOI015 ti This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. contact the truss manufacturer for any repairs that do not comply with this detail. B) - Damaged area, 12' max length of damaged section L) a MWmun malting distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sPPvcles as damaged member. Applyy one scab per face. Minimum side member length(s) = (2XL) + (B) Scab member, length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4 o.c., rows staggered. Noll using 10d box or gun nails (0.12810', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade 81 and MSR grade 1650f. X. Cracked or Broken Member Repair Detail Load Duration = 0% - 1 --- e„- A c.,,- Hurn+len of Load This repair detail may be used for broken connector, plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. S 4' o c Typlcnl t•-- O + O+ O + O O + O + O + O + 1— Stagger Back Face 10d Box (0.. p128' x 3', min) Nallsl Front Face 2x6 Member - . rluplee Roww Stnooere Nail Spacing Detail vwnoao.. w wo ns(w wl lass a IOITNaf /IIII®a Tlai suvec m K eortnnon WTluals U U VL` "' uN ... aww .r ry nao Tc.w• e. a wY t o .I .a . rnw.• rr .a.wuv i AN fiwmmhkw aqa M.hy u,y /uw a Yw W hr. F ca, v,nn .M wti/im 4 r Io. lrnd dpW+F hs Y.bn • r+asr N WCNLWaUllat.M'r r wr M MV'0 Ws r..tia roMs .w/Ww N !'a/.w,n bhp ,y1y wdI Ir tP'w taco r...+ ww w/YWq cert 13--& WM I! .nY- .b CM. Y Uw f'fi NY N W - 9 1 M' E.% CWM101M / r w. Wl,wtYn N. We la.'. errwN EwN Cry. Ma p9as LLlDo —Alalrwft rPb —Ipv t v LC/, m.s.Ch sMyar l ICU lNuwl.+E Naww s I ITGata,c. REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 c c y Maximum Member Axlnl Force Member Size L SPF -C HF DF -L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48. . 346011 354014 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660q WTluals U U VL` "' uN ... aww .r ry nao Tc.w• e. a wY t o .I .a . rnw.• rr .a.wuv i AN fiwmmhkw aqa M.hy u,y /uw a Yw W hr. F ca, v,nn .M wti/im 4 r Io. lrnd dpW+F hs Y.bn • r+asr N WCNLWaUllat.M'r r wr M MV'0 Ws r..tia roMs .w/Ww N !'a/.w,n bhp ,y1y wdI Ir tP'w taco r...+ ww w/YWq cert 13--& WM I! .nY- .b CM. Y Uw f'fi NY N W - 9 1 M' E.% CWM101M / r w. Wl,wtYn N. We la.'. errwN EwN Cry. Ma p9as LLlDo —Alalrwft rPb —Ipv t v LC/, m.s.Ch sMyar l ICU lNuwl.+E Naww s I ITGata,c. REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 r is JiO: 51WH1N6 -Ut FALL ' NOTE: IF PALLETS OF _CONSTRUCTION MATERIAL WEIGHING NO AREQUIREORE TO BE PLACED ON FLOOR TRUSSES, SHORINGRECOMMENDEDSHORINGDETAILIS K CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL 1110111111 PROVIDE 2'0' CLEARANCE -OK ALL SIDES OF A PALLET, MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST HE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING.FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN 14ERE. Xluildine rvfnufial 1V NOTE: SHORING MATERIAL ANgO LABOR IJZ" gypsum bd. = 2.2 paf / I/Z" Inycr' MATERIALLISATO BE SUPPLIEDNIS 5/8" gypsum bd. -2.8 0sf/'5/8=' inyer i BY THE CONTRACTOR. RI 8" couc. block a 60 pif / 5" Idycr masonry brick -338 psf l.4" toyer i2— O— 0 f - 4"- 0 - 0- MINiMUM T SUBFLOOR=UNOERLAYMENT *-2000#, A, 2) -2X6 HEAOER 4X4 OR (2)--2X4X4 ' O" UNDER TRUSSES WHEN.:SHORING POSTS @ 4'0" O.C. IS REQUIRED.- 91 -AFRO -Y. It"M CLEAR SPAN PT YP— ALPINE SCALEN 0 0 0 o c o REF DETAIL o o _ v 'o DATE 05[02/96 C= o RecommendedSeng ORM HC12396074 0 oALPIN o o 0 7RUS9 ' r o=o`1n 15GO# CAPACITY PO5T5 0 -4'0" O.C. r PROVIDE 2'0' CLEARANCE -OK ALL SIDES OF A PALLET, MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST HE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING.FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN 14ERE. Xluildine rvfnufial 1V NOTE: SHORING MATERIAL ANgO LABOR IJZ" gypsum bd. = 2.2 paf / I/Z" Inycr' MATERIALLISATO BE SUPPLIEDNIS 5/8" gypsum bd. -2.8 0sf/'5/8=' inyer i BY THE CONTRACTOR. RI 8" couc. block a 60 pif / 5" Idycr masonry brick -338 psf l.4" toyer i2— O— 0 f - 4"- 0 - 0- MINiMUM T SUBFLOOR=UNOERLAYMENT *-2000#, A, 2) -2X6 HEAOER 4X4 OR (2)--2X4X4 ' O" UNDER TRUSSES WHEN.:SHORING POSTS @ 4'0" O.C. IS REQUIRED.- 91 -AF RO -Y. It"M CLEAR SPAN PT YP— ALPINE SCALEN 0 0 0 o c o REF DETAIL o o _ v 'o DATE 05[02/96 C= o RecommendedSeng ORM HC12396074 0 oALPIN o o 0 7RUS9 ' r o=o`1n Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE Phone: (800)755-6001 alpineitw com Site Information: rstomer.• Carpenter Contractors of America Job Number. N330074 b0lescription. 9A6/9A7 ,258MB/258TB ,R/01 fdress: City, State, Zip: Name, Address and License # of Structural EOR if one exists for the building: Name: License #• Address: City, State, Zip. Job Engineering Criteria: _ Design Code: FBC 61h Edition (2017) State: View Version: 17.02.02.1213.21 JRef #: 1 W a789750079 Wind Standard., ASCE7_10 Wind Speed (mph): 150I Roof Load (psO: 20.00-10.00-0.00- Floor Load (pso' 4000-1000-0.00- 5.00 500 This package contains a job notes page, 63 truss drawings and 9 details. Item Seal # Truss 1 107.18.1146.41701 All 3 107.18.1146.41857 A3 5 107.18.1146.42356 A5G 7 107.18 1146.41966 G1 9 107.18.1146.42512 GE1 11 107.18.1146.42435 CIIG 13 107.18.1146.42044 D2 15 107.18.1146.41685 L1 17 107.18.1146.42559 V3A 19 107.18.1146.42481 VIA 21 107.18.1146.41842 MGI 23 107.18.1146 41903 MVI 25 107.18.1146.41951 HRA 27 107.18.1146.41545 HRS 29 107.18.1146.42527 HJ1A 31 107.18 1146.41702 EJ74 33 107.18.1146.41560 ERS 35 107.18.1146.42496 EJ1A ATE 01 X1, ,QFC ORkkP' r k''se ss ONAI E wryuwru u v+ This document has been electronically signed and seated using. Digital Signature. Printed copies without an original signature must be 04/18/2018 verified using the original electronic version Florida Certificate of Product Approval #FL1999 Printed 4/18/2018 9:29:39 AM Item Seal # Truss 2 107.18.1146.41623 A2 4 107.18.1146.41841 A4 6 107.18.1146.42247 A5GA 8 107.18.1146.41529 G1A 10 107.18 1146.42434 C1GB 12 107.18 1146 41653 D1 14 107.18.1146.42231 D3G 16 107.18.1146.42185 L2G 18 107.18.1146.42543 V2A 20 107.18.1146.42404 H 1 G 22 107.18.1146.42014 MV2 24 107.18.1146.41482 HR 26 107.18.1146.41810 HJ74 28 107.18.1146.42574 HJ1 30 107.18.1146.41950 ER 32 107.18.1146.41716 ERA 34 107.18 1146.42465 EJ1 36 107.18.1146.42184 CJ5 ATE 01 X1, ,QFC ORkkP' r k''se ss ONAI E wryuwru u v+ This document has been electronically signed and seated using. Digital Signature. Printed copies without an original signature must be 04/18/2018 verified using the original electronic version Florida Certificate of Product Approval #FL1999 Printed 4/18/2018 9:29:39 AM ALPINE nm rbwvn Quo lnfnrmmiinn Customer., v Carpenter Contractors of America Job Number. N330074 JobDescription: 9A6/9A7 ,258MB/258TB ,R/01 Address. City, State, Zip. Item Seal # Truss 37 107.18 1146.42293 CJ54 39 107.18.1146.42310 CJ5S 41 107.18.1146.42309 CJ3S 43 107.18.1146 42215 CJ3A 45 107.18 1146.42262 CJ14 47 107.18.1146.42418 CJ1S 49 107.18.1146.42590 FT1 51 107 18.1146.41592 MG 53 107.18.1146 41498 FT2 55 107.18 1146.41779 FT3 57 107.18.1146.41762 FT4 59 107.18.1146.41747 FT6 61 107 18 1146.41591 FT7GE 63 107.18.1146.41872 FT10G Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineltw.com Item Seal # Truss 38 107.18.1146.42325 CJ5A 40 107,18 1146.42200 CJ3 42 107.18.1146.42339 CJ34 44 107.18.1146.42371 CJ1 46 107.18.1146.42403 CJ1A 48 107.18.1146 41638 FG1 50 107.18.1146.41483 MA 52 107.18.1146.41513 FT1GE 54 107.18.1146 42013 FT2GE 56 107 18.1146.41607 FT3G 58 107.18 1146.41888 FT5 60 107.18.1146.41732 FT7 62 107.18.1146.41981 FT8G 09 ; ATE 0 c,, 0" c;••••F 0R%V -'axZ9 TV0NAL Oki 4ZM go WU%W' This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/18/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/18/2018 9:29:39 AM Job Number: N330074 Ply: 1 SEON 46220/ T37 COMN Cust: R8975 JRef- 1 Wa789750079 9A6/9A7`258MB/258TB ,R/01 Oly 8 FROM. PFH DrwNo 107.18.1146.41701 Truss Label: At SN / DF 04/17/2018 7'10"14 15' 22'12 30' 7'10"14 7'1"2 + "' + T101114 5X5D Loading Criteria (psf) TCLL. 2000 TCDL: 1700 BCLL' 0.00 BCDL. 10.00 Des Ld: 4700 NCBCLL: 10.00 Soft 000 Load Duration 1.25 Spacing. 24 0 " 1' , 10' Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP C Mean Height: 24.19 R TCDL' 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 it Loc from endwall not in 4.50 it GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #1 B2 2x6 SP #2 N. Webs 20 SP #3 W2, W3 20 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 30' 10' 20' 10' 1' 30' Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT' NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0 126 H 999 360 B 1643 /704 /1025/- / 287 /4.0 Lu: NA Cs. NA VERT(TL): 0.438 H 999 240 F 1643 / 704 /1025/. / - /40 Snow Duration: NA HORZ(LL): 0.046 H - Wind reactions based on MWFRS HORZ(TL) 0.103 H B Mm Brg Width Req = 1.9 Code / Mist; Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9 Bldg Code. FBC 6th ed 201 Max TC CSI: 0 936 Bearings B 8 F are a rigid surface TPI Std' 2014 Max BC CSI' 0.798 Rep Factors Used: Yes Max Web CSI. 0 668 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 B C 1115 -2701 D • E 1140 -2425 C - D 1140 •2423 E - F 1115 •2702 t ,o : MATE OF e , e•• X 0 278, yy4'ly0NA1. rww 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of n rl 1, or for n acceptance any structure see this to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B-1 2289 -852 H - F 2291 -852 I- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C-1 398 -513 D - H 902 -422 I - D 900 -422 H - E 398 -513 of failure to build the 1 or cover pa e , n. The sui Q blllty ALPINE AMeWCOMMM' I2400LakeOrangeDr. Suite 150 Orlando FL, 32837 Job Number. N330074 Py: 1 SEON. 46221 / T36 / HIPS Cust. R R8975 JRef: 1 Wa789750079 9A6/9A7!258MB/258TB ,R/01 Oty. 2 jFROM,RDG Dnallo: 107.18.1146 41623ITrussLabel: A2 KM / WHK 04/17/2018 6'7" 13' 17' 23'5" 30' , 6'7" 6's 4' + 6'S" i' 67. 4X10 't 5x8 D E Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld. 47.00 NCBCLL: 10.00 Soffit 0.00 Load Duration 1 25 Spacing 24 0 " 10' 10' Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.69 R TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h to 2h C&C Dist a: 3 00 it Loc from endwall: not in 9 00 it GCpi: 0.18 Wind Duration 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #1 •132 2x6 SP #2 N - Webs 2x4 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 - Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2 5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria ft.Pf in PSF) Pg, NA Cl: NA CAT: NF Pf NA Ce- NA Lu: NA Cs- NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 30' 10' 20' Dell/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.127 1 999 360 VERT(TL) 0 449 1 999 240 HORZ(LL): 0.053 1 - HORZ(fL): 0.120 1 Creep Factor, 2.0 Max TC CSI: 0.841 Max BC CSI 0.831 Max Web CSI 0.258 VIEW Ver: 17.02.01A 1115.21 ATE ; Q N 0 278" s,NAt 04/18/2018 WARNING— READ AND FOLLOW ALL NOTES ON IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACT( of any lion ass shall not 10' i 1' 30' Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1618 1308 /1030/- / 254 /4.0 G 1631 /308 /1030/- / - /40 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 G Mtn Brg Width Req = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp Chords Tens. Comp B - C 1040 -2703 E - F 971 -2359 C - D 970 -2330 F - G 1039 -2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2309 -796 I - G 2334 -824 J-1 1727 - 518 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - J 302 -465 E-1 678 -224 J - D 648 -254 1 - F 301 -464 ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary leathingg and bottom chord shall have a propperl Cinqg nslalled p r BCSI sections 63, 137 or B10yin`detatls, unless noted otherwise. Refer to from this dr wing an% gfailure to buildthe 1 forthede i nsh Nn.or The su (ability ANSI/TP11 ac.2. ALPINE mIM'COMIMIY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Py: 1 SEON. 46222 / T35 / HIPSrDrwNo: R R8975 JRef. 1 Wa789750079 9A6/9A7•,258M8/258T8 ,R/01 Oty. 2 IFROM:RDG 107.18 1146.41857 Truss Label A3/ WHK 04/17/2018 5'7" + 11' + 19' + 24'5" 30' ; 5'7" 5'S' 8' S'S" 57' SSDo514 TZ rZSS0514 30' 1' 10' 10' 10' 1' 10' + 20' 30' + Loading Criteria (psf) Wind Criteria TCLL' 20.00 Wind Std: ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure, Closed BCDL. 1000 Risk Category: II Des Ld 47.00DesD EXP. C Mean Height: 23.19 it 10 00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing, 24.0 " C8C Dist a: 3 00 it Loc. from endwall• not in 9.00 It GCpi 0 18 Wind Duration: 1.60 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 20 SP #1: Bot chord 20 SP #1 Webs 2x4 SP #3 W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3.:Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0.128x3" gun nails @ 6" oc Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt in PSF) Pg: NA Ct NA CAT' W Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT•20(0)/10(0) Plate Type(s). WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.124 1 999 360 VERT(fL). 0 446 1 999 240 HORZ(LL): 0.056 1 - HORZ(fL): 0.129 1 Creep Factor: 2.0 Max TC CSI. 0.865 Max BC CSI 0 839 Max Web CSI: 0 199 VIEW Ver: 17.02.01A.1115.21 o'; y4ATE Off'j. 'ar o ••, C 0R ,• 6 y4 yi 0278 'y+..ONA1. ,, 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1599 /437 /1029/- / 220 /4.0 G 1621 /437 /1029/- / - 14.0 Wind reactions based on MWFRS B Min Big Width Req = 1.9 G Min Big Width Req = 1 9 Bearings B 8 G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - C 1069 -2560 E - F 972 -2355 C - D 972 -2301 F - G 1068 -2711 D -E 933-1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2273 -829 I - G 2318 856 J-1 1952 -635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. J - D 502 -134 E-1 503 -123 RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS infabricating hh ndlin9 shli ing installing and bran Refer to and follow the latest edition of BCSI (Building 1, by TPI ana S CA f8r Sa a Practices prior to perfo ming these functions. Installers shall provide terhpore d 0 herwige,top chord shall have proDerN attached structural sheathing and bottom hord shall hav a pro errnsshownforDermaneatlateralrestraint8fwebsshallhavebracingpnsfalledperBclsectionsB3, 7 or Bt 0Y each face of truss an position as shown above and on the Joint etallS. un ess not otherwise. Refer to shall not TPI www this drpwi an failure to build the on thl tlWiWI or cover pa e , he des n shown. The suiTability INEALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py 1 SEON: 46223 / T34 /HIPS ICust:RR8975JRef 1 Wa789750079 9A6/9AT,258MB/258TB ,11/01 Qty. 2 FROM RDG DrwNo. 107 18.1146.41841 Truss Label: A4 KM / WHK 04/17/2018 5'11" 5'11" 9' 15' 6' 21' 24 6' 3'1' 1" 30' 06 2304 4X6 D E F il 10' 10' 30' 10' 20' 10' 1' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf m PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL: 2000 Wind Std: ASCE 7.10 Pg: NA Cl NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W B 1548 1440 /10221- / 187 140TCDL: 1700 Speed: 150 mph Pf: NA Ce, NA VERT(LL): 0.124 E 999 360 BCLL: 0.00 Enclosure. Closed Lu: NA Cs, NA VERT(TL): 0.475 E 999 240 H 1548 / 440 /1022/. / - /4.0 BCDL: 1000 Risk Category- II Snow Duration. NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS Des Ld 47.00 EXP. C HORZ(TL) 0 117 J B Min Big Width Req = 1.8 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 22.69 R TCDL: 4.2 psf Creep Factor. 2.0 H Min Big Width Req = 1.8 Soffit: 0.00 BCDL 5.0 psf Bldg Code FBC 61h.ed 201 Max TC CSI: 0 782 Bearings B & H are a rigid surface. Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.806 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used. Yes Max Web CSI. 0 340 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall not in 9.00 It FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. GCpi. 0 18 Plate Type(s): VIEW Ver, 17.02.01A.1115.21 B - C 1080 -2524 E - F 989 -2053 C - D 997 -2199 F - G 997 -2199 Wind Duration: 1.60 WAVE Lumber D - E 990 -2053 G - H 1079 -2524 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 2x4 SP 93::Rt Wedge 20 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - K 2147 -832 J - H 2147 -860 K -J 2322 -872 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. D - K 626 -251 J - F 626 -251 1 VATE 0•: e V 0278' NALNNW04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating, handlin , shi pin installing,and bracin Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI and SBCA) handling, safety ractices prior to performing these functions. Installers shall provide temporary bracin er BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bott2m chord shall have a properly attach raid ceiling ocations shown for ermanent lateral restraint Of w bs shall hay bracing Installed p r BCSI s8ctions Q3, 137 or 810, as app icattte. Ap lqy plat s to each face, optruss and position as shown above and on tI a JoinfDetails, unless noted otherwise. Peter to drawings 160A•Z Igr span ard plate positions. ALPINE AI ing, a division of ITW Bullddln CCompongnis GrpV InC shall not be responsible for any deviation from this drewinp any failure to build the p wap ,ntrussIncgnformancewithAIJ1IPI1, or for handllrl shipping, Inst Ilatldn and bracing of irussesA seal on thl; dr3wirlq or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essronar en Inering responsibfliN solely for the design shown. The suitability g and ise o this drawing for any structure is the responsibilit o the building Desig er pe ANSIffPI 1 Sec.2. Suite 150 For more mlormaUon ses this' b's eneral notes a and these web sites ALPINE: www.al ineihv.tom, TPI. www nst a ,SBCA www sbundust wm; ICC' www.iwal9.0ra Orlando FL, 32837 Job Number. N330074 Py: 1 SEON. 46224 / T52 /SPEC Cust: R R8975 JRef: 1 Wa789750079 9A6/9A7 ;258108/258713 ,R/01 Oly 1 FROM PFH DrwNo: 107 18.1146.42356 Truss Label: A5G 1KD / DF 04/17/2018 T e T T 7' 4 SS0712 C 23' 8' III 3XD8 T2 Nexi 30' 7' 6 5X5((C8) Xee8) ttii Wind Criteria Snow Criteria (P9,P1 in PSF) 4X6(C T3 F a) W2r: a) ae A G K 1114X8 w SS1017 1112X4 =4X4(C1) 30' 1' i 6'10"4 8'1"12 i 8'1"12 , 6'10"4 + 6'10"4 T 15' 23'1"12 30' T v T Loading Criteria (psi) Wind Criteria Snow Criteria (P9,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7.10 Pg. NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL). 0 226 D 999 360 K 3881 /2033 / - / - / - 140 BCLL: 0.00 Enclosure: Closed Lu* NA Cs. NA VERT(7L): 0.849 D 663 240 F 2897 /1290 / - / - / - 4.0 BCDL. 10.00 Risk Category II EXP: C Snow Duration, NA HORZ(LL): 0.039 C - Wind reactions based on MWFRS Des Ld. 47.00 Mean Height: 22.19 R HORZ(TL). 0 093 C - - K Min Big Width Req = 3.2 NCBCLL: 1000 TCDL: 4.2 psi Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.4 Soffit: 0.00 BCDL 5.0 psi Bldg Code FBC 6th.ed 201 Max 7C CSI. 0 928 Bearings K & F are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0 571 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used Yes Max Web CSI 0.655 Members not listed have forces less than 375# Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens CompGCpi: 0.18 Plate Type(s): Wind Duration 1.60 WAVE, 18SS VIEW Ver: 17.02 02A 1213.21 B - C 3760 -7769 D - E 4104 -9211 Lumber Wind C - D 4107 -9214 E - F 2436 .5479 Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400(-2.0E T2 2x8 SP 2400(-2 OE: Additional Notes Chords Tens.Comp. Chords Tens. Comp T3 2x4 SP #1: WIND LOAD CASE MODIFIEDI B - J 6883 -3260 I - H 4825 -2129 Bot chord 2x8 SP 2400f-2.OE J-1 6844 -3259 H - F 4824 -2124 Webs 2x4 SP #3.W2 2x4 SP #2 N: THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. W4 2x4 SP 2400f-2.OE: Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp Webs Tens. Comp. J - C 945 -306 D - I 865 -1208 Bracing C-1 2580 -1117 I - E 4784 -2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.I13"x2 5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.00 to 78 plf at 31.00 BC From 20 pit at 0.00 to 20 pit at 3000 TC, 562 Ib Conc. Load at 7 03 TC 250 Ib Conc Load at 9.06,11 06,13 06 BC: 574 Ib Conc Load at 7.03 BC: 136 Ib Conc. Load at 9.06,11.06,13 06 BC 1389 Ib Conc Load at 14 27 04/182018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in faMcatin h ndlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, byY PI an 'SCA) f) safety radices prior to performing these functions Installers shall provide terhporarY BSI. Unless noted olherwise,top chord shall have propperlyy attached structural shpathmg and bottomr ggNord shall have a propeir s id ceilin .Locations shown for ermanent lateral restr3lnt bf webs shall hav bracin installed p r BC51Is 133, 87 or 1310 e. App y utates to each face o truss and position as shown above and on tfte Joinl9Details, un ess noted otherwise. Refer to 6OA-Z for standard plate positions. his drawini1 an failure to build the on this dr8wiXg or cover page , Tedesi%n shovTn. The suifabihty ALPINE MIMI) 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON• 46225 / T49 /HIPS Cusl: R R8975 JRef. 1 Wa789750079 9A6/9A7k,258MB/258TB ,R/01 Oly. 1 FROM RDG DrwNo. 107 18.1146.42247 Truss Label: A5GA KD / DF 04/17/2018 7' 15' 23' 30' 7' 'F 8' ' F 8' 7' T o 0 v T A is 5X5(C3) C 8 III 3XD8 T2 8 E 6 Wind Criteria TCLL' 20.00 Wind Std: ASCE 7-10 a) a) BCLL: 0.00 W2 BCDL: 10.00 Risk Category: II 6X6(C3 EXP: C Mean Height: 22.19 fl B 13L I TCDL, 4 2 psf Soffit: 0.00 s6X6(C3) J I 1114X4 a H1014 30' H 11104 6'10"4 , 8'1"12 I B'1"12 + 6'10"4 1' 6'10"4 ' 15' 23'1"12 30' Loading Criteria (psry Wind Criteria TCLL' 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 4700 EXP: C Mean Height: 22.19 fl NCBCLL 10.00 TCDL, 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration, 1.25 MWFRS Parallel Dist, 0 to h/2 Spacing* 24.0 " C&C Dist a: 3.00 it Loc from endwall: not in 144 00 GCpi• 0 18 WAVE, HSWindDuration: 1.60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3 .Rt Wedge 2x4 SP #3: Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.I13'k2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0 128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS Bearing Block(s) Big blocks:0.128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0000, 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Big block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information Snow Criteria (Pg.Pr in PSF) Defl/CSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell L/# Pf NA Ce: NA VERT(LL): 0.264 D 999 360 Lu: NA Cs' NA VERT(TL): 0 987 D 569 240 Snow Duration: NA HORZ(LL): 0.069 H - HORZ(TL): 0164 H Code I Misc Criteria Creep Factor: 2 0 Bldg Code. FBC 6th ed 201 Max TC CSI: 0.969 TPI Sid: 2014 Max BC CSI: 0.869 Rep Factors Used Yes Max Web CSI. 0.535 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.02A 1213.21WAVE, HS Special Loads Lumber Dur. Fac =1 25 / Plate Dur. Fac =1.25) TC: From 78 pif at -1.00 to 78 plf at 700 TC From 39 pit at 7.00 to 39 pit at 23.00 TC From 78 plf at 23.00 to 78 pIf at 31.00 BC: From 20 pif at 0 00 to 20 pif at 7.03 BC, From 10 plf at 7.03 to 10 pIf at 2297 BC: From 20 plf at 22.97 to 20 pIf at 3000 TC 565 Ib Conc. Load at 7.03 TC. 254 Ib Conc. Load at 9.06,11.06,13.06,15.00 TC: 250 Ib Conc Load at 16.94,18.94,20 94 TC: 562 Ib Conc Load at 22.97 BC: 579 lb Conc. Load at 7.03 BC: 137 Ib Conc. Load at 9.06,11.06,13 06,15.00 BC: 136 Ib Conc Load at 16 94,18.94,20.94 BC: 574 Ib Conc. Load at 22.97 o `ATE OF : Q 0 278 i tss+ ••••• 1_ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 /1670 /- /- /- /40 F 3652 /1660 / - / - / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Req = - Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 3192 -7023 D - E 4029 •8777 C - D 4029 - 8777 E - F 3170 •7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - J 6179 -2790 1-H 6133 -2770 J-1 6151 -2790 H - F 6161 - 2770 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. J- C 684 0 I- E 2896 -1378 C-1 2877 -1356 E- H 678 0 D-1 1058 -1584 04/18/2018 -- WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shiaping installing and bracin Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) handling, safety practices prior to pertoigming these functions. Installers shall provide temporary BGSI Unless noted olherwise,top chord shall have grope attached structural shgathing and botlun hord shall have a properr IlId ceifin . Locations shown for ermanent lateral restraint bf webs shall hav br 0, na installed p r BC I s8coons Q3, B7 or B10yeAppyDfatestoeachface, o truss and position as shown above and on the JoinfDetaits, un(ess noted otherwise Refer to 60A -Z for standard plate positions. of any not TPI, www from this drawing an failure to build the 1 Seal on this dr3writq or cover Pege I for the des shovTn. The suitabilityANSI/TPI 1,92c.2. ALPINEINE M+ caeru 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 46226 / T18 / COMN Cust: R R8975 JRel: 1 Wa789750079 9A6I9A7!258MB/258T8,R/01 Qty: 4 FROM- RDG Dnallo. 107 18.1146 41966 Truss Label: Gt KM / WHK 04/17/2018 5'7"4 101w,1sa'+z 2t'4" 5'7.4 5'0"12 5'0•'12 5'7"4 008D 21'4" 7'4"4 67 744 1 7'4"4 13'11""812 21'4 . Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category II Des Ld. 47.00 EXP: C Mean Height' 15.00 It NCBCLL: 10.00 TCDL' 4.2 psf Soft: 0.00 BCDL 5.0 psi Load Duration* 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 tt GCpi: 0.18 WAVEWindDuration160 Lumber Value Set 13B (Effective 6H/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Pg NA Cl- NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce. NA VERT(LL): 0.049 H 999 360 Lu: NA Cs: NA VERT(TL): 0 188 H 999 240 Snow Duration: NA HORZ(LL): 0.020 G - HORZ(fL) 0.048 G Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.387 TPI Std: 2014 Max BC CSI: 0 680 Rep Factors Used: Yes Max Web CSI: 0 210 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE o •; ATE cL O R1 P•Na' Fss......• NO 278 * ONAIr"'%/ 1"U lwtt ty"" 04/18/2018 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1126 /323 /775 /- /201 /80 F 1043 /291 /631 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1 6 F Min Big Width Req = 1 5 Bearings B 8 F are a rigid surface. Bearings B 8 F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 612 -1770 D - E 637 -1562 C - D 609 -1552 E - F 639 -1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - H 1510 -483 G - F 1522 -485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 218 - 377 D - G 550 -213 H - D 535 -205 G - E 220 -384 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT-* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fa¢Iricatinq, an in shippin installing,and bracing. ,Refer to and follow the latest edition of SCSI (Building formation, by 1 PI an 6d BCA) f i safety radices prior to performing these (unctions Installers shall provide terhporar less noted o ervnse,top chord shall have pro Ie attached structural sheathing and boltQr hord shall hav a proper v vocations shown tor ermanent lateral restraint bf w bs shall hav bracing ins lied pgr ec l s dions Q3, 7 or e10 p at. to each face o truss and position as shown a ove and on t ie Join`Details, un ess note othery ise kefer to any failure to build the nrhecover ty ALPINENE M"C 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330074 Ply- 1 SEON 46227/ 124 / COMN Cust: R R8975 JRef. 1 Wa789750079 9A6/9A7%258MB/258TB ,R/Ol Qty: 5 FROM: RDG DrwNo. 107.18.1146 41529 Truss Label: G1A FV / DF 04/17/2018 lore" 1 15'8~+2 21.4" , 4 5•x'12 T s'or'12 + 67"4 4x8D Loading Criteria (psf) TCLL: 2000 TCDL: 1700 BCLL. 000 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration, 1.25 Spacing: 24 0 " 21'4" 74"4 8i"8 7'4"4 1 + 7'4"4 + 13'1+"12 + 21'4" + 1 - Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP. C Mean Height: 15.00 it TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 It GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set '•136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg NA Cl: NA CAT: W Pf• NA Ce. NA Lu. NA Cs NA Snow Durabow NA Code / Misc Criteria Bldg Code, FBC 61h.ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0 020 H - HORZ(TL): 0.048 H Creep Factor, 2 0 Max TC CSI: 0 370 Max BC CSI 0.670 Max Web CSI: 0.205 VIEW Ver: 17.02.01A.1115.21 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 /322 /774 /- /- /80 Wind reactions based on MWFRS B Min Big Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 602 -1765 D - E 603 -1548 C - D 603 -1547 E - F 602 -1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B-1 1506 -426 H - F 1506 -452 I - H 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - I 217 -376 D - H 537 -207 I - D 536 -207 H - E 217 -376 ATE •: 6 O, rF.•L 0RVP'- c 5 •sesame.. 0 278°%'sIONAI 04/18/2018 manta WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling,shinpin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingfSafetyInformation, by TPI an SBCA) safety poractices prior to performing these functions. Installers shall provide temporary i BCSI _ Unless noted o erwise,top chord shall have pro attached structural sheathing and bott2m hord Miall have a props id ceilin .LLocations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections $3, B7 or B10y e _Apply plates_to each face o truss and position as shown above and on the Join, Details, unless note( otherwise. Refer to g omponpnts Group In shall not be res T 11, or for handlmcL shi pin , instollabt acceptance of pro less onal an rneer any structure is the res ponsibilitll of th rat notes Dape and these web sites ALPINE www failure to buildthe The suatabitity ALPINE coMlNrl 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply' 1 SEAN* 34334 / T59 / GABL Cust' R R8975 JRef' 1 Wa789750079 9A6/9A7 ;258MB/258TB ,R/Ot Qly' 1 FROM' PFH DrwNo 107.18.1146 42512 Truss Label: GE1 KD / DF 04/17/2018 r3"1 5.7"4 11re" 14.5"2 15.8"12 N. 4'3 7 + 5'0"12 3'9"2 1'3"1 5'7"4 TYP) a6x8H Loading Criteria (psr) TCLL 20.00 TCDL 17.00 BCLL' 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 21'4" 1 7'4"4 + 13'11"12 7.4.4 -( 21'4" Wind Criteria Wind Std' ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height: 15.00 it TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3.00 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A1601SENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Member to be laterally braced for horizontal wind loads. bracing system to be desiged and furnished by others Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce NA VERT(LL). -0 077 D 999 360 Lu: NA Cs: NA VERT(TL)' 0.170 1 999 240 Snow Duration: NA HORZ(LL): •0.031 D - HORZ(TL): 0 037 P Code I Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0 451 TPI Std: 2014 Max BC CSI: 0.672 Rep Factors Used: Yes Max Web CSI. 0.297 FT/RT 20(0)/10(0) Plate Type(s). VIEW Ver: 17.02.02A 1213 21WAVE ATEON 9' 00- OF 0 278 04/18/2 o 18 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 870 /779 / - / - / - /8.0 N 870 /779 /- /• /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 N Min Brg Width Req = 1.5 Bearings B & N are a rigid surface. Bearings B & N require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1211 -1377 H - K 960 -1237 C - E 1068 -1320 K - M 1068 -1322 E - H 959 -1235 M - N 1212 -1377 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B-0 1206 -1001 P - N 1205 -1001 Q - P 766 -640 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp Q - U 531 -308 H -AC 536 -341 U - H 533 -341 AC- P 534 -308 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in faMcatins, h ndlin99 shippin installing,and bracing Refer to and follow the latest edition of BCSI (Buildinquire Information, br PI an SCA) & safety ractices prior to performing these functions Installers shall provide temporanrq r SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav properly aid ceilin Lovations shown for ermaneSt lateral restraint bf webs shall hav braacin9 nslalled p r BC I secoons 133, 7 or 810, ee. App y plates to ach face ofPtruss and position as shown above and on tfle Joini etails, unless noted otherwise. Refer to 60A -Z for s andard palate positions. of ITW But1ildl1n9g CComponegnts Group Ins. shall not be regonsiple for any deviation from this drawin env failure to build the nce with ANSIlTP1 1, or for handliritt shipping, installation and bracing of trussesA eal on thig dr win or cover page ins, indicates acceptance of pro essiona en. gmeenrig responsibility sole N or the desi n shown. The suitabilityDrawingforanystructureismeresponsibilityoftheBuildingDesigrSerpefANSIITPI1Sc.2. ALPINENE mrrwrD.4MllY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 Ply. 1 SEQN" 46229 / T44 / COMN Cust R R8975 JRef 1 Wa789750079 9A6/9A7 258MB/258TB ,R/01 Oly. 1 FROM' PFH DnvNo' 107.18.1146.42434 Truss Label: C1GB KD / DF 04/17/2018 4'S"12 8'2" 11'10"4 16'4" 4'S"12 3'8"4 + 34 + 45"12 4X4 D Loading Criteria (psi) TCLL 20.00 TCDL 17.00 BCLL: 000 BCDL. 1000 Des Ld 4700 NCBCLL 10.00 Soffit' 000 Load Duration 1 25 Spacing 24.0 " r 16,4„ 1 , 4'4" 3'10" i 3'10" , 4'4" , i- 8,2„ 12' 16,4„ Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure, Closed Risk Category II EXP C Mean Height 22.48 ft TCDL: 4.2 psf BCDL' 5 0 psf MWFRS Parallel Dist' 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.25 / Plate Our Fac.=1 25) TC: From 78 pIf at -1 00 to 78 plf at 16.33 BC. From 20 plf at 0 00 to 20 pit at 1633 BC. 41 Ib Conc. Load at 1.09 BC: 151 Ib Conc Load at 3 09 BC, 249 Ib Conc. Load at 5.09 BC, 347 Ib Conc. Load at 7.06, 9.06,11.06,13 06 15.06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIEDI WARNING" REA IMPORTANT" FURNISH THIS a division of any Snow Criteria (Pg,% in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce' NA VERT(LL) 0.063 H 999 360 Lu. NA Cs: NA VERT(TL) 0 235 H 999 240 Snow Duration: NA HORZ(LL)' 0.019 G - HORZ(TL) 0 046 G Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.485 TPI Std. 2014 Max BC CSI 0.923 Rep Factors Used Yes Max Web CSI 0 640 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A.1213 21 o ATE : Q 9p '%•' k' 02 s"'`7rONAI N,s 04/18/2018 LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS is snown aoove ana on not be responsible for a www aloineitw com. TPI Of Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1771 /813 /- /- /- /4.0 F 2086 /928 /- /- /• /40 Wind reactions based on MWFRS B Min Brg Width Req = 2.5 F Min Brg Width Req = 2 9 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 1304 -2884 D - E 1042 -2296 C - D 1042 -2295 E - F 1458 -3229 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B-1 2504 -1121 H - G 2797 -1253 I -H 2493 -1118 G -F 2818 -1261 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - H 263 -582 H - E 422 -940 D - H 1681 -696 E - G 638 -218 failure to build the 1 or cover i en. The sui9bllity ALPINE mn wCCM/N1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py: 1 SEON. 46230 / T58 / GABL Cust: R R8975 JRel- 1 Wa789750079 9A6/9A7'258MB/258TB ,R/O1 Oty. 1 FROM PFH DrwNo 107.18.1146.42435 Truss Label: CIG KD / DF 04/17/2018 1 92" _!).,3..12 16'4- 13-11 6'10"3 12 8'0"4 F --2'—^i —4'—'i TYP) F_ 4.2" _.i =4x4F 16'4" 8'3"12 8'0"41• -i '' -j8'312 18'4" Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed' 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category. II Des Ld: 4700 EXP. C Snow Duration NA Mean Height: 22 48 It NCBCLL 10.00 TCDL: 4.2 psf Soffit' 0.00 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 It Max TC CSI: 0.644 Loc from endwall: Any TPI Std: 2014 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Member to be laterally braced for horizontal wind loads. bracing system to be desiged and furnished by others. Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W Pt. NA Ce: NA VERT(LL) -0.105 H 999 360 13 878 / 374 / 600 / - /173 /4.0 Lu: NA Cs: NA VERT(TL). 0 335 H 915 240 J 878 / 374 /600 / • / - /4.0 Snow Duration NA HORZ(LL): •0.049 D - Wind reactions based on MWFRS HORZ(fL). 0.096 D B Min Big Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 J Min Big Width Req = 1.5 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.644 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0 756 Rep Factors Used: Yes Max Web CSI: 0.567 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. Plate Type(s): WAVE VIEW Ver: 17.02 02A 1213.21 B • C 929 -1238 F - I 778 -1018 C - F 778 -1018 1-1 932 -1238 o VATE OF Q F OR1OP•. aFs k. v 0 278 %4,11 NA'L E 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - L 1029 -715 L - J 1029 -729 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. F-0 497 -344 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin9g shi pin installing,and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anSCA) fb) safety raclices prior to performing these functions. Installers shall provide temporary BCSI .Unless noted o herwise,top chord shall have property attache structural sheathing and bottom ghord shall hav a propperiidcerlrn .LLocations shown for permanent lateral restraint f webs shall hav braacingg ns alled p r BCSI sections g3, 7 or B10ye. A .g y pfatgs to each face of truss and position as shown above and on tI a Joint details, unless noted otherwise Refer to 60A -Z for s an and plate positions. a division of this any his dr wing any failure to build the on th g drBwi I9 or cover page tedes nshol2n. The suigbllity ALPINE mrnVCOMMM/ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Py: 1 SEON. 46231 / T48 / COMN Cust. R R8975 JRef: 1 Wa789750079 9A6/9A7 *258MB/258TB ,R/01 Oly 3 IFROM.RDG DnvNo: 107 18.1146.41653 Truss Label: D1 KM / WHK 04/17/2018 7'10" 1518" 7'10" Tl V' ; H0510 C m 4X4(B 1) In ZA4 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 1700 Speed. 150 mph BCLL. 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II VERT(TL): 0.041 E 999 240 EXP. C Des Ld 4700 Mean Height: 22.40 R NCBCLL: 10.00 TCDL: 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24.0 " C&C Dist a 3 00 it Max TC CSI: 0 878 Loc. from endwall. not in 9 00 it TPI Std: 2014 GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. WARNING" READ IMPORTANT•' FURNISH THIS C a more information of n PI 1, or for r acceptance any sructure 15'8" 710" 7'10" T10" i' 158" , Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce NA VERT(LL): 0.010 E 999 360 B 849 / 240 / 579 / - /153 /4.0 Lu: NA Cs- NA VERT(TL): 0.041 E 999 240 D 765 /210 /494 / - /- SnowSnow Duration: NA HORZ(LL): 0.010 E - Wind reactions based on MWFRS HORZ(TL)- 0.020 E B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2 0 D Min Brg Width Req = - Bldg Code, FBC 6th.ed 201 Max TC CSI: 0 878 Bearing B is a rigid surface TPI Std: 2014 Max BC CSI. 0.736 Rep Factors Used. Yes Max Web CSI' 0.134 Members not listed have forces less than 375# FT/RT:10(0) Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver 17.02.01A.1115.21 B - C 448 -1063 C - D 464 -1061 sLio : ATE ; A9' G. H0 278 ryti,1r S'/pNAt G v 4rtrtMUuuu'° 71 04/18/2018 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing. Refer to and follow the latest ed Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 -294 of ALPINE myon 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py: 1 SEON- 46232/ T47 / COMN Cust• R R8975 JRef: 1 Wa789750079 9A6/9A7258MB/258TB .R/01 Oly. 1 FROWRDG DrwNo: 107 18.1 1 46.42044 Truss Label: D2 KM / WHK 04/17/2018 Tl 9' 15.8" T10" T10" HO510 C 15'8" 1, T 7'10" T10" 7'10" 158" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 17.00 Speed, 150 mph Pf. NA Ce: NA VERT(LL): 0 011 E 999 360 BCLL. 000 Enclosure: Closed Lu, NA Cs: NA VERT(TL): 0.041 E 999 240 BCDL: 10.00 Risk Category. II Snow Durabow NA HORZ(LL): 0.010 E - Des Ld' 47.00 EXP: C Mean Height: 22 40 R HORZ(TL) 0.020 E NCBCLL* 10.00 TCDL: 4 2 psf Code / Misc Criteria Creep Factor- 2 0 Soffit. 0.00 BCDL: 5.0 psf Bldg Code* FBC 61h.ed 201 Max TC CSI 0.878 Load Duration: 1.25 MWFRS Parallel Dist- 0 to h/2 TPI Std 2014 Max BC CSI: 0 736 Spacing: 24.0 " C&C Dist a. 3.00 H Rep Factors Used: Yes Max Web CSI: 0.134 Loc from endwall: not in 9.00 it FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A 1115.21WindDuration- 160 WAVE, HS Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. WATIE ,• pic Ss027i.*4z, N_/0NAI E ,r0 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 849 /361 /579 1- /153 /4.0 D 765 /315 /494 /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 -294 E - D 838 -294 04/18/2018 — WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safetyextreme care in fabricating h ndlin shipping installing and bracing. Refer to and follow the latest edition of SCSI (BuddingtSafetyInformation, byr TPI and'S CA) f$r safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bott2m hord shall hav a properly i ld ceilm Locations shown for ermanent lateral restraint bf webs shall hav br8ung insl@lied p r eCl secMons Q3, 7 or 810, e. App y prates to eeach face, oiptruss and position as shown above and on tI a JomcDetails, une( ess noted otherwise Refer to 60A -Z for standard olate oositions. vision of ITW BUUitddln tCComponsnts GrpuD Inc. shall not be respDonsible for any deviation from this drawls anY failure to build thelformancewithAN11P11, or for handlirsG shippin , rnstallatli n =bracing gdlrussesA seal on this tlr v 9or cover pagedrawlsindicatesacceptanceof pro0' essronalq en means responsrbtltty solely for the desl n sholdn. The sui Q bilftyfthisurawingforanystructureistheresponsibilityofthebuildingDesigrSerpeIANSI/TPI 1 S c.2. A IPLNE MnW Cowiwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON• 46233 / T46 /HIPS Cust: R R8975 JRef: 1 Wa789750079 9A6/9A7'258MB/258TB ,R/01 ally. 1 FROM: RDG DrwNo• 107.18.1146.42231 Truss Label: D3G KD / DF 04/17/2018 7' 7' 4X6 =4X6 C D 15'8" 1+ 7'1"12 i 1 4 8+ 7 1"12 1, 7'1"12 8'64 15'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct, NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL 17.00 Speed. 150 mph Pf NA Ce: NA VERT(LL): 0.049 G 999 360 B 1445 / 616 / • / - / - /40 BCLL: 000 Enclosure: Closed Lu. NA Cs: NA VERT( L): 0.189 G 999 240 E 1445 /617 / - / - / - 14.0 BCDL• 10.00 Risk Category: II Snow Duration, NA HORZ(LL) 0 018 G - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.045 G - - B Min Brg Width Req = 1.5 NCBCLL 0.00 Mean Height. 22 19 it Code / Misc Criteria Creep Factor 0 E Min Big Width Req = 1.5 TCDL: 4.2 psi Bearings B 8 E are a rigid surface. Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0.887 9 9 Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI. 0.392 Members not listed have forces less than 375# Spacing, 24.0 " C&C Dist a: 3 00 it Rep Factors Used: No Max Web CSI: 0.252 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT 20(0)/10(0) Chords Tens.Comp Chords Tens. Comp GCpi 0 18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 18-C 962 - 2271 D - E 962 .2271 Lumber C - D 792 -1936 Value Set: 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Chords Tens.Comp. Chords Tens Comp. Bot chord 2x4 SP 2400f-2.OE Webs 20 SP #3 B - H 1910 -785 G • E 1911 -785 Lt Wedge 20 SP #3 --Rt Wedge 2x4 SP #3: H - G 1936 -792 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. 1 hip supports 7-0-0 jacks with no webs. C - H 660 -194 G - D 645 -186 Wind Wind loads and reactions based on MWFRS. Ilgldplgf y o. 648 ATE : Q 000.0.0 Poo 0 278 "''s1 u,,,,„NA,w1w '' 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating9 h ndlln99 shiupin installing and braung.. Refer to and fgllow the latest edition of SCSI (rBuilding Component S fety Information, b TPI and SCA) toy safety pgractices prior to performing these functions. Installers shall provide terhpora bracingg ner BSI Unless noted oY erwise,top chord shall have property attached structural sheathing and bolt2m Nord ghall have a proper yattachEanftldcedin . Locations s own for ermanent latgral restraint bf webs shall have bracing nst#Iled pgr BCI secbons f33, 87 or 810, as app lca e. Appy plat8s to each face o truss and position as shown above and on the Joint details, un ess notes otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. is.tdi 2400 Lake Oran a DrsdrawingindicatesacceptanceofproessonarenIneeringresponsibilitysolelrorthedesinshorJnThesuitabilitygormatronses1Msob's eneral notes a e erW mese web sites ALPINE. www at me4w.tom; TPI. www.t st or ; SaCA• www sbun0us .wm, ICC• www iccsare o Orlando L. 32837 Job Number. N330074 Ply: 1 SEON. 46288 / T26 / HIPM I Cust. R R8975 JRet: 1 Wa789750079 9A6/9A7'258MB/258TB ,R/01 Oly. 1 FROM• RDG DrwNo 107.18 1146.41685 Truss Label: Lt KM / WHK 04/17/2018 9' 14'0"8 15' 9' 51018 11" 111 C8 T2 _= X4 D Loading Criteria (pst) Wind Criteria TCLL: 2000 Wind Sid: ASCE 7-10 TCDL: 1700 Speed, 150 mph BCLL' 0.00 Enclosure: Closed BCDL: 10.00 Risk Category* II Des Ld: 47.00 EXP C Creep Factor: 2.0 Mean Height: 15.00 it NCBCLL: 1000 TCDL. 4.2 psf Soffit 0.00 BCDL: 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist, h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 VIEW Ver. 17.02.01A.1115.21WindDuration, 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 15' 4,10"12 , 9'3"8 14'2"4 Snow Criteria (Pg.Pt in PSF) Pg NA Cl: NA CAT: W Pf: NA Ce: NA Lu. NA Cs NA Snow Duration. NA Code I Misc Criteria Bldg Code. FBC 61h.ed TPI Std' 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W VERT(LL): 0.055 G 999 360 B 772 /221 /568 I - /127 /8.0 VERT(TL): 0.205 G 999 240 E 740 / 213 /451 / - / - /8.0 HORZ(LL)- 0.022 G - Wind reactions based on MWFRS HORZ(TL): 0.051 G B Min Big Width Req = 1.5 Creep Factor: 2.0 E Min Brg Width Req = 1.5 Max TC CSI: 0.937 Bearings B & F are a rigid surface Max BC CSI, 0.899 Bearings B & F require a seat plate. Max Web CSI: 0 393 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02.01A.1115.21 B - C 390 -1053 C - D 416 -886 e* ATE : Q Xp o 278 S OIVAI. WN 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in.fatrricating, hgndpng, shipping, installing_and bracing Refer to and follow the latest E icauie. rp ry iat s io eacn raceor truss ano posiaon asIs160A -Z f r s an and plate positions. a division of ITW_BtrildingComponents Group Inc. shall not any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B -G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. G - D 1031 -482 D - F 337 -662 failure to buildthe n r The sung bility ALPINE mrrwcoarNx 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330074 Ply. I SEON. Cust R R8975 9A6/9A7'258M 258TB ,R/01 I Oty 1 I FROM- RDGS / T30 / HIPM I DrwNo DF7 1811 6.2/ 201850079 Truss Label: L2G 11 7' 10'8" 14'0"B 15' 7' 3'8" 3'4"8 11" SSCD514III T2 = 6X6 12 E Loading Criteria (psq TCLL. 20.00 TCDL: 1700 BCLL, 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " 4X 10(A2) mvnv = DT i 4 11106 1 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height: 15 00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall: NA GCpi• 0 18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 -T2 2x4 SP #2 N. Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7.0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0.0 setback with 0-0-0 cant and 1.0-0 overhang. Right side jacks have 0-0-0 setback with 0-0.0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 15' 7'1"12 7'1"12 3'6"4 T 10'8" + 3'6" 147' , 1 15' Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W Pf: NA Ce. NA VERT(LL) 0 060 1 999 360 B 1283 / 394 / - / - / - /8.0 Lu NA Cs, NA VERT(TL): 0.225 1 999 240 F 1614 / 472 / - / • / - /8.0 Snow Duration: NA HORZ(LL): 0.016 G - Wind reactions based on MWFRS HORZ(TL): 0.038 G B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1 9 Bldg Code. FBC 6th ed 201 Max TC CSI- 0.730 Bearings B 8 G are a rigid surface. TPI Std: 2014 Max BC CSI- 0.642 Bearings B 8 G require a seat plate. Rep Factors Used No Max Web CSI: 0.855 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp Chords Tens. Comp WAVE, 18SS VIEW Ver. 17.02.02A.1213.21 B - C 628 •2782 D • E 557 •1901 C - D 557 -1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B-1 2572 -750 I- H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C-1 775 •111 H • E 2245 -657 C - H 238 -855 E - G 483 -1472 D - H 326 -637 Oa• JS4° o •: ATE ;• Q iOil - 0 278 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatingp h ndlinq shi pin installing and bracing. Refer to and follow the latest edition of SCSI (BuildingifSafetyInformation, byr TPI and'S CA) i$ sa ety ractices prior to performing these functions. Installers shall provide temporaryr8SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prroperl s Id Cerlrna. Locations shown for ermanent lateral restraint Of webs shall haw breung installed p r BCI sections B3, B7 or B10ye. AppTy elates to ach face 0 ttruss and position as shown above and on tI a Join`Details, unless not otherwise. Refer to60A -Z for standard pate positions of l NI 1, or for r acceptance any structure TPI failure to buildthe. The suaQ bility 1-496111.11 - ALPINE A"MC vun 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330074 Py. 1 SEON• 46236 / T51 / VAL I Cust. R R8975 JRef: 1 Wa789750079 9A6/9A7 ;258MB/258TB ,R/Ot Oty: 1 FROM: PFH DrwNo: 107 18.1146.42559 Truss Label: V3A KD / OF 04/17/2018 i 1 6' i 12' 6, T 6, 04 B Loading Criteria (ps0 Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 1000 Risk Category- II Des Ld 47.00 EXP- C Mean Height: 23.42 it NCBCLL, 1000 TCDL 4.2 psf Soffit' 0.00 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C8C Dist a. 3 00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration, 1 60 Lumber Value Set, 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 12' V 6' Snow Criteria (Pg.Pr to PSF) Pg: NA Cl: NA CAT W Pf NA Ce: NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 6' 12' DefI/CSI Criteria PP Deflection In loc Ude9 U# VERT(I-Q. -0.029 D 999 360 VERT(TL)- 0.106 D 999 240 HORZ(LL)' 0 012 D - - HORZ(TL): 0.026 D Creep Factor: 2.0 Max TC CSI: 0.657 Max BC CSI 0502 Max Web CSI: 0.276 Maximum Reactions (lbs), o'=PLF Loc R /U /Rw /Rh /RL /W E' 98 /37 /57 /- /7 /144 Wind reactions based on MWFRS E Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A - B 649 -616 B - C 648 -616 VIEW Ver: 17.02 02A 1213.21 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - D 680 -509 D - C 680 - 509 ORM 0 278yam' S O?7NAI ``_7 04/182018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - B 927 -866 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary bracin Ger SCSI. Unless noted olherwise,top chord shall have proper% attached structural sheathing and bottom hord shall hav a properlyattachoriggidcellin .Locations shown for Dermanent lateral restr int 8bf wpbs shall hav braaunaa insll611ed p r BC I sections B3, 7 or 810, as app Icalfle. Appy Places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings180A -Z for standard plate positions Alpping, a division of ITW it 11'n LCompon nt Greyp Inc shall not be responsiple for any deviation from this drawing anY failure to build the ,,,, n ,,,,. truss mc gnfvrmance with MIA -PI 1, or for andli c shipping, Insiallatldn and bracinit of truss sA pal on this drawirlq or cover page 2400 Lake Orange Or. listingg this drawing indicates eccep ance of proTessionar en sneeringg responsibflitt so el orthe desi n shown. The suitability 9 and Ose of this i9rawing for any structure is the responsibilit of the 9uilding Desigrfer pe%ANSI/fPI 1 S$c.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE: www.el meitw com; TPI: www.t mst org; SBCA: www sbrandust com; ICC www ic=ale.arg Orlando FL. 32837 Job Number. N330074 Py: 1 SEON 46237 / T53 / VAL Cust R R8975 JRef- 1 Wa789750079 9A6/9A7 '258MB/258TB ,R/Ot Oty: 1 FROM: PFH DrwNo: 107 18.1146.42543 Truss Label: V2A KD / OF 04/17/2018 4' 8' i 4' 4' '1 i 1 1 = 4X4 2 B D 1112X4 8' 22'9"4 I 4 i 4' I i 4, T 81 1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or •=PLF TCLL' 2000 Wind Std: ASCE 7-10 Pg: NA Ct, NA CAT NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): -0 008 D 999 360 E' 97 /35 /55 /- /7 /96.0 BCLL. 0.00 Enclosure, Closed Lu: NA Cs. NA VERT(fL)- 0.030 D 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL). 0 003 D - - E Min Brg Width Req = Des Ld: 4700 EXP C Mean Height. 23 92 it HORZ(fL): 0.008 D Bearing A is a rigid surface 00.0 NCBCLL' 1000 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2 0 Soffit 0.00 BCDL 5 0 psi Bldg Code. FBC 6th.ed 201 Max TC CSI: 0 265 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.204 Maximum Web Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a 3.00 it Rep Factors Used: Yes Max Web CSI 0.104 Webs Tens Comp. Loc. from endwall: not in 4.50 it FT/RT 20(0)/10(0) acllcesror perfo rningthesefunctons. GerSI.Unless noted oerwise,tophordhall havproPerattached struquralsheathing andbori2rattachedrigidlllnLocationshownfoermanetlateralstraintfwebsshallhavebraGnqnslalledpfrBC51sections133, 137 or B10y as ca e. Apply laces to each face D - B 350 -441 GCpi. 0 18 Plate Type(s) Wind Duration: 1 60 WAVE VIEW Ver: 17.02.02A 1213.21 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others f f 00.0 o. 648Ji ATE ,' 02 8 "''tryy`rwOaNALNif 04/18 01 84/f8rz018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin , hhandlln99 shicpintint}talliigia nd bracin Refer toand follow thelaComponenSfetyInformation, byvTPI an SBCA)sarery to Insabrawn9acllcesrorperforningthesefunctons. GerSI.Unless noted oerwise,tophordhall havproPerattached struquralsheathing andbori2rattachedrigidlllnLocationshownfoermanetlateralstraintfwebsshallhavebraGnqnslalledpfrBC51sections133, 137 or B10y as ca e. Apply laces to each facePPI or°russ anG position as shown above and on the din etalls, un ess noted otherwise. Refer todrawings160A -Z for sPandard plate positions. ALN EAlpint;, a division of ITW BUildl1n9g CComponents GrG, p InC. shall not be responsiple for any deviation from this draawing arty failure to build thetrussIncgnformancewithAN5I11, or for handItrfq shipping, installation and bracin of trusseSA Seal on this drawlrl9 or cover papa listing this drawing indicates acceptance of proTessionar en ineerinq re9ponslbilit sole) teal desl n shovJn. The suitability 2400 Lake Orange Dr. 9 and use of this drawing for any structure is the esponsibilit of the Building DesigrSer pe%ANSI/TPI 1 S$c.2. Suite 150 For more information see this'ob's generaj notes pane and Nese web sites ALPINE. www allieneitw, com; TPI. www trim3t Org: SBCA: www.sbetndus .com; ICC* www ocesate.org Orlando FL, 32837 Job Number: N330074 Py: 1 SEON: 46238 / T45 / VAL I Cust: R R8975 JRef. 1 Wa789750079 9A6/9A7'258MB/258TB .R/0I oty. 1 FROM• PFH DrwNo: 107.18 1146.42481 Truss Label: VIA KD / DF 04/17/2018 Loading Criteria (psq TCLL* 20.00 TCDL 17.00 BCLL: 0.00 BCDL. 1000 Des Ld 47.00 NCBCLL. 10 00 Soffit: 000 Load Duration, 1.25 Spacing: 24 0 " I- 2' 4' I r 2, 2, 1 12 6 F,77' = 04 B T A 4X4(D1)=4X4(D1) C 23'9"4 D i 4' Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category- II EXP: C Mean Height. 24 42 It TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to 11/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4 50 It GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . a 4- 4' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT W PL NA Ce: NA Lu NA Cs. NA Snow Duration, NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used- Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C any these as E not Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 004 999 360 VERT(TL): 0.017 999 240 HORZ(LL): -0.002 HORZ(TL): 0.004 Creep Factor: 2 0 Max TC CSI- 0 095 Max BC CSI: 0 139 Max Web CSI: 0.000 VIEW Ver. 17 02 02A 1213 21 90 •• ATE 0 ORM 02 8%1ru,`S ONAI N,s 04/)8/20(8 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /28 /51 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# ING THE INSTALLERS to and follow the latest edition of SCSI (Building se functions. Installers shall provide temporary ieaggthin9g and bogttor hosredcshall have a propBerly in Details, unlessnoted othenivs e: B7Ref f to' failure to build the 1 ora r page n. he suitability ALPINENE µmvro.•.r+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9AY,258MB/258TB ,R/01 Truss Label: H1G Ply. 1 I SEON: 46239 / T21 / HIPM I Cusl R R8975 JRef 1 Wa789750079 Oly, 1 FROM: RDG DrwNo' 107.18.1146.42404 KD / DF 04/17/2018 7' 10'10"7 7' 3' 10'7 WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any web as s not o . ATE OF •: p. O a, . c•.:°C ORS P•`k. 0 278 04/18/2018 ING THE INSTALLERS to and follow the la est editi n of BCSI (Building se functions. Installers shal provide temporarryy leat4m and bottom hord shall have a properlypnqinst@IledperBCIsections $3, B7 or 910, 1m Details, unless noted otherwise. Refer to failure to buildthe I r TheThe ALP NIE mmro 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 12 6 C 8 T2 013XD6 c o v v B A 4X4(A2) F E 1112X4 1113X6 7'5"11 3'4.13 --i 1 7'1"12 3'8'11 17'1"12 10'10'7 Loading Criteria (psr) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std ASCE 7-10 Pg NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 /198 / - / - I - /80 BCLL: 0.00 Enclosure Closed Lu. NA Cs: NA VERT(TL) 0 076 F 999 240 F 995 /224 / - / - / - /11,31, BCDL: 1000 Risk Category. 11 Snow Duration: NA HORZ(LL): 0 012 F - E 611 /207 / - / - / - /5.7 Des Ld. 4700 EXP. C Mean Height: 15.00 R HORZ(TL). 0.030 F Wind reactions based on MWFRS NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit 0.00 BCDL: 5.0 psi Bldg Code: FBC 61h.ed 201 Max 7C CSI: 0 805 F Min Bi Width Re 1.59q = Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI. 0.681 E Min Brg Width Req = 1 5 Spacing: 24 0 " C&C Dist a: 3.00 H Rep Factors Used. No Max Web CSI. 0.181 Bearings B, F, 8 E are a rigid surface. Loc. from endwall: NA FT/RT:20 (0)/10(0) Bearings B 8 F require a seat plate. GCpi• 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp Value Set: 13B (Effective 6/1/2013) B - C 179 -419 Top chord 2x4 SP #1 :T2 2x4 SP #2 N - Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0.0 setback with 0-0-0 cant and 0-0-0 overhang. I I Wind S F4 6 Wind loads and reactions based on MWFRS a Right end vertical not exposed to wind pressure. S •. AR, WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any web as s not o . ATE OF •: p. O a, . c•.:°C ORS P•`k. 0 278 04/18/2018 ING THE INSTALLERS to and follow the la est editi n of BCSI (Building se functions. Installers shal provide temporarryy leat4m and bottom hord shall have a properlypnqinst@IledperBCIsections $3, B7 or 910, 1m Details, unless noted otherwise. Refer to failure to buildthe I r TheThe ALP NIE mmro 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON. 46240/ T41 / MONOrDrwNo: h RR8975 JReI. 1Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM: RDG 10718.114641842 Truss Label: MGI / WHK 04/17/2018 4, T e -e 1 Hexa B 7' 4'10" 2'2" 4,10„ 7, Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std. ASCE 7.10 Pg: NA Ct. NA CAT NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W A 1521 /499 / • / - / - /4.0TCDL: 17.00 Speed: 150 mph Pf, NA Ce. NA VERT(LL) 0 012 D 999 360 BCLL' 000 Enclosure. Closed Lu: NA Cs. NA VERT(TL): 0.044 D 999 240 C 1389 / 460 / - / - / • / - BCDL. 1000 Risk Category: II Snow Duration: NA HORZ(LL): -0 009 D - Wind reactions based on MWFRS Des Ld: 4700 EXP: C HORZ(fl): 0.021 0 - - A Min Brg Width Req = 1.8 Code I Misc CriteriaNCBCLL: 10.00 Mean Height: 22.44 ft TCDL' 4 2 psf Creep Factor 2 0 C Min Br Width Re9 q = - Soffit. 0.00 BCDL: 5.0 psi Bldg Code FBC 6th.ed 20t Max TC CSI: 0 773 Bearing A is a rigid surfacegg Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std 2014 Max BC CSI. 0.586 Members not listed have forces less than Spacing: 24.0 " C8C Dist a: 3.00 ft Re Factors Used: YesP Max Web CSI. 0 783 Maximum Top Chord Forces Per Ply (Ibs) s) Loc. from endwall: not An 144.00 FT/RT-20(0)/10(0) Chords Tens.Comp. GCpi: 0 18 Plate Type(s): VIEW Ver, 17.02.01A.1115.21WindDuration. 1.60 WAVE A - B 433 -1319 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC: From 78 plf at 0.00 to 78 pit at 700 BC' From 10 plf at 0.00 to 10 plf at 7.00 BC 765 Ib Conc. Load at 1 40, 3 40, 5.40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. t..0% V'ATE OF 4-4 4'" D.c • .'DC ORS . 0 278 S:..V# 04/18/201804/18/201 a Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - D 1070 -312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2057 -589 B - C 503 -1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatLricating, handling, shiip& inatalling.and bracing. , Refer to and follow the latest edition of SCSI BuildingComponentSafetyInformation, byY TPI an SBCA) for safety Practices prior to performing these functions. Installers shall provide to porary bracin per SCSI., Unless noted otherwise,top chord shall have proRerly attached structural sheathing and bottom hord shall have a prole ity attachrl rgid ceilin Locations shown for ermaneat lateral restraint of webs shall hav bracing installed pfr BCI sections B3, B7 or 810, as app ica e. ApD y elates to each face, o truss an position as shown above and on t te JoinfDetalls, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW BUtrild11'ngg CCompongntsg GT In% shall not be rep onsihle for any deviation from this drawing apg failure to build thetrussmcgnformancewithAN5I11, or or anGdlirsg s A pin?, installatiGon and bracing gf,trussesA peal on this drawin,9 or cover pagge - . 2400 Lake Orange DrlistinggthisdrawingindicatesacceptanceofproTessiona! en ineering responsibilitNy soleiY or the des/gn shovTn. The suiTability and Ose of this Drawing for any structure is the responsibility of the Building Designer perANSlrrPI 1 SEc.2. Suite 150 For more mformabon see this joWs general notes page and these web sites: ALPINE: www.el 'nejlw.com, TPA www i Inst org; SBCA• www.sbandus .cam: ICC: www.iccsafe.*rg Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON 462411 T12 / VAL I Cust: R R8975 JRef, 1 Wa789750079 9A6/9A7 258M8/258T8 ,Rl01 Oty 2 FROM: PFH DrwNo. 107.18.1146.42014 Truss Label: MV2 KM / WHK 04/17/2018 3'6"12 4' 3'6"12 5'4 12 1112X48 C 6 F777- T A 4X4(D1) iv 1 DF E 1113X6 4' 3,6.,12 F" 3'6"12 4 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL. 2000 Wind Std: ASCE 7.10 Pg NA Ct, NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W F' 97 /33 / 67 /. / 21 / 48.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA BCLL* 0.00 Enclosure. Closed Lu* NA Cs. NA VERT(TL): NA Wind reactions based on MWFRS BCDL* 10.00 Risk Category- II Snow Duration, NA HORZ(LL). 0.004 E F Min Big Width Req = . Des Ld: 47.00 EXPI C Mean Height, 22.56 it HORZ(fL). 0 009 E Bearing A is a rigid surface. NCBCLL: 10.00 TCDL 4 2 psi Code / Misc Criteria Creep Factor: 2.0 Soffit: 000 BCDL: 5.0 psf Bldg Code FBC 61h ed 201 Max TC CSI 0 198 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.164 Spacing: 24 0 " C&C Dist a 3 00 it Rep Factors Used: Yes Max Web CSI: 0.083 Loc. from endwall not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s). Wind Duration: 1.60 WAVE VIEW Ver: 17.02 01A 1115.21 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. ATE •; 9 0278 ryk s QN14AL `_ 04/ 18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlm9 shi ping installing and bracing. Refer to and follow the latest edition of SCSI (Building r S fety Information, by TPI and S CA) IOr sa%ty practices prior to performing these functions. Installers shall provide terhporary 38SI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall hav a progerly ceilin .Locations shown for Dermanent lateral restraint 5f webs shall hav bracing ins p.1led pgr BC I sections 3, 7 or 610, e. Appy elates to each tate of truss and position as shown ave and on tie Joint Details, un ess noted otllervvise Refer to 60A -Z for standard plate positions ivision of ITW Btrildi1ngg CComponQnts Grpup In shall not be responsible for any deviation from this dr win any failure to build the if rmance with AN5I 1 1, or for handlirt shipping, installation and bracing o[trussesA eat on th dr wfitg or cover paggee rawin ,indicates acce lance of ro essionar en ineerin respo sibili soleo thrwdes n shown. The suitabili and ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 It Job Number: N330074 9A6/9A7,258MB/258TB ,R/OI Truss Label: MVI Loading Criteria (psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II Des Ld. 4700 EXP: C WAVE Mean Height 23.06 R NCBCLL: 10.00 TCDL: 4.2 psi Soffit. 0.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 K Loc from endwall. not in 9.00 K GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Ply: 1I SEON' 46242 / Tit / VAL Oly 2 FROM: PFH 12 6 [7- B T 1 Cust: R R8975 JRef: t Wa789750079 DrwNO' 107 18 1146.41903 KM / WHK 04/17/2018 2, Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs), or'=PLF Pg. NA Cl, NA CAT. NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W Pt. NA Ce: NA VERT(LL) 0.007 B 999 360 D' 97 /16 /60 /- /12 Lu: NA Cs: NA VERT(TL): 0.027 B 999 240 Wind reactions based on MWFRS Snow Duration, NA HORZ(LL)- 0 003 B - D Min Brg Width Req = - HORZ(fL): 0.007 B Bearing A Is a ngid surface. Code I Misc Criteria Creep Factor: 2.0 24.0 Bldg Code. FBC 6th ed 201 Max TC CSI- 0 057 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI. 0.132 Rep Factors Used, Yes Max Web CSI: 0.000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02.01A.1115 21 z ,o't• VAT OF e •'t OR ,,P. mak, 0 278 "", S ONAI 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DR/ ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLI icaore rip ry iat s to eacn race. of truss ano position as i Is 16OA-Z f r s an and plate positrons. a division of ITW BUitdd11nc Compon ntS Grqupp InC. shall notcoofvrmancewithuNSI/TP1 1, or (mor handlinc shipping, m this drawing,indicates acceptance of proTessionar eneofthisawingforanystructureistheresponsibilit r ING THE INSTALLERS to and follow the latest edition of WWW ermnedw com: TPI: www from this dr8wing an failure to build the teal on this drBwiXgg or cover page rrthe design shovTn. The suiTability 14416114, ALPINE m rrwcDMWIY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 0 Job Number. N330074 Py. 1 ISEON. 46243/ T23 / HIP_ I Cust. R R8975 JRef. 1 Wa789750079 9A6/9A7 .258MB/258TB ,R/01 Oty 3 FROM HMT DnvNo: 107.18.1146.41482 Truss Label: HJ7 KM / WHK 04/17/2018 Loading Criteria (psq TCLL: 2000 TCDL 1700 BCLL 0.00 BCDL, 1000 Des Ld: 4700 NCBCLL' 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 1 I 57'5 + 9110"1 5'75 47"l 1 9,5„7 4„ 0 9,5,7 1 "1 Wind Criteria Snow Criteria (Pg,Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1W Speed. 150 mph Enclosure* Closed Risk Category. II EXP C Mean Height 15 00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc from endwall NA GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 02 N Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131'x3 0", min toe -nails at top chord Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. Pf: NA Ce: NA VERT(LL). 0 017 C 999 360 B 425 / 125 / - / - / - /106 Lu' NA Cs: NA VERT(fL): 0.067 C 999 240 E 443 / 56 / - /1 /0 /15 Snow Duration NA HORZ(LL): 0.006 F - - D 305 /156 /- /- /- /1.5 HORZ(TL): 0.014 F Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2 0 B Min Brg Width Req = 1.5 Bldg Code FBC 6th ed 201 Max TC CSI, 0.901 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0623 D Min Brg Width Req = - Rep Factors Used No Max Web CSI: 0.420 Bearing B is a rigid surface Bearing B requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver: 17.02.01A 1115.21 Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp B -C 341 -817 kS o JSP MA El YATE OF 9 . . S••..._...•• 0 278 °,, S/ONAI- N,i''' o 04/18/2018 — WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS any as$ not TPP to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B - F 769 -308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 -831 of failure to buildthe The suaQ bility ALPINE mrrwa MN! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 46244 / T42 / HIP_ Cush R R8975 JRef. 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly 4 FROM,HMT DrwNo: 107 18 1146 41951 Truss Label: HJ7A KM / WHK 04/17/2018 5'2" 3 9'10"1 i 47'14 '1 D 12 4.24 p 3X6 C N CO O B Tss A L FF 9151,10 4" 9'5"10 1 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pt in PSF) TCLL: 20.00 Wmd Std ASCE 7.10 Pg: NA Ct NA CAT: W TCDL 17.00 Speed: 150 mph Pf: NA Ce. NA BCLL: 000 Enclosure: Closed Lu: NA Cs: NA BCDL, 10.00 Risk Category II Snow Duration: NA Des Ld: 47.00 EXP: C Code I Misc CriteriaNCBCLL000 Mean Height: 22 18 It TCDL: 4.2 psi Soffit, 0.00 BCDL. 5 0 psf Bldg Code. FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Spacing: 24.0 " C&C Dist a 3.00 It Rep Factors Used, No Loc. from endwall NA FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hlpjack supports 6.11-8 setback lacks with no webs. Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0 131"x3.0", min toe -nails at top chord. Provide (3) 0.131' x3.0", min toe -nails at bottom chord Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL). -0 023 C 999 360 Maximum Reactions (lbs) Loc R /U / Rw / Rh / RL B 423 / 181- VERT(TL): 0.061 C 999 240 E 439 /101 / • / - / - HORZ(LL) -0010 E D 312 /209- HORZ(TL): 0.012 E Wind reactions based on MWFRS Creep Factor: 2 0 B Min Brg Width Req = 1.5 Max TC CSI 0 809 E Min Brg Width Req = - Max BC CSI: 0.621 D Min Brg Width Req = - Max Web CSI: 0.392 Bearing B is a rigid surface W 49 1.5 1.5 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1115 21 Chords Tens.Comp B - C 441 -743 oJG, s On• JP 5TATE OF a0 278 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 -398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 •755 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fat ricating, handling, shiupin , installing and bracing. _ Refer to and follow the latest edition of BCSI (Building1SfetyInformation, byY T1 PI antd7 SBCA) far safety 0racbces prior to performing these functions Installers shall provide tempora rryy BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ghall have a properly aid Ceilln . ovations shown for ermanent lateral restraint bf webs shall ham braonq installed per BGSI cbons 133, 137 or 910, ne App y DDtat s to each face ofpruss and position as shown above and on the Join Details, unless note otherwise. Refer to 60A•Z Ior stan ard plate positions. a division of any for any deviation from this dr winr1gq anr1Y failure to build the acing of ,trussesA eat on th s tlrawiX or cover pa e , ornsib(hty solely=,o h desi c n shown. The suiCabrhty www tpmst.ora. sack www A ILPNE mrrwcorMvr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON. 46245/ T31 /HIP— Cust* R R8975 JRef• 1 Wa789750079 9A6/9A7 :258MB/258TB ,R/01 Oly, 1 FROM RDG DnvNo' 107 18.1146.41810 Truss Label: HJ74 KM / WHK 04/17/2018 t 5'37 9110"1 1 5'37 4'6"10 Loading Criteria (psr) TCLL: 20.00 TCDL' 17.00 BCLL: 000 BCDL 10.00 Des Ld, 47.00 NCBCLL. 0 00 Soffit, 000 Load Duration 1 25 Spacing 24 0" 3X6(A1) 1114AM =JJv/ I[ ll 1,5„ _t _ 5111 I 4,1 „8 16„ 1 t 61"l 1 r 9'3"3 9'10"1 Wind Criteria Snow Criteria (Pg,Pr m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7.10 Pg: NA Ct, NA CAT- NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Speed 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height 15 00 it TCDL. 4.2 psf BCDL: 5.0 list MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi 0 18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0.131"x3 0", min toe -nails at top chord. Provide (3) 0 131"x3 0", min toe -nails at bottom chord. Pf• NA Ce: NA VERT(LL): 0.038 G 999 360 H 415 / 128 / - / - / - /10.6 Lu. NA Cs' NA VERT(TL)' 0.142 G 999 240 E 427 / 64 / - /0 / • /15 Snow Duration: NA HORZ(LL): 0.009 F - D 305 / 151 / - / - / - /1.5 HORZ(TL): 0 020 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 786 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI, 0.673 D Min Brg Width Req = - Rep Factors Used, No Max Web CSI: 0 579 Bearing H is a rigid surface. FT/RT:20(0)/10(0) Bearing H requires a seat plate Plate Type(s): Members not listed have forces less than 375# WAVE, 18SS VIEW Ver. 17.02.01A 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 375 -1283 c ATE i p,•.,icZ ORVpP..•`k.. 0 271'Z_/0NA1. # 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DR IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCL a division of any as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - G 1237 -360 G - F 1225 -367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 382 -1275 ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide tern oralleathinggandbottomhordshallhaveaproperly cin nsialled p r BC`I sections $3, 87 or 810, in its, unless noted otherwise. Refer to viation from this ftwin ap failure to build the issgsA teal on this drawlr q or cover page , so ey t onthe„des qr Rho n. The suicabihty TPI, www A IPLNE w+mvaorrun 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330074 Pty: 1 SEON: 46246 / T50 /HIP— Cust• R R8975 JRef: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM HMT DrwNo. 107 18 1146 41545 Truss Label, HJ7S KM / WHK 04/17/2018 57"3 9'10"1 r 573 'F 4'7"14 '1 T e -e L C 3X4(81) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL. 1700 Speed 150 mph BCLL: 000 Enclosure: Closed BCDL. 1000 Risk Category II Des Ld 47.00 EXP- C Lu: NA Cs. NA Mean Height* 22.43 It NCBCLL: 0 00 TCDL' 4.2 psi Soffit 0.00 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C8C Dist a. 3 00 0 Wind reactions based on MWFRS Loc from endwall. NA Code / Misc Criteria GCPI. 0.18 A Min Brg Width Req = 1.5 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6H/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6.11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord 9'5"10 4" 9'5"10 1 "1 Snow Criteria (Pq.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) -0 023 B 999 360 A 382 / 160 / - / • / - 4.9 Lu: NA Cs. NA VERTUL): 0 059 B 999 240 D 443 / 105 / - / - / • 1.5 Snow Duration. NA HORZ(LL): -0.010 D - C 311 / 211 / - / - / • 15 HORZ(TL)- 0 012 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2 0 A Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 803 D Min Brg Width Req = - TPI Std- 2014 Max BC CSI: 0.627 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI 0 397 Bearing A is a rigid surface. FT/RT:20(0)/10(0) Plate Type(s): WAVE I VIEW Ver: 17.02.01A.1115.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. A - B 449 -749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 696 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp B - E 446 -763 e • y • y • i 1[ • i o :• ATE .; a0 278ry•,s/ONAL artn 04/18/2 18 otuu to WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rus es reqquire extreme care in fabricating, handling shi pin Installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingomponentSfetyInformation, byY TPI ane SBCA) i$ safety practices prior to performing these functions Installers shall provide temporary _ bract n per BSI Unless noted otherwise,top chord shall have properly attached structural shaathin9 and bottom hord shall have a properlyattachrlrigidceilin . Locations shown forpermanent lateral restraint 6f webs shall hay braapnaa installed pfr Bc l sections 133, 137 or 810, as applica a Apply DDtatQQs to ach face, of°iruss and position as shown above and on iPfte JoinfDetalls, un I notes otherwise. Refer to ALPINEdrawings160A•Z for stantlardto, positions Alpine, a division of ITW B II nc Compon nts GT Inc., shall not be responsible for any deviation from this dr wing ap failure to build the N, ,wtrussinnformancewith %IJ51101 1, or or handifrfq, shippiniq, Installatltln and bracing of trussesA geal on thr; dr aor cover pa gge , , Y400 Lake Orange Dr. listing this drawing indicates acceptance of Aro ess ona en meering responsibilittyv sole) for the de sl n shoMTn. The suitability 9 and ise of this a awing for any structure is [he responsibilit)of the Building Desigrfer pe ANSIITPI 1 4c.2. Suite 150 For more information see this fob's general notes Daps and these web sites: ALPINE www alDmenw.com: TPI. www tomst ora: SBCA: www sbdndustry mm, ICC: www.ii—afe ere Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON. 34330 / T16 / HIP_ Cust R R8975 JRef. 1 Wa789750079 9A6/9A7,258MB/258TB ,R/01 Oly 2 FROM PFH DrwNo, 107 18 1146.42574 Truss Label: HA KD / OF 04/17/2018 Loading Criteria (psf) TCLL. 2000 TCDL: 1700 BCLL* 0.00 BCDL. 10.00 Des Ld. 4700 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 12 4.24 C 6 9r8ir6 T- 4"3 gi4ir A D 2X4(A1) i- 1'S" 10"9 10"9 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height: 15.00 it TCDL: 4.2 psf BCDL. 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 ft Loc. from endwall: Any GCpi 0 18 Wind Duration, 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP 02 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131'x3 0", min. toe -nails at top chord. Provide (2) 0.131'x3 0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg. NA Ct' NA CAT: W Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE W1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL)- -0.000 D HORZ(TL): 0.000 D Creep Factor 2 0 Max TC CSI 0.338 Max BC CSI: 0 043 Max Web CSI: 0 000 VIEW Ver: 17.02 02A.1213.21 o VATEOF ;Q 9 • (0 p•.,•F1 ORVPX- o<(0 0 278 *114, IONAt L'_ 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 138 / 274 / - /32 /70 D -13 /30 /26 I- /- /1.5 C •31 /80 /52 /• /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling, shiupin , installing and bracing.. Refer to and follow the latest edition of BCSI ((Building t S fety Information, by_TPI an SBCA) for safety ractices prior to performing these functions. Installers shall provide terhporar B SI., Unless noted otherwise,top chord shall have proper ' attached structural shgathing and bottor2 hord shall have a prover I id ceilin ions shown for ermanent lateral restraint bf webs shall hav br cm installed p r BC 1 secoons Q3, 137 or B10ye. Applgy at s to each face opitruss and position as shown above and on the Joini Details, unless not otherwise. Refer to 60A•Z for s d plate positions. of 1 ei 1, or for r acceptance any structure failure to build the 1 or cover pa e n. The suitability ALPINENE mftwoorn.+r 2400 Lake Orange Or Suite 150 Orlando FL, 32837 a Job Number: N330074 Py 1 SEON' 46248 / T32 /HIP Cusl: RR8975 JRef. 1Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Qty* 2 FROM PFH DrwNo. 107.18 1146.42527 Truss Label: HJ1A KD / DF 04/17/2018 T 6"6 1 12 4.24 r 4X4(B1) F 20'8"8 O r 20'1"14 10999 1'5" 10"9 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Sid: ASCE 7-10 Pg NA Ct, NA CAT: NA PP Deflection in loc Udefl U# TCDL: 1700 Speed: 150 mph Pf• NA Ce, NA VERT(LL) NA BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT( L): NA BCDL: 10.00 Risk Category. 11 Snow Duration: NA HORZ(LL) 0 001 C Des Ld. 4700 EXP C Mean Height 20 60 R HORZ(TL): 0.001 C NCBCLL: 10.00 TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2 0 Soffit. 0.00 BCDL: 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI 0.362 Load Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std. 2014 Max BC CSI 0.046 Spacing 24.0 " C&C Dist a: 3 00 H Rep Factors Used: Yes Max Web CSI: 0 000 Loc from endwall. Any FT/RT:20(0)/10(0) GCpi. 0.18 Plate Type(s): VIEW Ver. 17 02.02A 1213.21WindDuration• 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord 9 VATE OF f 1 eee.e.* 0 278 *114,, sNNAI E4 v0 04/I812018 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL /W B 141 /153 /228 /- /38 /4.9 D 6 /10 /19 /• /- /1.5 C -31 /70 /55 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a ngid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fablricating, handling, shiippm installing and bracing.. Refer to and follow the latest edition of BCSI ((BuddingtSfetyInformation, by. PI an0 SBCA) fbr sa ety ractices prior to performing these functions. Installers shall provide terhporaryBSI. Unless no olnervvise,top chord shall have properly attached structural sheathing and bottom ghord $hall hav a properly id ceilin .Locations shown for ermanent lateral resir81nt 8f w bs shall have bracm installed p r BC5Is ections B3, 7 or B10 e.• Apply plates tp each face ofptruss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to a division of more any his drawin art failure to build the on thtg dr wi;y or cover paQete,desn shown. The sui itity A IPLNE mrrwc w+r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 j Job Number. N330074 Ply. 1 SEON: 46249 / T22 / EJAC Cush R R8975 JReI: 11W.789750079 9A619A7 ,258MB/258TB ,R/0I Qty. 7 FROM. RDG OrwNo' 107.18.1146.41950 Truss Label: EJ7 KM / WHK 04/17/2018 C 12 6 M Loading Criteria (ps0 Wind Criteria O_ N Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# M TCDL 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL): NA B A D Enclosure: Closed l 7' l1T 'I7, Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL): NA B 436 / 94 /349 / - /152 /8.0 BCLL. 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 136 /13 /106 / - / - /1.5 BCDL' 10.00 Risk Category. II Snow Duration: NA HORZ(LL) 0 017 D C 237 /113 /153 / • / - /15 Des Ld. 47.00 EXP C HORZ(TL): 0.040 D Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL: 10.00 Mean Height 15.00 ft TCDL. 4.2 psi Creep Factor 2.0 B Min Brg Width Req = 1 5 Soffit: 0.00 BCDL: 5.0 psi Bldg Code. FBC 6th ed 201 Max TC CSI 0.956 D Min B Width Rer9 q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0602 C Min Brg Width Req = - Bearing B a rigid surfaceSpacing. 24 0 " C&C Dist a: 3.00 it Rep Factors Used, Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall not in 4.50 it FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE I VIEW Ver: 17.02. 01 A, 1115 21 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 0 % VATE OF Jf a .,. o 0 278'*" s'/ONAI a all oasrzon WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h idling shi pin , in talling,and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an S CA) far safety ractices prior to performing these functions. Installers shall provide terhpora%rybracinBCSI. Unless haveDernotedolherwise,top chord shall property attached structural sheathing and bottom Nord $hall ha a pro erlyattachc1riggidcellln .Locations shown for ermanent lateral restr3lnt bf webs shall have braacing ins lied p r B s8coons g3, 7 or 10, as app ma e. Appy ufat,.s to each face ofpruss and position as shown above and on the Joinl9Details, unless not otherwise. Refer todrawings160A -Z for standard plate positions. ALPINEAlppine, a division of ITW Btfildl1'ng CCompon ntgS GT0uD In .,shall not be respponsible for any deviation from this drBwings a failure to build theIrssinconformancewithAN51/TPI 1, or (nor handlir q s i ping, instollati0n and bracing of,trussesA teal on this dr3wirl o Cover page , , stinglisting this drawing indicates acceptance of prolessionaf en in ening responsiblliiv soleN or the desi n shown. The suitability r,"a 2a00 Lake Orange Dr. 9 and of this drawing for any structure is the responsibility Building DesiglSer pe Al 1 SeC.2. Suite 150 For more information see this joWs general notes page and these web sites, ALPINE www al menw.com, TPI www.l msl orp; SBCA, www.sbandust com; ICC. www imsate org Orlando FL, 32837 Job Number: N330074 Ply, 1 SEON 46250 / T29 / EJAC Cust- R R8975 JRef. 1 Wa789750079 9A6/9A7 :258MB/258TB ,R/0I Oty, 4 FROM RDG DnvNo' 107 18.1146.41702 Truss Label: EJ74 KM / WHK 04/17/2018 C Loading Criteria (psf) Wind Criteria TCLL- 2000 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP. C DDes Ld: 47.00Desd: Mean Height. 15 00 it 10 00 TCDL 4 2 list Soffit: 000 BCDL. 5.0 psf Load Duration, 1 25 MWFRS Parallel Dist. 0 to h/2 Spacing, 24.0 " C&C Dist a, 3.00 it Plate Type(s) Loc. from endwall• Any WAVE GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. r1 rA Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Cl: NA CAT: NA PP Deflection in loc Udell U# Pf- NA Ce- NA VERT(LL): NA Lu: NA Cs: NA VERT(R): NA Snow Duration, NA HORZ(LL)- 0.017 D HORZ(TL): 0.041 D Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.898 TPI Std 2014 Max BC CSI. 0.590 Rep Factors Used: Yes Max Web CSI, 0.000 FT/RT-20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17 02.01A.1115.21 O v'JY` E3 VATE OF fpr SSZONA 1 , Ijz78 00 W1liall "1100 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /8.0 D 134 /12 /103 /- /- /1.5 C 228 / 97 /132 /- / - /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS l re9uire extreme care in fabricating h ndlin , sh upin installing and bracrn Refer to and follow the latest edition of BCSI (Budding Hent S fety Information, by TPI an a S CA) tar safety ractices prior to performing these functions. Installers shall provide terhporary per BeSI., Unless noted olherwise,top chord shall have proGer attached structural sheathing and bottom chord shall have a properly0nqidceilmLovationsshownforermanentlateralrestraint f webs shall have br oln nstalled pfr BGSI chons Q3, B7 or 810, ca e. AP plates to each face o truss and position as shown above and on the oint9detads, un ess note. otherwise. Refer to Is 160A -Z for standard plate positions. a division of ITW BUitddln ompongntg Gr uC IHC. shall not be responsiple for any deviation from this dr8winp any failure to buildthe Conforman q wdh AIJSIIT I 1por for handPlirfSL shipping, installatiOnQ nri braung gf,trussesy sgeal on thi; dr8wirlg or The sitabiliIrsrawinindicaesaccelanceofroessonaenineerinresponsrbrlrsoledforthedesrnshown. tyeothiscawingoranysructureisaresponsibililofthewildingDesigerpeANSIITPI1S$c.2. ALPINE w.mvoown x 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 A Job Number: N330074 Py. 1 SEON. 462851 T40 / EJACCusl: R R8975 JRef. 1 Wa789750079 9A6/9A7',258MB/258TB ,R/01 Oly. 10 FROM. RDG DrwNo: 107.18 1146.41716 Truss Label: EJ7A 1KM / WHK 04/17/2018 C 12 6 0 o v B T 6"6 A D 4X4(B1) 7' 1 T 7' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 000 Enclosure Closed Lu: NA Cs. NA VERTL): NAVERT(TL); B 432 / 138 / 344 / - / 200 /40 Risk Category: II D 136 /14 1104 / • / - 11.5 BCDL: 1000 EXP C g ry Snow Duration: NA HORZ(LL)' -0 014 C C 250 /170 /150 / - / - /1.5 Des Ld 47.00 Mean Height. 22.19 R HORZ(TL): 0.028 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Soffit 0.00 BCDL 5 0 psi Bldg Code FBC 6th.ed 201 Max TC CSI 0 750 D Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0 596 C Min Big Width Req = - Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dista 3.00 it P Loc. from endwall not in 4 50 H FT/RT,20(0)/10(0) Members not listed have forces less than 375# GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver' 17.02.01A.1115 21 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min, toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. OO .••• • •••. ./ o. 648 c •• Z OR\'Po' k. ao 278 y '':s,, 0 AL rirrwttllwwl ivt 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shippin , installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI ane SBCA) for safety radices prior to performing these functions. Installers shall provide temporary bract n oer BGSI Unless noted oihervvise,top chord shall have properly attached structural sheathing and bott2m hord shall have a properlyattachanpidceiling. Locations shown for _permanent lateral restr8int bf wgbs shall hav braae pq installed pgr BC I sections $3, 137 or 810, as app ica a Apply plates to ach face of truss and position as shown a ove and on t ie JoinrDetails, un ess noted otherwise Refer to ALPINE 1-496111.1 drawings 160A -Z for standard pPfate positions. Atpin a division of ITW Buildln CCom onsnts Gro p InC., shall not be responsiple for an deviation from this dr8wing an failure to build the MimetssincgnfQrmatcewithANSIP11oreorhandliiASLshipping, Installation and bracing yGf trussesA eat on this drOwiX or cover page , , 2/200 Lake Orange DrlistingthisQrawln indicates acceptance of 1)roTesslonar en rneering responsibility solely or the design shov3n. The suitability g and use of this awing for any structure is a responsibi it of the Building Desiglier perrANSI/fPI 1 ac.2. Suite 150 For,more information see this ob's general notes pace and these web sites: ALPINE www al meow com• TPI: www.t inst.or , SBCA: www sticindustry.com, ICC www rccsale org Orlando FL, 32837 I Job Number: N330074 Py: 1 SEON. 46252 / T68 / EJAC I Cusl: R R8975 JRef: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly' S FROM RDG DrwNo 107.18.1146 41560 Truss Label: EJ7S KM / WHK 04/17/2018 B 4X4(B1) Loading Criteria (psi) TCLL. 20.00 TCDL: 1700 BCLL' 0.00 BCDL: 1000 Des Lid. 47.00 NCBCLL: 10 00 Wind Criteria Wind Sid: ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category: II EXP: C Mean Height' 22.44 R Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce, NA Lu: NA Cs NA Snow Duration: NA Code I Misc CriteriaTCDL42psi Soffit: 0.00 BCDL: 5.0 psi Bldg Code, FBC 61h.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing. 24 0 " C&C Dist a: 3.00 it Rep Factors Used. Yes Loc. from endwall: not in 4.50 fl FT/RT:20(0)/10(0) GCpr 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set. 13B (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 7' 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL). -0.015 B HORZ(TL): 0.030 C Creep Factor: 2 0 Max TC CSI 0.777 Max BC CSI: 0.606 Max Web CSI: 0 000 VIEW Ver' 17.02.01A.1115.21 o w•'JY° o :• NATE OF I'_ 0278 yry'`'sONAI wwtttiuluu 04/18/2018 C iD C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 / 93 /255 / • /176 / - C 137 /16 /107 /- /- /1.5 B 254 / 174 /154 / - / - /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aavire extreme care in fabricating, handling, shiupin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byv TPI an0 SBCA) for safety radices prior to performing these functions Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have propel attached structural sheathing and bottom hord shall hav a pro eVid extreme Locations shown for ermanent latgral restraint bf w tis shall hav bra8una11 installed r BCI sections q3, 7 or 10 i e Applgy prates to ach face, oiptruss and position as shown a ove and on iI a JoinfDetails, un ess not otherwise Refer to 60A -Z for standard pate positions. of this im 1, ortor r acceptance any sructure his drawing ally failure to build the on tht; drBwiXg or cover page ie des n shovTn. The suitability ALPINE ooMr xr I2400LakeOrangeDr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON• 34,328 / T54 / EJAC I Cust. R R8975 JRef• 1 Wa789750079 9A6/9A7 .258MB/258TB ,R/01 Oly 11 FROM• PFH DrviNo. 107 18 1146 42465 Truss Label: EA KD / DF 04/17/2018 12 6 F7- C 2X4(A1) 9'8"11 M 00 9'411 D 811 1' 811 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 Pg, NA Ct: NA CAT NA PP Deflection in loc Udefl U# TCDL: 17 00 Speed: 150 mph Pf• NA Ce: NA VERT(LL) NA BCLL: 0.00 Enclosure: Closed Lu. NA Cs NA VERT(fL): NA BCDL. 1000 Risk Category II Snow Duration: NA HORZ(LL): -0.000 D Des Ld 47.00 EXP. C Mean Height: 15.00 R HORZ(fL): 0.000 C NCBCLL 10.00 TCDL. 4.2 psi Code / Misc Criteria Creep Factor: 2 0 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 61h ed 201 Max TC CSI: 0.170 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI 0022 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used. Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration 160 WAVE VIEW Ver. 17.02.02A.1213.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. S F o ' o. 648 Q SS DNAL E 0 278 y' ur>rx wwu w,K+ 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 217 /84 /215 /- /31 /7.0 D -14 /19 /15 /- /- /15 C -60 /72 /38 / • / • /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabncatin ht1 ndlin , shippm installing, and braclnp Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, byY TPI an CA) f r saflety ractices prior to perfo ming these functions. Installers shall provide terhporaryperBCSI., Unless not by chord shall have pro attached structural sheathing and bottom hord $hall hav a pro2erlydnaqidceillnLocationsshownforermanentlateralrestrantofwebsshallhavebraaGninstalledperBGIcoons ¢3, 7 or 810, icatsle. Applgy prates to each face otPtruss and position as shown above and on the Jomt9Detads, unless noteotherwise. Refer to Is 160A -Z for standard plate positions. a d5thl. sion of ITW BUddding ompon ntSS Gre y Inc. shall not be respponsiple for any deviation from this drawin a failure to build the cgrmance with ANSIIf(nor handluP shipping, mstallatibn and bracing of trussesA eat on this dr w X or cover page , thtrang indicates acceptance of proTesslonar en in Bring responslblliltyv solelyor the desiig n shov3n. The suiTabrtrty drawing for any structure is the responsibilit o the Building De5lgfSer pe7ANSIlfPI 1 Sbc.2. ALPINEINE M11nYCDMINn' 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number. N330074 Py. 1 SEON: 46254 / T56 / EJAC I Cush R R8975 JRet: 1 Wa789750079 9A6/9A7 .258MB/258TB ,R/Ot 011y: 9 FROM: PFH DrwNo* 107.18.1146 42496 Truss Label: EJ1A KD / DF 04/17/2018 N. Loading Criteria (psr) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL: 000 Enclosure: Closed BCDL: 1000 Risk Category: II Des Ld 4700 EXP C Code / Misc Criteria Mean Height: 20.61 ft NCBCLL 10.00 TCDL 4 2 psf Soffit: 0.00 BCDL. 5 0 psi Load Duration 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Plate Type(s), Loc. from endwall: Any WAVE GCpi• 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. WARNING" REAI IMPORTANT" FURNISH THIS Of vl i, or for r acceptance any structure 4X4(61) 81' 8" T I 20'8"12 co to0 20'1"14 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct. NA CAT- NA PP Deflection In loc Udell U# Pf: NA Ce NA VERT(LL) NA Lu. NA Cs' NA VERT(TL): NA Snow Duration. NA HORZ(LL): -0.000 C HORZ(TL): 0.001 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.183 TPI Std: 2014 Max BC CSI. 0022 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s), WAVE VIEW Ver: 17.02.02A 1213 21 NATE OF 9 OR O .,.\ 0 278 ° SIO AL nitbntuwuw 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /83 /189 /- /39 /40 D 5 /10 /12 /- /- /1.5 C 43 /55 /32 /• /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# ALL CONTRACTORS INCLUDING THE INSTALLERS installing.and bracin Refer to and follow the latest edition of BCSI (Buildingiracticespriortoperlomingthesefunctions. Installers shall provide terhporarryy e properly attache structural sheathingg and bottom hord shall hav a properlyestrmtfwebssallhavebraactngnstalledprBCIsecoons93, 7 or 910 as shown above and on the Joinl etalls, unless noted otherwise Refer to II not be res on for any deviation from this drawing ap failure to build the I , Inst Ilatlon and bracing of trussesA seal on this drOwi or cover pag rr en insering responstbllU soV for the design shov3n. The suitabilityibllitofthe9uildingDesigrSerpeANS1Sec.2. 4LPINE www.elpmeitw Com, TPI www tpmst.orp, SBCA' www sbcundustry.com, ICC' www =af ALPINENE m rrwcanNw 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 q Job Number: N330074 Py: 1 SEON. 46255 / 714 / JACK Cust* R R8975 JRef• 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oty. 2 IFROM.RDG DrwNo 107.18.1146 42184 Truss Label: CJS KD / DF 04/17/2018 C 12 6 M TCLL 2000 Wind Std: ASCE 7-10 o u-) BCLL. 0.00 N C, Risk Category: 11 Des Ld' 47.00 EXP- C B Mean Height: 15.00 it NCBCLL: 1000 M T A D Load Duration 1 25 1' 5' 5' Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL. 0.00 Enclosure Closed BCDL. 10.00 Risk Category: 11 Des Ld' 47.00 EXP- C Mean Height: 15.00 it NCBCLL: 1000 TCDL' 4.2 psf Soffit: 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a. 3.00 it Loc from endwall not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (P9,P1 in PSF) Pg NA Cl: NA CAT W Pf NA Ce: NA Lu. NA Cs: NA Snow Duration. NA Code / Mist Criteria Bldg Code: FBC 6th.ed TPI Std- 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deff/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(fL). NA HORZ(LL) 0 006 D HORZ(TL): 0.013 D Creep Factor, 2.0 Max TC CSI: 0.435 Max BC CSI 0294 Max Web CSI: 0.000 VIEW Ver: 17.02 02A 1213.21 a _STATE OF ; Q E+ •••......•• 10NO0278 krrtrtlnatlottw+"' 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 341 /77 /279 /• /114 /8.0 D 95 /9 /72 /• /• /15 C 165 /79 /105 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg, shi pin installing,and bracing. Refer to and follow the latest edition of SCSI (BuildingtSfetyInformation, by TPI and SBCA) ibr sa>pety {ractices prior to performing these functions. Installers shall provide temporaryBSIUnlessnotedothenvise,top chord shall have pro2erN attached structural sheathing and bottom chord shall have a progerl aid ceilin Locations shown for ermanent lateral restraint 5f webs shall hav bracin ins lied p r BCSI secoons 133, 137 or B10y fte Apply GGlatees to ach face o truss and position as shown above and on tI a Joinl9Details, unless noted otherwise Refer to 60A•Z for s antlard pefate positions. a division of any L" for any deviation from this dr wing an failure to build the acinp of trussesA eat on this dr wiXg or cover pa e , ornsibflity sole_o the desi jc n shov7n. The suitability TPI: www A ILPNE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON. 46256 / T25 / JACK Cusl: R R8975 JRef. 1 Wa789750079 9A6/9A7 :l58MB/258TB,R/01 Oly. 2 FROM. RDG DrwNo' 107 18.1146.42293 Truss Label: CJ54 KD / DF 04/17/2018 19 C 2X4(A1) Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std, ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 1000 Risk Category II Des Ld 47.00 EXP C Code / Misc Criteria Mean Height 15 00 ft NCBCLL. 10.00 TCDL 4 2 psf Soffit' 0.00 BCDL: 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 ft Plate Type(s): Loc. from endwall: not in 4 50 It WAVE GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131IN3.0", min toe -nails at bottom chord. 51 41 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL) NA Lu* NA Cs: NA VERT(TL) NA Snow Duration, NA HORZ(LL): 0 006 D HORZ( L): 0.014 D Code / Misc Criteria Creep Factor, 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.403 TPI Std. 2014 Max BC CSI: 0 286 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT-20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A 1213.21 opfA-tst O.''JY° ATE pc•e''4 OR,pP.••`C' 0 278 S ONAI !oaqr„ntMa,ttuut`' 04/18/2018 TU'). ih 11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 333 /92 /263 /• /76 /8.0 D 94 /9 /71 /- /- /1.5 C 158 /67 /91 /• /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes requiT• re extreme care In fabricatin hh ndlln shinpin installing and bracing.Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI an CA) for safety ractices prior to perfoing these functions Installers shall provide temporarryy bracingg per BCSI., Unless noted othervnse,top chord shall have proaerlYY attached structural sheathing and bottomr hord shall hav a propperl attach rI Qid ceilln .Locations shown for rmanent IatQral restraint pi webs shall have breeclnao Installed er Bc l tions 133, 7 or 1317 as appllcarge. Apg y plates to each face oftrruss and position as shown above and on the JoinfDetails, unless note otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alppine, a division of ITW B itddl1ng CCompon nts Gr u In shall not be re pponslble for any deviation from this drawin ap failure to build the mrr7c rN,rtrussmconformancewith NSI fPI 1, or or handling s iippmq, mstallaUbn and bracing of trussesA geat on thI drowrXg or cover page 2400 Lake Orange DrlistingthisdrawinggindicatesacceptanceofpnroTessiionarrenineerinqresponsibilityvsolelyvforthedespnshown. The suitabilityandirseofthisaiawingforanystructureis [he responsibility 01 the Building DesigiSe perANSIlrPI 1 Sbc.2. Suite t50 For more mrormaeon see this' b's eneral notes a e end these web sites ALPINE: www al meow cora TPI: www t lost w ; SBCA: www sbundlrst com; ICC: www ictsare.or Ovando FL, 32837 Job Number: N330074 Ply 1 SEQN. 46257/ T33 / JACK Cush R R8975 JRef• 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 OIy 9 FROM• RDG DrwNo, 107.18.1146.42325 Truss Label: CJ5A KD / OF 04/17/2018 Loading Criteria (psf) TCLL: 20.00 TCDL, 17.00 BCLL 0.00 BCDL* 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soft. 000 Load Duration: 1.25 Spacing: 24.0 " T 6`6 1 C Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.69 It TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4 50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131`0 0", min. toe -nails at bottom chord. a Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu. NA Cs- NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW ALL IMPORTANT•• FURNISH THIS DRAWING TO ALL C and as 5' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL) NA HORZ(LL)--0.006 C HORZ(TL). 0 010 D Creep Factor: 2.0 Max TC CSI: 0.489 Max BC CSI 0 306 Max Web CSI. 0 000 VIEW Ver. 17 02.02A.1213.21 ATE Q OR\9 N ALao278ONAL i! vkZN 04/18/2018 " r"""'w Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 / 108 / 274 / - /147 /4.0 D 97 /10 /74 /- /- /15 C 174 /117 /103 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions Installers shall provide temporary leathm9g and bottom hord shall have a progeryinqnstalledprBC`Isections B3, B7 or 810 int9[etails, unless noted otherwise. Refer to his drewmp an , failure to build the on this drawing or cover page tsdesi r n shown. The suitability A IPLNE ANWC rN+r 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON: 46258/ T43 / JACK Cust. R R8975 JRel: 1 Wa789750079 9A6/9A7 .258MB/258TB .R/01 Oty, 1 FROM. RDG DrwNo 107.18.1146.42310 Truss Label: CJ5S KD / DF 04/17/2018 Loading Criteria (psf) TCLL: 20.00 TCDL* 1700 BCLL: 000 BCDL: 10.00 Des Ld. 4700 NCBCLL: 10.00 Soffit. 000 Load Duration: 1.25 Spacing: 24.0 " T V'6 I B 4X4(81) Wind Criteria Wind Std, ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height. 21.94 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a• 3.00 0 Loc. from endwall• not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pt in PSF) Pg: NA CI NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT•20(0)/10(0) Plate Type(s) WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL):-0.007 B HORZ(TL) 0.013 C Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSP 0.316 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 0% TATE OF ; ate ••,cC P•c. moo s, ''••-••'' 0 278 0 04/18/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /63 /183 /- /123 /- C 99 /12 /77 /• /- /15 B 180 /122 /109 /- /- /1.5 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = - B Min Big Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9qi a extreme care in fabricating h ndlin shi pin installing and bracing. ,Refer to and fellow the latest edition of BCSI (BuildingfSafetyInformation, by TPI and S CA) f r safety radices pnor to performing these functions. Installers shall provide terhporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a properly aid ceiling. Locations shown for ermanent lateral restraint bf webs shall hav bracing ins 0.11ed per BC$I sections $3, 7 or 810, fle. Appy PPlat66s to each face, opiruss and position as shown above and on tfre JoinfDetails, unless not otherwise. Refer to 60A -Z for slanuard plate positions. of rt 1, or for r acceptance any structure ral notes page arw failure to build the orcover pa e n. The sui bility ALPINE ANITWO 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py. 1 SEON 46259/ T19 / JACK Cust. R R8975 JRel: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly. 2 FROM: LEG DrwNo: 107.18 1146 42200 Truss Label: CJ3 KM / DF 04/17/2018 C T CD Ln r Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Sid: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL' 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II Des Ld. 47.00 EXP: C Mean Height: 15.00 it NCBCLL: 1000 TCDL: 4.2 psi Soffit 000 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a• 3 00 it Loc. from endwall. Any GCpi: 0.18 VIEW Ver: 17 02 01A.1115.21WindDuration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"A3.0", min toe -nails at top chord. Provide (2) 0.131'X3.0", min. toe -nails at bottom chord. 3' 3, Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Pg. NA Cl: NA CAT, NA PP Deflection in loc Udell L/# Pf: NA Ce NA VERT(LL): NA Lu: NA Cs. NA VERT(TL): NA Snow Duration, NA HORZ(LL). 0.001 D HORZ(TL): 0.002 D Code I Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI. 0.188 TPI Sid: 2014 Max BC CSI: 0.097 Rep Factors Used: Yes Max Web CSI 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17 02 01A.1115.21 s • v /r.v. .. . C • J • c ? ATE : Q 0 278 ,, S'/QNAI 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 any these web sites as snown aoove ana on not be responsible for a Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 250 /61 /214 /- /75 /80 D 54 /4 /42 /- /- /15 C 90 /44 /54 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# INSTALLERS 3w the latest edition of BCSI Building 1s. Installers shall provide to poratndboeri2mhoredshallhavaproperly ed p I r BCI sd coons B3, 87 or 810, un ess note otherwise Refer to his drawing an failure to build the on than drBwiX or cover page e des*9 shown. The suitability ALNE mffwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON• 46260 / T55 / JACK Cust: R R8975 JRel: 1 Wa769750079 9A6/9A7,258MB/258T8 ,R/01 Oly. 1 FROM: RDG DrwNo. 107.18.1146.42309 Truss Label: CJ3S KD / DF 04/17/2018 T 6"6 i Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL. 10.00 Risk CategoryII Des Ld: 4700 EXP- C Code / Misc Criteria Mean Height 21 44 it NCBCLL: 10.00 TCDL 4.2 psf Soffit 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a: 3.00 it Plate Type(s): Loc from endwall: Any WAVE GCpr 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131'x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. more 12 B 4X4(B1) 3' 3' Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Pg: NA Ct NA CAT NA PP Deflection in loc Udell U# Pf: NA Ce NA VERT(LL)- NA Lu' NA Cs' NA VERT(TL) NA Snow Duration: NA HORZ(LL)- -0 002 B HORZ(TL)- 0.003 C Code / Misc Criteria Creep Factor 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI, 0 296 TPI Std, 2014 Max BC CSI 0 117 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A 1213.21 ATE Al 278 IL -4NA 04/18/2018 0 0 V Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 151 /35 /110 /- /72 /- C 58 /6 /45 /- /- /1.5 B 108 /73 /66 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in falvicatin h ndling, ship g installing and bracing Refer to and follow the latest edition of SCSI (BuildingISafeInformation, by Plan 'S CA for safe Practices prior to perfo ming these functions. Installers shall provide terhporary BCSI. Unless noted o7herwise,top chord shall have properly attached structural shgathin9 and bottom hord shall have a progerl fleAdinq. latesito saehashown foro tnissaandt latgral restraint bf webs shall hay bragnst installed pgr BC I sections $3, B7 or B10y ppTy p e position as shown above and on lie JoinfDetails, un ess noted othervwse Refer to 60A -Z for standard plate positions. a division of any failure to build the 1 or cover p n. The suai ility A IPLNE 4"""' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py: 1 SEON: 46261 / T27 /JACK I Cust. R R8975 JRef: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly 2 FROM: RDG DrwNo: 107.18.1146.42339 Truss Label: CJ34 KD / DF 04/17/2018 12 4 F::7- C A D 3' 3' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT- NA PP Deflection in loc Udell L/# TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL' 0.00 Enclosure Closed Lu NA Cs: NA VERT(TL)- NA BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL): 0.001 D Des Ld. 47.00 EXP: CMeanHeight: 15.00 tt HORZ(TL) 0 002 D - - NCBCLL: 10.00 TCDL: 4.2 psi Code I Misc Criteria Creep Factor: 2.0 Soffit: 000 BCDL 5 0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.161 Load Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std' 2014 Max BC CSI 0 090 Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI 0.000 Loc. from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s): VIEW Ver 17 02 02A.1213.21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131N3.0", min. toe -nails at top chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. mS 4;:n- J ATE S......• v 40 278 'ti,,1, S'/ANAL iG`_,,®`t g' 04/18/20)8 TTN 7' Irm, ih ti Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 244 /71 /201 /- /50 /80 D 53 /4 /40 /- /- /15 C 85 /36 /47 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin shi pin installing.and bracing. Refer to and follow the latest edition of BCSI (Buildin99 Component Safety Information, by. TPI an S CA) f$r safety ractices prior to performing these functions. Installers shall provide temporary _ brach per BCSI. Unless noted oulerwise,top chord shall have properlyy attached structural sheathing and bot%% hord shall have a prole attach d ri id ceilm . Locations shown for ermanent lateral restraint Of webs shall havebracing Installed p r Bc l sections ¢3, 137 or 810Y as app icarne. Ap toy Plates to each face ofpiruss and position as shown above and on lte JoinrDetails, unless not otherwise. Refer to drawings 160A -Z fgr standard plate positions ALPINE Alpping, a division of ITW ByIIdd11nc Compon ntS GrouD In .shall not be responslple for any deviation from this Brewing an failure to build the r " rOgs n conformance with AfJ51/TPI 1, or (nor handbrs s ippin , inst Ilatidn and bracing q( truss sA peal on thI drawiX or cover pa a 2400 Lake Orange Dr. Istrng this drawin indicates acceptance of 61%esslona en veering responsibllit so el for the de's n sho n. The sui bility 9andOseofthis rawing for any structure is me responsibilit o f the Building Desiglter pe%ANSUTPI 1 Sbc.2. Suite 150 For more information see this jotVs general notes page and these web soles, ALPINE* www.al medw com. TPI. www.t inst org: SBCA: www.sbandustryxom, ICC www iccaafe.org Orlando FL, 32837 Job Number, N330074 Ply. 1 SEON. 46262 / T38 / JACK Cust• R R8975 JRef. 1 Wa789750079 9A6/9A7. 258MB/258TB,R/Ot Oily 9 FROM: RDG DnvNo: 107 18 1146 42215 Truss Label: CJ3A KD / DF 04/17/2018 T C Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std. ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL 1000 Risk Category: II Des Ld: 47.00 EXP: C Code I Misc Criteria Mean Height: 21.1911 NCBCLL: 1000 TCDL, 4 2 psf Soffit 0.00 BCDL 5.0 psi Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 It Plate Type(s): Loc from endwall: Any WAVE GCpi 018 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord Provide (2) 0 131'X3.0", min. toe -nails at bottom chord 3' 3' it Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Pg: NA CI NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL): NA Lu. NA Cs: NA VERT(TL)- NA Snow Duration: NA HORZ(LL) -0.001 C HORZ(TL): 0.001 C Code I Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI- 0.266 TPI Std 2014 Max BC CSI. 0.101 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A 1213 21 ATE pc•..,cC OR,1pP,.%mak, k0 278 4/QNAL 04/18/2018 _ WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS to Of Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 82 /208 / - /96 /4.0 D 56 /4 /43 /- /- /15 C 97 /67 /54 /- /• /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# caoie r p ry tar s l0 eacn race or truss ano position as snown aoove ano on the Joint Uetall5, 11r11E55 Holed OdlefWlSe. Refer toIs160A -Z I r s an and plate positions. a division of ITW B itddl1ngC ompon ntss GrouD In shall not be regponsible for any deviation from this drawin a failure to build thecgnformancewith NSIrfPI 1, or or handlers s iipping, installation and bracing of,trussesA seal on this dr w Xg or cover pa e , This drawlnq indicates acceptance of pro7essronaf engineering responsibilittyy solelyY for the design shovTn. The suitabilityeofthisdrawingoranystructureistheresponsibilityoftheBuildingDesigiSerperANSIITPI1qc.2. ALPINE MRWO Nn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py1 SEQN- 46263 / T20 / JACK Cusr R R8975 JRef- 1 Wa789750079 9A6/9A7 258MB/258TB ,R/01 Qty: 2 FROM• RDG DrwNo: 107.18.1146 42371 Truss Label: CA KD / DF 04/17/2018 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std, ASCE 7-10 TCDL. 17.00 Speed 150 mph BCLL 0.00 Enclosure, Closed BCDL: 1000 Risk Category II Des Des Ld 47.00D EXP. C Lu: NA Cs NA Mean Height 15 00 ft 10 00 TCDL: 4.2 psf Soffit 0.00 BCDL' 5.0 psf Load Duration* 1.25 MWFRS Parallel Dist- 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 It TPI Std, 2014 Loc. from endwall. Any Rep Factors Used: Yes GCpi: 0.1 B FT/RT:20(0)/10(0) Wind Duration 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0", min toe -nails at top chord Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. 12 6 F7- C B _ F M O A - D 2X4(A1) o'; ATE :'Q C OR00140.000.0 ao 27 'k` S, r01VA1,N1`' 04/18/2018 n L0 r 11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /8.0 D 9 /10 /14 /• /- /1.5 C -15 /29 /21 /- /- /1.5 Wind reactions based on MWFRS B Mtn Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re9uire extreme care in fabricating, handlingg, shi pin insialling,and bracin Refer to and follow the latest editiqn of BCSI (BuildingnenfSafetyInformation, b,r TPI and SBCA) for sa>pety radices prior to pertolgming these functions. Installers shall provide temporaryperSCSI. Unless noted o0wise,top chord shall have proper% attached structural sheathing and bottom hord shall have a proper'y 0 raid ceilin . Locations shown for ermanent lateral restrxint bf webs shall have braan ins lied per BC I sections B3, B7 or B10Y carne. Appy PPlatees to each face ofptruss and position as shown above and on the Joint9Details, unless not otherwise. Refer to Is 16OA-Z for stanuard plate positions a division of ITW B 11naCompon nt Grou In shall rpt be responsible for any deviation from this dr vimp ap failure to build theconlormanqwith %51/TPI tpor orian plug s lippmq, mstallabon and bracing of,trussgsA eal on th s dr8wrXq or cover page, this drawing indica es acce lance of ro esslona engineering responsrbilrttyv so elor the desi n shown. The sui b11ttyeofthisFawingoranysructureisaresponsibilityoftheBuildingDesiglferDeANSIlfPI1S$c.2. A IPLNE A"MCu+w+rr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 1' 1' Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria Pg. NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Pf• NA Ce NA VERT(LL) NA Lu: NA Cs NA VERT(TL)' NA Snow Duration: NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor, 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.171 TPI Std, 2014 Max BC CSI 0.022 Rep Factors Used: Yes Max Web CSI. 0 000 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17 02.02A.1213 21 o'; ATE :'Q C OR00140.000.0 ao 27 'k` S, r01VA1,N1`' 04/18/2018 n L0 r 11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /8.0 D 9 /10 /14 /• /- /1.5 C -15 /29 /21 /- /- /1.5 Wind reactions based on MWFRS B Mtn Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re9uire extreme care in fabricating, handlingg, shi pin insialling,and bracin Refer to and follow the latest editiqn of BCSI (BuildingnenfSafetyInformation, b,r TPI and SBCA) for sa>pety radices prior to pertolgming these functions. Installers shall provide temporaryperSCSI. Unless noted o0wise,top chord shall have proper% attached structural sheathing and bottom hord shall have a proper'y 0 raid ceilin . Locations shown for ermanent lateral restrxint bf webs shall have braan ins lied per BC I sections B3, B7 or B10Y carne. Appy PPlatees to each face ofptruss and position as shown above and on the Joint9Details, unless not otherwise. Refer to Is 16OA-Z for stanuard plate positions a division of ITW B 11naCompon nt Grou In shall rpt be responsible for any deviation from this dr vimp ap failure to build theconlormanqwith %51/TPI tpor orian plug s lippmq, mstallabon and bracing of,trussgsA eal on th s dr8wrXq or cover page, this drawing indica es acce lance of ro esslona engineering responsrbilrttyv so elor the desi n shown. The sui b11ttyeofthisFawingoranysructureisaresponsibilityoftheBuildingDesiglferDeANSIlfPI1S$c.2. A IPLNE A"MCu+w+rr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py. 1 SEON• 46264 / T28 /JACK I Cust• R R8975 JRef: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly. 2 FROM: RDG DrvNo: 107.18.1146 42262 Truss Label: CJ14 I I KD / DF 04/17/2018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 000 Enclosure: Closed BCDL. 1000 Risk Category: II Des Ld 47.00 EXP C Lu: NA Cs. NA Mean Height. 15 00 It NCBCLL 10 00 TCDL. 4.2 list Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a, 3 00 it TPI Std: 2014 Loc. from endwall Any Rep Factors Used: Yes GCpi 0 18 FT/RT 20(0)/10(0) Wind Duration, 1.60 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3.0", min toe -nails at bottom chord. 12 4 F- C 6 to A D 2X4(A1) o ATE ••: r •. ,C ORS.•• • ao 278 ' OIVALt 04/182018 1 1-1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 189 /85 /172 /- /25 /8.0 D 8 /10 /15 /• /- /1.5 C -15 /25 /22 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quiT• re extreme care in fabricating, h ndlin9 shiupin insialling.and bracin . Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, byY TPI anS CA) r8) sa ety radices prior to performing these functions. Installers shall provide temporary B SI. Unless noted olherwise,top chord shall have pro er% attached structural shpathing and bottom Chord shall have a prover id ceilin . Locations shown for aermanent lateral restraint bf webs shall haw braauna installed p r BCI sections 133, 137 or 131e _ Appy plates to each face of truss and position as shown above and on tfle Joinl9Details. unless notetl otherwise. Defer to 11Grpup In%.shall not be response le for any r hanUlirf shluping, Instpllatlbn and bracing e of pAro essionaf en ineerin regponsib re Is the responsibility of the Building Des and Nese web silos, ALPINE www aipineitw com, TPI* failure to build the 1 or cover pa n. The sui ility ALPINENE wnwmwvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 1' 1 1r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct, NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL)- NA Lu: NA Cs. NA VERT(TL)' NA Snow Duration NA HORZ(LL)- 0.000 D HORZ(fL). 0 000 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI. 0.159 TPI Std: 2014 Max BC CSI, 0.021 Rep Factors Used: Yes Max Web CSI 0.000 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.02A.1213.21 o ATE ••: r •. ,C ORS.•• • ao 278 ' OIVALt 04/182018 1 1-1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 189 /85 /172 /- /25 /8.0 D 8 /10 /15 /• /- /1.5 C -15 /25 /22 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quiT• re extreme care in fabricating, h ndlin9 shiupin insialling.and bracin . Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, byY TPI anS CA) r8) sa ety radices prior to performing these functions. Installers shall provide temporary B SI. Unless noted olherwise,top chord shall have pro er% attached structural shpathing and bottom Chord shall have a prover id ceilin . Locations shown for aermanent lateral restraint bf webs shall haw braauna installed p r BCI sections 133, 137 or 131e _ Appy plates to each face of truss and position as shown above and on tfle Joinl9Details. unless notetl otherwise. Defer to 11Grpup In%.shall not be response le for any r hanUlirf shluping, Instpllatlbn and bracing e of pAro essionaf en ineerin regponsib re Is the responsibility of the Building Des and Nese web silos, ALPINE www aipineitw com, TPI* failure to build the 1 or cover pa n. The sui ility ALPINENE wnwmwvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Py. 1 SEON: 46265/ T39 /JACK Cust- R R8975 JRef• 1 Wa789750079 9A6/9A7,258MB/258TB ,R/OI Qty: 12 FROM. RDG DrwNo' 107 18 1146.42403 Truss Label: CJ1A KD / DF 04/17/2018 12 6 F7- C B T T co to C) 6"6 A COOD Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL: 1000 Des Ld 47.00 NCBCLL: 10 00 Soffit 0.00 Load Duration. 1 25 Spacing 24 0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.69 it TCDL. 4 2 psf BCDL. 5 0 psi MWFRS Parallel Dist, 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall. Any GCpi: 0.18 Wind Duration: 160 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131'x3 0", min. toe -nails at bottom chord 4X4(61) 1' 1 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce- NA VERT(LL). NA Lu. NA Cs: NA VERT(TL): NA Snow Duration, NA HORZ(LL): •0.000 C HORZ(TL) 0 001 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.183 TPI Std. 2014 Max BC CSI 0 020 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT:20(0)/10(0) Plate Type(s), VIEW Ver: 17.02.02A 1213.21WAVE p,•.•• OROP•` o 278NAI N 04/18 ) 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 181 /71 /172 /• /47 /4.0 D 14 /5 /14 /- /- /1.5 C -6 /22 /18 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safety extreme care in fabricating h ndlm99 shippin ingtallmg.and bracin Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and S CA) fb safety Rractices prior to performing these functions. Installers shall provide terbporary BCSI. Unless noted otherwise,top chord shall have pro attached structural sheathing and bottortl chord shall hav€ a progenyIrdceilin . Locations shown forpermanent lateral restraint bf webs shall have br cinq mslalled per BCSI sections 133, 137 or B10Ye. App y Dfates to each face otPtruss and positron as shown above and on the JoinrDetails, unless noteG otherwise. Refer to 6OA-Z for standard plate positrons. of rl NI 1, or for h racce tante any structure his dr wing an failure to build the on th s drawiXgor cover pa e iesdesiXc n shown. The suitability ALPINE O.WMIY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330074 Ply 1 SEON: 46266 / T65 / JACK Cust. R R8975 JRef• 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM. RDG DrwNo: 107.18.1146.42418 Truss Label: CJ1S KD / DF 04/17/2018 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 000 Enclosure. Closed BCDL: 10.00 Risk Category: II Des Ld: 47.00 EXP. C Code I Misc Criteria Mean Height: 20.94 R NCBCLL: 10.00 TCDL: 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a: 3 00 it Plate Type(s): Loc. from endwall: Any WAVE GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord IMPORTANT" FURNISH THIS Alpine, a division of ITW BUi ild11'nlCCompon nt< truss in conformance with AN51/ PI 1, or or ) listing this drawin indicates acceptance and ise of this rawing for any structure 12 6 4X4(61) 20'10"12 20'1"14 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(TL) NA Snow Duration. NA HORZ(LL). -0 000 B HORZ(TL)' 0 000 B Code I Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 031 TPI Sid: 2014 Max BC CSI: 0.009 Rep Factors Used, Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A 1213.21 7t * ATE per, '•- , ORS eG..•\ ems V+ Oa0278 ',,,, IUAI prxrwwttw l[® 04/18/2018 LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI(Building Installers shall provide terhporarryy bolt2m hord shall have a properl p8r BCIs ecoons $3, 137 or B10Y Lin? noted otherwise. kefer to For more information see this job's general notes page an Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 54 /7 /38 /- /22 /- C 18 /2 /14 /- /- /1.5 B 34 /25 /21 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# failure to build the I or cover pae , n. The suitability ALPINENE m rrwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330074 Ply: 2 SEON: 46267/ T70 /FLAT I Cusp RR8975 JRef: 1Wa789750079 9A6/9A7 .258MB/258TB ,R10I Qty: 1 FROM. RDG DrwNo 107.18.1146 41638 Truss Label: FG1 KM / WHK 04/17/2018 2 Complete Trusses Required 2 3"15 20',10"1 1'10"15 I--1 5" i 4'4"14 , 6'6"5 , 8'6"12 , 10'4"5 12'1" 1g 14'5"14 16'6"l 18'6"1 20'5"1 , 5 5 2'0"15 2.1„7 2,0„7 1.9„g I- 1,g„g -T 24 -f- 2,D„2 -I- 2, -I- 111,. -, 4X10 5X10 =_4X8 T1 = 6X12 =8X8 =010 =4X12 =6X6 = 6X6 = 5X10 A B C D E F G H I T3 J K 1l 7'11"9 i 12'6"9 2'0"7 2'07 1'11"15 1'11"15 27-9 27'9 1'11"1 2'0"2 2'0"8 2'3"8 2'0"7 i 4'0"14 i 6'0"13 i 8'9'12T 10'4"5 12'6"14 T 14'5"1+ 166"1+ 18'6"9+ 20'10"1; Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Std: NA TCDL 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL, 5.00 Category NA Des Ld: 5500 EXP. NA 1-1 Mean Height: NA ft NCBCLL 0.00 TCDL NA psf Soffit, 2.00 BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist, NA Spacing 24 0 " C&C Dist a: NA It I -N Loc. from endwall: NA D - Ft I: NA GCpi: NA J- M Wind Duration. NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x6 SP 2400f -2.0E. T3 2x4 SP 24001-2.OE- Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE: Webs 2x4 SP #3.W6, W7, W8, W12, W20 2x4 SP #2 N. W9 2x6 SP #2 N: WIO, W19 2x4 SP 24001-2 OE: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2 75" o.c Bot Chord: 1 Row @12.00" o.c Webs . 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting Plating Notes All plates are 4X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30-0-0 span to TC one face and 2-0-0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: N) Pf NA Ce NA Lu: NA Cs NA Snow Duration. NA Code I Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0178 O 844 360 VERT(TL): 0.312 O 614 240 HORZ(LL)- 0.013 G - - HORZ(TL): 0.018 G Creep Factor. 2 0 Max TC CSI 0 773 Max BC CSI: 0.904 Max Web CSI 0.608 VIEW Ver: 17 02 01A.1115 21 Brg blocks'0.128"x3" nails brg x•loc #blocks length/blk #nailsNk wall plate 2 8 124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information Additional Notes Truss must be installed as shown with top chord up. o • ATE 61F *"4r" c ••4 OR • ao 278 y:,s„ONAL „•1i 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W V 2251 /45 /- /0 /- /5.7 R 11451/- /- /1 /- /4.0 L 4469 /- /- /- /- /3.0 V Min Brg Width Req = 1.5 R Min Brg Width Req = - L Min Brg Width Req = 1.9 Bearings V, R, 8 L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 67 -542 G - H 0 -3335 C - D 1883 92 H-1 0 - 45W D- E 5495 0 1-1 0- 4542 E- F 520 22 J- K 0 -4550 F - G 520 22 I -N 0 -545 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp U -T 760 -81 P -O 5186 0 S -R 66-2711 O -N 5186 0 R- O 0- 8001 N- M 4542 0 O - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A-V 20 -716 F -O 0 -689 A- U 597 -74 O- G 0- 3980 U - B 49 -748 G -P 1010 0 B - T 47 -621 P - H 0 -2069 C - S 0 -2282 H - N 72 -714 S -D 1161 0 I -N 0 -545 D - Ft 0- 3780 J- M 0 -1163 R- E 0- 3463 M- K 4890 0 E-0 3925 0 K- L 0- 2346 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlin shi pin installing,and brawn Refer to and follow the latest edition of BCSI (IBuildingComponentSafeyInformation, byY TPI ane'S CA) f satpety ractices prior to perto ming these functions. Installers shall provide tehlpora bracin Per BCSI., Unless noted olherwise,top chord shall have pro attached structural sheathing and boltvn hord shall hav a pro e r yattachdriAi . ceilln Locations shown for ermanent lat6ral restraint bf webs shall hav bracing insc#Iled p r BC I sections $3, 7 or 10, as app ca Appy Plat s to each face oftruss an u position as shown above and on tI a JoinrDetails, ungess noted otherwise Refer to drawings 160A -Z for standard plate positions. ALPINEAlping, a division of ITW Btt rild'ng CCompongnts Grpup In shall not be responslple for any deviation from this drpwing,an failure to build the µ,,,,,ms,. truss in conformance with P N I PI 1, or for handllrfS shippinsl, Inslallatldn and brawng of trussesA eal on ihrs drawir5g or cover pageOrane 2ao0lakaDr. listing this drawin indicates acceptance of proTessionaf en ineerinq re ponsibilit r solery >or the design shown. The suiTability g and use of this rawing for any structure is the responsibilit of the Bufld ng DesigrSer pefANSIITPI 1 Sec.2. Suite 150 For more mrormalion see this ob's neral notes a entl iAese web sdes• ALPINE: www al meirw com, TPI www.t 'nsi.or ; SBCA www abundus .com, ICC www.ittsale.or Orlando L. Job Number: N330074 9A6/9A7 ,258MB/258TB ,R101 Truss Label: FTI 8'1"8 8'1"8 t t 2,6~ --}-- 2,6~12 --1-- 2,6~12 --{ TYP) 06 1.5X3 =4X4 = W=3X4 A B C D E TZLIN 1 XZ + X W V U T S 15X3 =4X6 =04 1111.5X3 1111.5X3 Py. 1I SEON: 46268 / T17 / SY42 I Cusl' R R8975 JReI. 1 Wa789750079 Oly' 9 FROM: PFH DrwNo' 107 18.1146.42590 KD / DF 04/17/2018 10'6"10 18'8"10 2'5" 2 87~ 18'8"10 76"12 --{-- 2-6-12 --1 FS'I 3X3 04 11106 F G H I JK T1os~ T\ Z "IN7 P R OP 0 N M L 1111.5X3 1111.5X3 =4X4 =06 1111.5X3 W=3X6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Cl NA CAT: NA PP Deflection In loc Udell L/# Loc R /U / Rw / Rh / RL /W TCDL 10.00 Speed. NA mph Pf NA Ce, NA VERT(LL): 0.233 R 939 360 X 1030 / - / • / • / - /7.3 BCLL: 0.00 Enclosure. NA Lu: NA Cs' NA VERT(TL): 0.506 F 602 240 J 1013 / - / • I - / - /3.0 BCDL' 5.00 Category: NA Snow Duration. NA HORZ(LL) 0 039 M - - X Min Brg Width Req = 1 5 Des Ld: 55.00 EXP. NA HORZ(TL): 0.062 B J Min Brg Width Req = 1.5 Mean Height: NA H BearingsNCBCLL: 10.00 Code / Misc Criteria Creep Factor, 2.0 X & J are a ngtd surface. TCDL: NA psi Bearing X requires a seat lacSoffit: 2.00 BCDL: NA psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.874 9 eQ plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.997 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used. Yes Max Web CSI: 0.605 Loc from endwall: NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens Comp. Wind Duration. NA WAVE VIEW Ver: 17.02.02A.1213 21 A - B 0-723 F - G 0 -2720 Lumber B - C 0 -1916 G -H 0 -2037 C- D 0- 2669 H- I 0 •786 Value Set: 13B (Effective 6/1/2013) D - E 0 •2669 I - J 0 - 850 Top chord 02 SP #2 N 72 4x2 SP #1: E - F 0 -2927 Bot chord 4x2 SP #1 .132 4x2 SP #2 N: Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp Chords Tens Comp. approved 1/30/2013 by ALSC W- V 1435 0 R-0 2927 0 Plating Notes V• U 2398 0 O- P 2474 0 All plates are 3X4 except as noted. U - T 2398 0 P-0 2474 0 T• S 2925 0 O- N 2474 0 Additional Notes S- R 2927 0 N- M 1600 0 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3.10d Box or Maximum Web Forces Per Ply (Ibs) Gun nails (0.128"x3",min.). Strongback material to pfi Webs Tens.Comp. Webs Tens. Compbesuppliedbyerectioncontractor.r Truss must be installed as shown with top chord up. `7tJ r7 • I' S.,, A - X 0 •1008 F-0 11 •564 o J•,..•• y A- W 1151 0 O- G 447 0 W • B 0 -1131 G - N 0 -675 v • B- V 763 0 N- H 694 0 41 V -C 0 -744 H -M 0 •1190 Q• 648 C- T 471 0 M- J 1270 0 e T -E 0 -618 i Is ATE 0 278 .ONAI E 1, 04/18/2 18 rrmww WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses require qxtrepne care in•fabricating, hpndling, shipping, Installing and bracing. _ Refer to and follow the latest edition of BCSI (Building er owr vntess noteo outerwrse,top cnoro snap nave propera[Iacnea suuaural snealrnn ana ootto Hors snap nave a prolpe MO ceiling. Locations shown for rmanent lateral restraint f wpbs; shall havebracinaa Ins @fled p r B I sections 133, 67 or 61 Ica a Apply plates to each lace, o suss and position as shown above and on he JoinfDetalls, unless notes otherwise. Defer to ALPINEIs160A -Z for standard plate positions. ad ivtslon of ITW Bulldd1'n Compon nts Grppup In .shall npt be respponsible for any deviation from this dr wmp an failure to build the ,,m,,o,,, conformance with ANSI PI 1, or for handllr q s ilppmq, Installatldn and brawng 0f trussesA eal on this drBwiXp or cover pa e , , 2400 Lake Oran a Dr. this drawing indicates acceptance of proTesslonar en ineerin9 responsibility sole for the design shown. The suitability g e of this 6 awing for any structure is the responsibflit of the Building Desigrfer pe ANSIITPI 1 Sec.2. Suite 150 information see this sob's general notes Page and these web sites. ALPINE: www almnedw.com. TPP www tmnst oro• SRCA www.sbuedustm mm Irr -.tan', Orlando FL, 32837 Job Number: N330074 Py: 1 SEON. 46269 / T9 / SY42 Cust. R R8975 JRef, 1 Wa789750079 9A6/9A7 .258MB/258TB ,R/01 Oily. 1 IFROM.HMT DrwNo: 107.18.1146 41483 Truss Label, FT1A KM / WHK 04/17/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid. NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure. NA BCDL: 5.00 Category: NA Des Ld: 5500 EXP NA D Des d:: 10.00 Mean Height: NA it TCDL: NA psf Soffit 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing. 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration, NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 .B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =0.90 / Plate Dur Fac.=0.90) TC From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 pif at 1834 TC: 1550 Ib Conc. Load at 16.15 TC: 328 Ib Conc Load at 17.03 TC 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 18'5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) O- P Pg NA Cl: NA CAT- NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 1. / - / - / - 73 Lu' NA Cs. NA VERT(TL)' 0.382 D 877 240 2'6" —+— 2'6"12 2'6"12--{ 1 4 —6'i'— 2'6"12 --{-- 2'6"12 Snow Duration NA TYP) X Min Brg Width Req = 1 5 T- S 2633 c 06 L Min Big Width Req = 1.5 751 Code / Misc Criteria 15X3 =44 1111.E 3 a3F6 8 1112X 5X Bldg Code- FBC 61h ed 201 A13C D Bearing X requires a seat plate. G 1 T 10 Max BC CSI: 0.963 Rep Factors Used: Yes 1_ VN/ Maximum Top Chord Forces Per Py (Ibs) X W V U T S R O PO N MLra K Tens. Comp. 1.5X3 =4X6 =4X4 1111.5X3 1111.5X3 1111.5X3 4X6 11106 1112X4 W=3X6 1111 5X3 0 -2628 17715 1'2"10i Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid. NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure. NA BCDL: 5.00 Category: NA Des Ld: 5500 EXP NA D Des d:: 10.00 Mean Height: NA it TCDL: NA psf Soffit 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing. 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration, NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 .B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =0.90 / Plate Dur Fac.=0.90) TC From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 pif at 1834 TC: 1550 Ib Conc. Load at 16.15 TC: 328 Ib Conc Load at 17.03 TC 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 18'5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) O- P Pg NA Cl: NA CAT- NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 1. / - / - / - 73 Lu' NA Cs. NA VERT(TL)' 0.382 D 877 240 L 3174 /- / - / - / - 5.7 Snow Duration NA HORZ(LL): 0.027 B - X Min Brg Width Req = 1 5 T- S 2633 HORZ(TL) 0 045 L L Min Big Width Req = 1.5 751 Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. 0 Bldg Code- FBC 61h ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. R - O TPI Std: 2014 Max BC CSI: 0.963 Rep Factors Used: Yes Max Web CSI: 0 627 Members not listed have tortes less than 375# FT/RT:10(0) Maximum Top Chord Forces Per Py (Ibs) Chords Tens Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0-679 E - F 0 -2628 B -C 0 •1787 F -G 0 -2199 C -D 0 •2444 G -H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 P-0 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - O 2502 0 Maximum Web Forces Per Ply (Ibs) I f,.yy Webs Tens.Comp. Webs Tens Comp. j AI`s '/Lj A - X 0 -955 F-0 0 -477 OOV ••••• • ' e• %I A - W 1082 0 O - G 494 0 e•• ` e• W- B 0 -1061 G- N 0 -857 Ilk • B -V 6970 N -H 946 0 V- C 0- 676 H- L 0- 2428 Q, 648 C- T 396 0 L- I 0 -781 T- D 54 -486 I- K 396 0 R - F 539 -156 1, 01. VATE OF Qc y9a......... 4 0R`p.c,# y ss ONAt 0 278 Owe, lwttW lf 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handlingg, shi pin , installing and bracin .. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for sale ractices prior to performing these functions. Installers shall provide temporary _ bracin Der SCSI. Unless noted ovterwise,top chord shall have properly attached structural sheathing and bott2m chord shall have a pro2eil attach u r0ceiling. . Locations shown for ermanent lateral restraint bf webs shall have br cina installed p r SCI sections 133, 137 or B10yasappIcabteA%y rtes to ach face, ofptruss and position as shown above and on the Joint Details, unless notetl otherwise Refer to A LPI N Edrawings160A -Z for standard plate positions. Alpha, a division of ITW Bt1 rildl'n CComponQnis Grpup InC shall not be respoonsible for any daviation from this dr wing a(ty failure to build the ,,,,,„o„w,,tmissIncgnformancewithPNll PI 1, or for handliriSL shipping, Installation and bracing of trussesA SSeat on th s dr8wlrlq or cover page 2400 eLakOrange DrlistingthisdrawinindicatesacceptanceofpnroTessionafenineerinqresponsibilitty sole Ivv for the desi n shown. The suiCability 9 and fise of this iawing for any structure is [he responsibility of the Building Desigrfer peIANSIITPI 1 S$c.2. Suite t 50 For more mlwmauon see iMs oD's enerel notes a e and these web silos ALPINE. www at ineihv uxn, TPI www t insl or ;SBCA www sDundus .tom, ICC www iccsale.or Orlando FL, 32837 Job Numer: N330074 Ply, I SEQN: 46270 9A6/9A7 b258MB/258TB ,R/01 I Oty, 1 I FROM RDG / T71 / SY42 I KM No/ R 07. 8R 1 6.417/ 201850079 Truss Label: FT1G WHK t 811118 t 10'7"8 i 14'9" i 18'8"10 i t 8'1"8 T 26 4'1"8 2'6" —.+.— 2'6"12 --1-- 2,6"12 --{ f-- 2,6,.12 --' 31z r, FS,i TYP) 6X6 1.5XA3 5X135 5X5 1113XD8 T 90 1' Z Y X W V U T 1.5X3 =6X6 =5X5 1114X6 W=3X4 18'8"10 r 18'8"14 Loading Criteria (psp Wind Criteria TCLL: 40.00 Wind Std: NA TCDL. 10.00 Speed: NA mph BCLL. 0.00 Enclosure: NA BCDL, 5.00 Category: NA Des Ld: 55.00 EXP: NA W -V Mean Height: NA ft NCBCLL: 1000 TCDL: NA psi Soffit: 200 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a, NA it 4022 Loc. from endwall NA G- H I: NA GCpi: NA 0 Wind Duration. NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #2 N .132, B3 4x2 SP #1. Webs 4x2 SP #3:W21 4x2 SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 pit at 0 00 to 100 pit at 18.61 BC: From 10 plf at 0 00 to 10 plf at 1830 TC: 695 Ib Conc. Load at 14.63 Plating Notes All plates are 3X6 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xX%min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. WARNING" READ AND IMPORTANT** FURNISH THIS DRAM of 1113X4 a W=3X4— 4 M W=3X4 = 6X6 E F r; W I J 1116X8 L Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf NA Ce: NA VERT(LL) 0.267 E 818 360 Z 1176 Lu: NA Cs: NA VERT( L). 0.512 E 578 240 K 1563 Snow Duration: NA HORZ(LL) 0 028 N - - Z Min Brg Width Req = 1.5 HORZ(TL): 0.039 N K Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings Z & K are a rigid surface. Bldg Code: FBC 6th ed 201 Max TC CSI: 0.885 Bearing Z requires a seat plate. TPI Std, 2014 Max BC CSI: 0 973 T 1 7,3 30 Rep Factors Used: Yes Max Web CSI: 0 687 Members not listed have forces less than 375# FT/RT 12(0)/10(0) 4115 Maximum Top Chord Forces Per Ply (lbs) X -W 3116 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) W -V 3116 0 O -P WAVE VIEW Ver 17.0201A.1t15.21 A -B 0 -915 F -G 0 -4138 P -O 4022 B- C 0- 2464 G- H 0- 3575 0 C- D 0 -3571 H-1 0 -3575 T - S D -E 0.4107 I -J 0 -3575 E -F 0 -4138 J -K 0 -1482 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y -X 1816 0 S -R 4115 0 X -W 3116 0 R -O 4115 0 W -V 3116 0 O -P 4022 0 V -U 3116 0 P -O 4022 0 U- T 4097 0 O- N 2849 0 T - S 4107 0 1ff0w414y1Z Maximum Web Forces Per Ply (Ibs) f -• A F i Webs Tens.Comp. Webs Tens Comp. 7 -486A00P7••``•J•'•. • . A - Y 1352 1130 O - G 34183 -38 M V Y -B 0-1361 G -O 0 -628 B - X 980 0 1-0 26 -527 o. 648 X-C 0 -959 O -J 1217 0 0 C- U 728 0 J- N 0 -2066 i* ** U -D 0 -1015 N -K 2163 0 D -T 403 -107 Q •; ATE Q c4 OR\ P•• C 0 278; yry wsONAL 04/18/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS in.talling_and bracing. Refer to and follow the latest edition of BCSI (Building iractices pnor to performing these functions. Installers shall provide terhporary e propperly attached structural sheathing and bott hord shall have a properly estr3lnt bf w bs shall hav braGn installed per 8G 1se ctions $3, B7 or BI as shown a ove and on t ie Joint9Details, unless notted otherwise Refer to' ALPINE II not be responsible for any deviation from this dr8wing apZ failure to build theIInstallabnandbraGno1trusseSAeatonthisdr8wiqorcoverpage , , 2400 Lake Orange Dr. Ig en ineering respons bilfN solel r >or the des/ n shogn. The suitability g lb of the building Designer pe ANSI/fPI 1 S c.2. Suite 150 ALPINE www alDmertw.com. TPI www wind ora: SBCA www sbandustrv.mm. ICC www ieesar..wn Orlando FL. 32837 Job Number. N330074 Ply. 1 SEON. 46271 / T8 / SY42 Cust: R R8975 JRef• 1 Wa789750079 9A6I9A7 ,258MB/258TB ,R/01 Oty 1 FROM: PFH DIwNo. 107.18 1146 41513 Truss Label: FT1GE KM / WHK 04/17/2018 22-+2 t' 1'9- , 6'0-10 IB'S•2 16;6.10 5'0-14 10'4.8 3 6 r - 6'S• 14 -- 2'6• --{-- 2'6.12 --}-- 27-4 — -1-- 2'5.8 --} 5 T'/P) TYP) W-3X4 3X4 a 3X4 .4X6 03X6 .4X8 A B C D E G H I J 06X6 K T LM 2 _o 0 T S R O P O N Z Y x W v T .06 111106 03X4 .6x8 112x4 .3X4 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL* 40.00 Wind Std: NA Pg' NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R I U / Rw / Rh / RL /W TCDL: 10.00 Speed' NA mph Pf NA Ce NA VERT(I-Q. 0 048 P 999 360 Z / - / - / - / - /7.3 BCLL: 000 Enclosure: NA Lu NA Cs' NA VERT(fl): 0.191 P 920 240 51Z• 510 / - / - / • / - /108 BCDL: 5.00 Category: NA Snow Duration NA HORZ(LL): 0.007 0 - L 1335 / - / - / - / - /30 Des Ld' 55.00 EXP: NA Mean Height: NA If HORZ(rL). 0.017 0 Z Min Brg Width Req = 1 5 NCBCLL: 1000 TCDL: NA psi Code I Misc Criteria Creep Factor: 2.0 Z Min Brg Width Req = - Soffit' 2.00 BCDL: NA psi Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.836 L Min Big Width Req = 1.5 Load Duration 100 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI 0.724 Bearings Z, Z, & L are a rigid surface. Spacing 24.0 " C&C Dist a. NA it Rep Factors Used: No Max Web CSI: 0.779 Bearing Z requires a seat plate. Loc. from endwall. NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# 1. NA GCp1: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens. Comp Lumber Value Set: 13B (Effective 6/1/2013) G- H 745 0 J- K 0 -1997 H • 1 745 0 K - L 0 -1097 Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP 03 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp Chords Tens Comp. approved 1/30/2013 by ALSC S- R 570 0 O- P 1937 0 Special Loads R-0 1937 0 P-0 2034 0 Lumber Our Fac.=1.00 / Plate Dur.Fac =1 00) TC: From 300 pit at 0.00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 16 15 to 100 pit at 18.59 BC: From 10 pit at 0 00 to 10 pit at 18.30 Webs Tens.Comp. Webs Tens. Comp. TC: 125 Ib Conc Load at 0.04 A - Y 0 -412 I - R 1064 0 TC: 574 Ib Conc. Load at 16.15 IlglpWf Plating Notes All plates are 1 5X3 except as noted G S F:4j ej•• i Y - B 0 -434 R - J 0 -1074 G-S 0 -763 K-0 0 "1521 S - I 0 -2089 O - L 1636 0 O ••••• _ S••• Maximum Gable Forces Per Ply (Ibs) Additional Notes Q •,Vd See ANSIfrPI 1 Sect 7 for additional bracing • Gables Tens Comp. Gables Tens. Comp requirements Bracing material to be supplied by 0 O 646 E- V 0 428 erection contractor ; D- W 0-390 Truss must be installed as shown with top chord up i z,p',• ATE : Q pcF,•'cC R pP•<c, NAL0278, yryy' 04/18/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, h ndlin9 shi pin installing_and bracing. Refer to and follow the latest edition ofComponentSafetyInformation, byY TPI and SCA) tai saiety ractices pnor to performing these functions Installers shall provideBCSI (Buildingterhporary brach er BGSI. Unless noted olherwise,top chord shall have prover% attached structural sheathing and bottom chord shall hav a protea _ attach rlslld ceiling Locations shown for ermanent lateral restraint Of wpbs shall hav breclna Installed p r BCI sections $3, 7 or B10yasapplicalsleApplyplatestoeachfaceotPtrussandpositionasshownaboveandonlieJoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINEAlpine, a division of ITW Bt111 d1'n Componsnts Grou In . shall not be responsible for any deviation from this drawin an failure to build the ,,,„otrussInofprmancewithAN51lPI1, or for handllr g shlppinq, instpllatl0n and bracing of trussesA eat on this dr wiXq or cover page listing this drawing indicates acceptance of prolesslonar an Ineenng responsibiIitt y sole real the des( n shown. andoff( this drawing for any structureIs a responsibility of the building Desigrfer 1 S$c.2. 2400 Lake Orange DrThesuiTablllty9 Suite 150perANSI/TPI For more rnfonnaUon see this ob's general notes page and these web sites. ALPINE: www.at ' eitw corn; TPI: wwwApinsk org; SBCA: www sbeindustry.corn. ICC www lersefe.org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON. 46272 / T6 / SY42 Cust: R R8975 JRef• 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Qty' 5 FROM: RDG DrvNo' 107 18.1146.41498 Truss Label: FT2 KM / WHK 04/17/2018 1 6'10"8 1 8'8" 1 15'6"8 1 6'10"8 1'9"8 6'10"8 fl— 2'6" --1 2.6,.12 --}- 1'4"8 -I F-1'4"8 +— 2'6"12 --{ NP) 06 1.5XA3 B C III 1.5pX3 1111.E 3 F G =41.5X3 Loading Criteria (psi) TCLL 40.00 TCDL: 10.00 BCLL' 0.00 BCDL: Soo Des Ld 55.00 NCBCLL' 10.00 Soffit' 2.00 Load Duration 1 00 Spacing' 24 0 " 1.5X3 ^1 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL. NA psf MWFRS Parallel Dist: NA C&C Dist a. NA it Loc from endwall: NA I. NA GCpi: NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 111 I.J/J 15'6"B 111 1 . J^J AlAq =1.5X3 1112X4 Snow Criteria ft,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L!# Loc R / U / Rw / Rh / RL /W Pf NA Ce' NA VERT(LL): 0.117 D 999 360 S 841 1 - Lu. Lu. NA Cs' NA VERT( L): 0 240 D 999 240 J 841 /. ! - / • / - Snow Duration NA HORZ(LL): 0.024 K - S Min Brg Width Req = 1.5 HORZ(TL) 0 036 B J Mm Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings S & J are a rigid surface Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.587 Bearings S & J require a seat plate. TPI Std. 2014 Max BC CSI' 0 812 73 73 Rep Factors Used: Yes Max Web CSI: 0.434 Members not listed have forces less than 375# FT/RT:12(0)/10(0) 49 Maximum Top Chord Forces Per Ply (Ibs) 912 0 F - L Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): R -B 0 -890 WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -572 E - F 0 -1920 B -O 512 0 B -C 0 -1455 F -G 0 -1455 0 C -D 0-1920 G -H 0 -572 O -C D -E 0.1926 J * ' o ATE ;•4 OR\ S •. ao 278 ONAI , 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp R -O 1132 0 N -M 1772 0 O- P 1772 0 M- L 1772 0 P -O 1772 0 L -K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp A- S 0 -822 N- F 453 49 A -R 912 0 F - L 0 489 R -B 0 -890 L -G 512 0 B -O 512 0 G -K 0 890 O -C 0 -489 K -H 912 0 C-0 453 -49 H - J 0 822 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handling, shiuDin in I illing,and bracing.Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI an0 SBCA) rbr safety pracllces prior to perfoing these functions. Installers shall provide temporary r SCSI., Unless noted otherwise,top chord shall have pro ' attached structural sheathing and bottig hord shall have a prouerlaidceilin . Locations shown for ermanent lateral restraint bf webs shall haw breclna installed p r Bc l sections B3, B7 or B10ysleApgymacestoeachfaceopitrussandpositionasshownaboveandontfleJoinfDetails, unless noted otherwise. Defer to 6OA-Z fgr standard plate positions of rl NI 1, or for r raccetante any structure his drawin an failure to build the on this dr wir g or cover page r&desnshown. The suiQbility ALPINEA MI IIw C04MHY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330074 Ply: 1 SEON: 46273 / T4 / SY42 Cust: R R8975 JRef. 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Oly. 1 FROM• RDG DrwNo: 107.18 1146.42013 Truss Label: FT2GE KM / WHK 04/172018 211 t rrt F19- 157 1774 p 8 1f' BB r-1 t3'S-t2 A 1 ryp) 3x4 812x+ A B O D E F G H I J K LM Loading Criteria (ps0 Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL: 1000 Speed. 150 mph BCLL: 0.00 Enclosure Closed BCDL. 5.00 Risk CategoryII Des Ld 55.00 EXP: C J - R Mean Height 15 00 It NCBCLL: 10.00 TCDL 4 2 psi Soft 200 BCDL: 3.0 list Load Duration: 1.00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a. 3.00 0 L -P Loc. from endwall. Any 386 GCpi: 0.18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing Is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur Fac =1 00) TC: From 291 plf at 0.00 to 350 plf at 5.88 TC, From 387 pit at 5.88 to 387 pit at 9.42 TC: From 350 plf at 9.42 to 291 pit at 15.29 BC: From 10 plf at 0.00 to 10 plf at 1529 TC: 324 Ib Conc. Load at 0.04,15.29 Plating Notes All plates are 1 5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT, NA PP Deflection in lop; Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce NA VERT(LL): 0.002 B 999 360 O' 382 / 31 /31 /- / - Lu: NA Cs- NA VERT(TL) 0 008 B 999 240 Wind reactions based on MWFRS Snow Duration- NA HORZ(LL). 0 001 AA - O Min Big Width Req = - HORZ(fL): 0 002 AA Bearing AA is a rigid surface. Code / Misc Criteria Creep Factor 2 0 Bearing AA requires a seat plate. Bldg Code: FBC 6th.ed 201 Max TC CSI 0.424 186 TPI Std 2014 Max BC CSI: 0.030 Members not listed have forces less than 375# Rep Factors Used. Yes Max Web CSI. 0.257 Maximum Web Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Webs Tens Comp Webs Tens. Comp. Plate Type(s): A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver: 17.02 01A 1115 21 WATE 5( ORS .• 6 ao z7s% y"'S wONAL uNr1wW 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide terhporary bottom chord shall have a pro2erly p r BCSI sections B3, B7 or BtO, finless notes otherwise. Refer to a division of any Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens Comp C - Y 72 -431 H - T 67 482 D - X 67 -440 I - S 67 445 E - W 67 -477 J - R 69 424 F -V 67 -518 K -O 81 434 G -U 67 -519 L -P 58 386 from this drawin an failure to buildthe1sealonthisdrwiXgorThesuagbilttyFforthedesinshown. ANSIITPI I S$c.2. A IPLNE mrnYmAl/11NY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply* 1 SEQN. 46274 / T10 / SY42 Cush RR8975 JRef• 1Wa789750079 9A6/9A7. 258MB/258TB,R/01 Qty: 4 FROM• RDG DrwNo' 107 18.1146.41779 Truss Label: FT3 KM / WHK 04/17/2018 6'10"8 8'5"12 15'2"12 6110"8 1T'4 6'9" 4"8if1-- 2.6„ — 2'6"12 —+ 1'4"8 -{ F- 1'4"8 +— 2'6"12 — NP) 4X6 1.5XA3 B C III 1.5pX3 III 1. E 3 F G _= 4X6 1 5IR X3=4X4 P 1111.5OX3 N M 1111.5X3 K = 4XI f94112X4 1112X4 s 15'212 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std NA Pg, NA Ct: NA CAT. NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL 1W TCDL- 10.00 Speed NA mph Pf. NA Ce: NA VERT(LL) 0.115 E 999 360 R 831 / - / • / - / - 7.2 BCLL. 0.00 Enclosure' NA Lu, NA Cs' NA VERT(TL): 0.221 E 999 240 1 831 / - / - / - / - 3.5 BCDL 500 CategoryNA Snow Durabow NA HORZ(LL). 0 023 J R Min Brg Width Req = 1.5 Des Ld 55.00 EXP. NA Mean Height NA K HORZ(TL): 0.033 B I Min Brg Width Req = 1.5 NCBCLL 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor 2 0 Bearings R 8 I are a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 Bearing R requires a seat I9qpate. Load Duration: 1.00 MWFRS Parallel Dist- NA TPI Std 2014 Max BC CSI: 0.769 Spacing: 24.0 " C8C Dist a. NA R Rep Factors Used: Yes Max Web CSI: 0 428 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:10(0) Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens. CompI: NA GCpi: NA Plate Type(s): Wind Duration- NA WAVE VIEW Ver. 17 02 01A.1115.21 A - B 0 -564 E • F 0 -1875 Lumber B- C 0 -1430 F- G 0 -1430 C -D 0-1875 G -H 0 -562 Value Set 13B (Effective 6/1/2013) D • E 0 -1880 Top chord 4x2 SP #2 N Bot chord 4x2 #2 N Webs x2 SP #33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. Lumberrvalue set "13B" uses design values approved 1/30/2013 by ALSC Q - P 1116 0 M - L 1738 0 P-0 1738 0 L- K 1738 0 Plating Notes O- N 1738 0 K- J 1115 0 All plates are 3X4 except as noted. N - M 1880 0 Additional Notes Maximum Web Forces Per Ply (lbs) 2x6 #3 HEM -FIR or better continuous sirongback. Webs Tens.Comp Webs Tens. Comp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xX%mm.). Strongback material to A - R 0 -812 M - F 425 •59 be supplied by erection contractor. 4 rgjy A-0 899 0 F • K 0 -475 Truss must be installed as shown with top chord up. jFLE a Q- B 0- 876 K- G B - P 499 0 G - J P- C 0 -476 J- H 500 0 0 878 896 0 V•, •• C - N 425 -59 H-1 0 807 0.\ ATE ; Qr I 0 27s'111.4, S/pNAr fG a o4/l8rzo % " IW w w1p°•' WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS giire extreme care in,faltricating, jl@ndling, shipping, installing and bracing. _ Refer to and follow the latest edition of v wives anon iiavc yry cn a1MMMU auyuma1 snedupn any oon novo snap nave a pro enyriIdcelbn . ovations shown for ermanent lateral restr int f webs shall hav bracing ms ailed p r I sections B3, 67 or 10, cage. s 6Appy DtatBs to each face opiruss and position as shown above and on ti ie JoinfDetails, unless noted otherwise. Refer to ALPINE0A -Z foris plate positions. a division of ITW BuUitddl1'n Componsnt5S Gr40uDD InC. shall not be respponsible for any deviation from this drawl g anY failure to build the µ „m cgnformance with ANSI PI 1, or for handllrfq, shipping, installatldn and bracing gf,lrussesA seal on thin r5will or cover page 2a00 Lake Oran aDr. this drawing indicattes acceptance of proTessionar en meering responsiblllty solely for the desi n shoran. The suitability 9 ie of this dFawing (or any structure is the responsibility of the euildiftg DesigrSer pefANSIITPI 1 S c.2. Suite 150 inlwmaLon ses tMa'ob'a eneral notes a e aM these web sites ALPINE www at ine hv.com, TPI www.t mat.or . SBCA www abundus wm, ICC• www.rctsare Orlando FL, Job Number. N330074 Py. 1 SEON: 46275 / T5 / SY42 I Cust. R R8975 JRef. 1 Wa789750079 9A6/9A7 ,258MB/258TB ,RIO Qty. 1 FROM. RDG DrwNo. 107 18 1146.41607 Truss Label: FT313 KM / WHK 04/17/2018 T z T L 6'10"8 r 8'5"12 j 11'1"4 15'212 6'10"8 r 1'7'4 r 27"8 + 4,1„8 -1 2'6" 1--2'6"12 -- 1'4"8 14 - I NP) 15X3 =4X4 -4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I R n P n ti nn I 41 v j 1. 5X31 _ 1112X4 4X4 1111.5X3 =4X4 =3X4 15'2"12 4X10 =5X8 1112X4 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W TCDL 10.00 Speed NA mph Pf NA Ce: NA VERT(LL): 0 242 E 723 360 R 1442 / - / - / - / - /72 BCLL: 000 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.368E 574 240 J 1670 / - / - / - / - /3.5 BCDL. 500 Category: NA EXP NA Snow Duration NA HORZ(LL): 0.030 B - R Min Brg Width Req = 1 5 Des Ld: 55.00 Mean Height: NA it HORZ(TL) 0.038 B J Min Brg Width Req = 1.5 NCBCLL. 1000 TCDL: NA psi Code / Misc Criteria Creep Factor: 2 0 Bearings R & J are a rigid surface. Soffit 2 00 BCDL: NA psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.897 Bearing R requires a seat I9qplate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.693 Spacing 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0 869 Members not listed have forces less than 375# Loc. from l: NA FT/RT: (0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: i: NNAA Plate Type(s) Chords Tens.Comp Chords Tens. Comp Wind Duration' NA WAVE VIEW Ver 17.02.01A 1115.21 A • B 0 -973 E - F 0 -3286 Lumber B- C 0- 2484 F- G 0- 3123 Value Set: 13B (Effective 6/1/2013) C- D 0- 3272 G- H 0- 3123 D - E 0 -3287 H-1 0 -1146 Top chord 4x2 SP #1 Bot chord 4x2 SP 2400(-2.OE Webs x2 SP #3 Maximum Bot Chord Forces Per PI Ibs Chords Tens Comp. Chords Tens. Comp Lumberrvalue set "138" uses design values approved 1/30/2013 by ALSC 0 - P 1942 0 N - M 3287 0 P-0 3027 0 M- L 3353 0 Special Loads O- N 3027 0 L- K 2302 0 Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC From 180 pit at 0 00 to 180 plf at 8.48 Maximum Web Forces Per Ply (Ibs) TC. From 100 pit at 8.48 to 100 plf at 15.10 BC. From 10 plf at 0.00 to 10 plf at 15.10 Webs Tens.Comp. Webs Tens. Comp. TC: 465 Ib Conc. Load at 11.13 A - R 0 -1411 F - L 0 -478 Plating Notes l#plp A-0 1552 0 G- L 0 •578 0- B 0 -1538 L- H 1233 0 All plates are 6X6 except as noted. A S` F Aky B - P 883 0 H - K 0 -1836 P - C 0 -846 K-1 1826 0 Additional Notes 2x6 #3 HEM OV •.•' '••.•• /yS •• C - N 859 0 1-1 0 -1624 FIR or better continuous strongback. Q •' N - D 0 •427 Attach to each truss where shown with 3-1 Od Box or J • Gun nails (0128"x3",min.) Strongback material to be supplied by erection contractor. p. 64$ Truss must be installed as shown with top chord up ATE a`'+••: c ORS 4, ••......... ••'C,,,°' ao 278 goy `rZONAL 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reqquire extreme care in fabncatin hh ndlingg, shiomponentSafetyInformation, by TPI an'S CA) fbr sa etypin installing and bracing Refer to and follow the latest edition ofracticespriortoperformingthesefunctions. Installers shall provideBCSI (BuildingtemporaryiracinerBCSt. Unless noted olherwise,top chord shall have pr el attached structural sheathing and bottom Nord shall have a progerrattachrigidcelllna. Locations shown for permanent lateral restraint bf webs shall have bra8Gng Inst811ed p r BCI sections B3, B7 or B10ysappIcalffeApuTyplacestoeachfaceoftrussandpositionasshownaboveandontheJolnfDetalls, unless noted otherwise Refer toIrawings160A•Z for standard plate positions ALPINEfITWBtildl1nggCCompongntSGaupIncshallnotberesppnslbleforanydeviationfromthisdrawinganyfailurewithAN51/7PI 1, for handhAp to build the w,m„cceorshippmq, mstallabon and bracing gf,irussesA seat on this drawir5g o coverpageSUOMMIZZYptaNMME;OagoWlrucretobu,,IdaindicatesacceaanceofProessonaenineerin9responsib(Ilty sole) for the des/qn shown.The for is 2400 Lake Oran a Dr.n sui brlrty 9 awing any structure me responsibility of the 9uilding DesrgrSer perYANSIIfPI 1 Sec.2. Suite 150 or more information see this job's oeneral notes oaoe and these web saes ALPINE www alnmenw.enm. TPI we Imnst nrn RRra irr ....... ,... fe ..... Orlando FL. 32837 Job Number: N330074 Ply: 1 SEON* 46276 / T57 / SY42 Cust. R R8975 JRef: 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/O1 Oly' 2 jFROM:RDG DrwNo: 107.18 1146 41762 Truss Label: FT4 KM / WHK 04/17/2018 T 5 SOTT 1 51z Loading Criteria (psf) TCLL' 40.00 TCDL 10.00 BCLL 0.00 BCDL' 5.00 Des Ld: .55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " r 6'10"8 + 9'3"12 + 14'10"12 6'10" 8 2'5"4 57' Y 1 — 2,6„ 2,6"12 —'+'. 1.4„8 " { TYP) 4X6 1.5X3 = 3X4 1111 5X3 A B C D E IR Q P O N M 1.5X3 =4X4 1111.5X3 11115X3 1112X4 Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category. NA EXP: NA Mean Height NA ft TCDL: NA psf BCDL' NA psf MWFRS Parallel Dist: NA C&C Dist a, NA it Loc. from endwall: NA I: NA GCpi' NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #1 Webs 02 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 14'10"12 F G 1114XH I T1\7 IRE1 L = 4X4 11115X3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) 410 Pg' NA Cl: NA CAT NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 159 D 999 360 R 817 / - / - / - / - 73 Lu: NA Cs' NA VERT(TL): 0.349 D 678 240 H 804 / - / - / - / - 3.5 Snow Duration. NA HORZ(LL): 0.035 B - R Min Brg Width Req = 1 5 884 P- C HORZ(TL) 0.055 B H Min Brg Width Req = 1.5 958 Code / Misc Criteria Creep Factor: 2.0 Bearings R 8 H are a rigid surface Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 849 Bearing R requires a seat plate. TPI Std. 2014 Max BC CSI: 0.828 Rep Factors Used. Yes Max Web CSI 0.456 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. CompPlateType(s): WAVE VIEW Ver: 17.02 01A 1115.21 A-8 0 -552 E - F 0 -1482 B -C 0 -1396 F -G 0 -596 C -D 0 -1783 G -H 0 -641 D - E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp O- P 1093 0 N- M 1789 O P-0 1700 0 M- L 1785 0 O -N 170D 0 L -K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A -R 0 -798 C -N 410 110 A-0 881 0 E -L 0 575 0-8 0 -858 L -F 461 0 B- P 482 0 F- K 0 884 P- C 0- 468 K- H 958 0 AT IE 0`' p,•.,• 4 0R\'Q..-" 0 27's%` $//pNAl 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, hhandling shinpin installing•and bracin Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, byv TPI and SBCA) fb safely ractices prior to performing these functions. Installers shall provide terhporarrvy bracing Cer BCSI Unless noted olherwise,lop chord shall have pro er% attached structural sheathing and bottom hord shall have a properlyInidcellina. Locations shown for ermanent lateral restraint bf webs shall hav bracing Installed p r BC I s coons Q3, B7 or 810, as appllca e. Apply to faceelateseach o truss and position as shown above and on tI a Join`Details, unless note otherwise. Refer to drawings 160A -Z for standard plate positions. ALPINEAlpine, a division of ITW Buit 1nQqCCompon nt Grqu In shall not be responslple for any deviation from this dr8winp an lailure to build thetrussInconformancewithAI/TPI 1, or or shan 01r shippinU, Instellailon and bracing oi,trussesA eat on Chi; drBwiXq or cover page , , listing this drawin indicates eccep ance of progessionaq en sneering responsibility solely or the deet n shown. The sus q bility mr"70 2400 Lake Orange Dr. 9 and fise of this rawing for any structure is the responsibilit of the 9uilding Desigrser pefANSIIfPI 1 c.2. Suite 150 For more inlormabon see tots ob's neral notes a e and these web sties ALPINE: www el ineitw com; TPI: www t •nsi or ;SBCA: www sbcindus tom• ICC www.icuafe.or OnandO L. 32837 Job Number. N330074 Ply. 1 SEON46277 / T7 / SY42 Cust• R R8975 JRef• 1 Wa789750079 9A6/9A7 ,258MB/258TB ,R/01 Qty: 5 FROM: RDG OrwNo. 107.18.1146.41888 Truss Label: FTS I KM / WHK 04/17/2018 Loading Criteria (ps0 TCLL' 40.00 TCDL 1000 BCLL: 0.00 BCDL' 5.00 Des Ld: 55.00 NCBCLL 10 00 Soffit: 2.00 Load Duration 100 Spacing: 24.0 ” Co 5'6•' 1 7'3"4 11'412t 5.6„ 1,9„4 ''" 4'1„B ` 1 I-- 3-12 TYP) 3X6 = 3X4 1 5X3 = 3X4 = 3X4 1111.5X3 = 3X4 =1 5X3 A B C D E F I! I .rrr i rr .rrr IIII 1 SX3 I = 3X4 = 3X4 1111.5X3 = 3X4 = 3X4 1112X4 1112X4 11'4"12 Wind Criteria Wind Std' NA Speed NA mph Enclosure- NA Category: NA EXP: NA Mean Height: NA it TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I. NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up a Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W N 620 / - / • / • / - /73Pf. NA Ce: NA VERT(LL): 0.079 C 999 360 Lu: NA Cs: NA VERT(TL) 0 173 C 999 240 H 607 /. / • / • / - /35 Snow Duration: NA HORZ(LL)- 0 021 B - N Min Brg Width Req = 1.5 HORZ(TL): 0 033 B Creep Factor: 2 0 H Min Brg Width Req = 1.5 Bearings N & H are a rigid surface. Code / Misc Criteria Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.612 Bearing N requires a seat plate TPI Std: 2014 Max BC CSI: 0.758 Rep Factors Used. Yes Max Web CSI 0.300 Members not listed have forces less than 375# FT/RT:10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. Plate Type(s). VIEW Ver: 17 02.01A.11 15.21 A -B 0 -394 D -E 0 -994 B -C 0 -917 E - F 0 -381 WAVE C -D 0-1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. M -L 779 0 K -J 1001 0 L- K 1004 0 J-1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A -N 0 -602 E-1 0 -618 A- M 629 0 I- F 606 0 M -B 0 -612 F -H 0 -557 J - E 445 0 Kr' - Oa JY` A ATE 0z78'.,SS/ANAL V- 04/18/2018 - WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me rein fabricating, handling9 shit in installing,and bracin/q Refer to and follow the latest edition of BCSI (Building ormation, by TPI and BCA) fbr sa ety rach es prior to perfo ming these functions. Instal ers shall provide temporar ess no o erwise,top chord shall have properly attached structural sheathing and bothgn hord shall have a pro[e r Iinsshown forpermanent lateral restraint bf webs shall hav braacinq installed p r BCI sections 3,87 or e10patesI. each face of truss and position as shown above and on tfle Jomi Details, unless noted otherwise. Refer to any for TPI: wv Apinsr.org. SBCA www failure to build the 1 or cover pa e n. The sui bflity ALPINENE NlnW O)MMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job 9A6/9A7 b258MB/258TB ,R/01 I Oly' 1 I FROM: RDG / T2 / SY42 I KM No/ R 07. 8R . 114641747 04/17/ 201850079 4% 7/ 201850079 Truss Label: FT6 Loading Criteria (psf) Wind Criteria TCLL' 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL' 5.00 Category: NA Des Ld' 55.00 EXP. Mean Height: NA it NCBCLL: 10 00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing' 24.0 " C&C Dist a' NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria 56" 7-0--12 + 11'4"8 PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA 5'6" O 625 / - / - / - / • 1'6"12 41"12 Lu: NA Cs: NA VERT(TL): 0.154 C 999 240 G 610 /. / - / - / • 3.3 p$ HORZ(LL)' 0.018 B VY112 5"41 HORZ(TL): 0.029 B G Min Brg Width Req = 1.5 TYP) Code / Misc Criteria Creep Factor 2 0 Bearings O 6 G are a rigid surface. Bldg Code FBC 6th ed 201 Max TC CSI: 0.639 3X6 3X3 Max BC CSI 0.698 Rep Factors Used: Yes 1.5X3 =3X4 3X4 1111.5X3 =3X3 1113X6 Maximum Top Chord Forces Per Py (Ibs) A B C D EF GH WAVE VIEW Ver 17.02.01A1115.21 A -B 0 -398 D -E 0 -1020 TT B- C 0- 929 E- F 0 -406 C -D 0-1026 F -G T 50 1r 1i O N M L K J I 1 5X3 = 3X4 3X4 1111.5X3 3X4 =3X4 1111.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL' 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL' 5.00 Category: NA Des Ld' 55.00 EXP. Mean Height: NA it NCBCLL: 10 00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing' 24.0 " C&C Dist a' NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT: NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): 0.077 L 999 360 O 625 / - / - / - / • 7.3 Lu: NA Cs: NA VERT(TL): 0.154 C 999 240 G 610 /. / - / - / • 3.3 Snow Duration: NA HORZ(LL)' 0.018 B O Min Brg Width Req = 1.5 HORZ(TL): 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings O 6 G are a rigid surface. Bldg Code FBC 6th ed 201 Max TC CSI: 0.639 Bearing O requires a seat plate TPI Std: 2014 Max BC CSI 0.698 Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than 375# FT/RT•12(0)/10(0) Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. Comp Plate Type(s): WAVE VIEW Ver 17.02.01A1115.21 A -B 0 -398 D -E 0 -1020 B- C 0- 929 E- F 0 -406 C -D 0-1026 F -G 0 -448 Oa••US M o ATE OF 1404cCOR\VP., ccs+ ••......•t_`C 0 278 yam''' SZONAL 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. N- M 785 0 L- K 1026 0 M -L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 0- 607 K- E 377 0 A- N 6350 E- J 0 -640 N - B 0 -616 J -G 669 0 ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabrtcating, an in shl pin , Installing,and bracin Refer to and follow the latest edition of BCSI (Building formation, by TPI an0 SBCA) f i satery ractices prior to performing these functions. Installers shall provide temporary less noted o hervnse,top chord shall have properly attached structural sheathing and bolt2m hord ghall have a pro2erly Locations shown for ermanent lateral restraint f webs shall hav braawn Installed p r BCI sections Q3, B7 or 810 DptatBs to each face otiruss and position as shown above and on tI a Joint9Details, unless noted otherwise. Refer to an aard plate positions. NV BUUit 1n CCompongnts Grqup InC shall not be re ppnslble for any dewaUon from this drawing apy failure to build the with Af I PI 1, or for handllrfq shipping, Installatldn and bracing gf,trussesA eat on this drawrrfg or cover pageindicatesacceptanceofpproTessionafenIneeringresponsibllitvsoleIy or the design shoryn. The suitability awing for any structure is Aie responsibility of the Building Designer pefANSIlfPI 1 Sec.2. tis job's general rates page and Nese web saes: ALPINE www alpineitw com, TPI www tptnst org: SBCA• www.sbandustry.com; ICC. www tcrsafe ALPINENE w+nwmMnvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330074 Ply 1 SEON 46279 / TI / SY42 Cusl• R R8975 JRef 1 Wa789750079 9A6/9A7 ,258MB/258TB .R/01 Oly. 10 FROM• RDG DrwNO: 107.18.1146 41732 Truss Label: F77 I I KM / WHK 04/17/2018 Loading Criteria (ps0 TCLL' 40.00 TCDL 1000 BCLL: 0.00 BCDL 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration, 1 00 Spacing: 24.0 " T Fo 1 i I_ 56 + 7-1--2 + 11410 1.7"2 4,3,.8 1-T-12 2'6" TYP) 3X6 1.5X3 = 3X4 = 3X4 A B C 3X3 III 1.5X3 = 3X3 1113X6 D EF GH T i 1. 5X3 I O = 3X4 3X4 1111.5X3 = 3X4 3X4 III 1.5X3 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure- NA Category NA EXP NA Mean Height: NA tt TCOL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc from endwall: NA I. NA GCpr NA Wind Duration. NA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up WARNING" READ AND FOL IMPORTANT" FURNISH THIS DRAWING a division of n vi 1, or for r acceptance any structure 11'4"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions fibs) Webs Tens. Comp. Fig, NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W Pf NA Ce NA VERT(LL): 0.078 L 999 360 O 626 / - / - / • / - 72 Lu' NA Cs: NA VERT(TL) 0 157 C 999 240 G 609 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.018 B - - 0 Min Brg Width Req = 1.5 HORZ(TL) 0 029 B G Min Brg Width Req = 1 5 Code I Misc Criteria Creep Factor. 2.0 Bearings 0 8 G are a rigid surface. Bldg Code FBC 6th.ed 201 Max TC CSI: 0 643 Bearing O requires a seat plate TPI Std: 2014 Max BC CSI: 0.705 Factors Used: Yes Max Web CSI. 0.320 Members not listed have forces less than 375# FT/ RRep 0(0) Maximum Top Chord Forces Per Ply fibs) T Chords Tens Comp. Chords Tens. Comp Plate Plate Type(s) pe(s) WAVE VIEW Ver: 17.02 01A.111-- A - B 0 -399 D - E 0 -1025 B -C 0 -933 E -F 0 -403 C -D 0-1031 F -G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. N -M 788 0 L -K 1031 0 M- L 1033 0 K• J 854 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A-0 0 -609 K -E 381 0 A- N 637 0 E- J 0 -642 N -B 0 -618 J -G 672 0 m_Sg Oa•'JY` AT E a.•'••:cC OR09099* s/ONAt0278wruurolwu va 04/18/2018 1LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions. Installers shall provide temporary propperlyy attached structural sheathing and bottom hord shall have a properly stramt Of webs shall hav brec np Instalied pgr BC91 sections 63, 87 or 810 as shown above and on 1 1e otn Details, un ess note otherwise. Refer to ALPINE not be responslhle for anypeviation from this drowinq any failure to build the ,"W installatiNn and bracing q ,trussesA peal on thl drawlrtq or cover page 2400 Lake Orange Dr. en ineerinq responsrblllty sole or the des l n shown. The suitabilitybilitoftheBuildingDesfgerpeANSIfTPI1S1c.2. Suite 150 LPINE* www.alpineitw.com. TPI: www.t insl orp: SBCA www sbundus wm• ICC: w Jccsafe.org Orlando FL, 32837 Job 74 Ply: I SEQN: 46280 8975 9A6/9A7 Number 2b08TB ,R/01 I Oty. 1 I FROM: RDG / T73 / SY42 KMNo 1WHK 811 04/17/2018 50079 Truss Label: FT7GE 1'9" 2'111 5'3"2 6'9"2 8'4"2 11'1"2 1' "14 1'9" 1'2"12 2'3"6 1'6' 1'7" 2'9" "12 4" 1'2'12 9"14 1•• I -----I I- 1.2..6 -I I— —I F- +7 —I F-- +'7" --I I- +72 -I I- +'2'6 -I i 11'4"14 Loading Criteria (psf) Wind Criteria TCLL' 40.00 3x3 TCDL 10.00 Speed: 150 mph 4X4 11104 1113X4 3X3 1113X6 =6X6 Risk Category. II A B C D E F G H I J K NCBCLL: 10.00 T Soffit. 2.00 BCDL 3 0 psf Load Duration, 1.00 MWFRS Parallel Dist 0 to h/2 m C&C Dist a. 3.00 H Loc from endwall: Any 1 Wind Duration, 1.00 i P O N M L T S R O 1114X4 6X6 1112X4 3X4 i 5'3"14 6.1" i 11'4"14 Loading Criteria (psf) Wind Criteria TCLL' 40.00 Wind Std: ASCE 7-10 TCDL 10.00 Speed: 150 mph SCLL: 000 Enclosure: Closed BCDL, 500 Risk Category. II EXP C Des Ld: 55.00 Mean Height. 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit. 2.00 BCDL 3 0 psf Load Duration, 1.00 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 H Loc from endwall: Any GCpi. 0.18 Wind Duration, 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 T2 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC: From 291 pit at 0.00 to 350 plf at 5.88 TC, From 387 pit at 5.88 to 387 plf at 1128 BC: From 10 pit at 0.00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu. NA Cs NA Snow Duration- NA Code / Misc Criteria Bldg Code: FBC 6th ed TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 053 N 999 360 VERT(fL). 0.213 N 554 240 HORZ(LL) -0.011 J - HORZ( L): 0.026 J Creep Factor. 2.0 Max TC CSI: 0.881 Max BC CSI: 0 908 Max Web CSI: 0.760 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W T' 316 /29 /30 /- /- /60.7 P 1158 /99 /95 /- /- /64 J 1330 /112 /102 /- /- /32 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings T, P, & J are a rigid surface. Bearings T & P require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17 02 01A 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. E - F 220 -1200 H-1 211 -1099 F - G 226 -1233 I - J 204 -1069 G - H 205 -1076 Q ATEi y°Z%F/ONAlL0278 rytaaltur 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P-0 420 -86 N - M 1238 -227 O - N 1233 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - T 119 -655 E-0 1239 -214 A - S 576 -117 O - F 135 -824 S-8 116- 453 M - J 1597 -305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp Gables Tens. Comp. y C - R 94 -425 I - M 184 -913 7[ = D-0 80 -444 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricating, handling shiapin installing,and bracing.Refer to and follow the latest edition of SCSI (Buildingformation, by TPI an SBCA) f8) safey ractices prior to perfming these functions. Installers shall provide temporary less noted o herwise,top chord shall have properly attached structural sheathing and bottorl ghord shall hav a proper ylocationsshownforDermanentlateralrestraintOfwgbsshallhavbraGnqnstalledperBGSIsectionsB3, 7 or 610, plates to each face.ofiruss and position as shown a ove and on tI a om etails, unless noted otherwise. Refer to Inc. shall not any TR. vvww his drwinst an failure to build the on thr drBwi;p orcoverpage Le des n shown. The suitability PINEA M+ oovw+v 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON. 46281 / T3 / SY42 Cust RR8975 JRef: 1Wa789750079 9A6/9A7 ,258MB/258TB ,R/0l Qty* 1 FROM RDG DrwNo• 107.18.1146.41981 Truss Label: FT8G KM / WHK 04/17/2018 Loading Criteria (psr) TCLL 40.00 TCDL: 1000 BCLL: 0.00 BCDL: 500 Des Ld: 55.00 NCBCLL 1000 Soft: 2.00 Load Duration: 1.00 Spacing. 24 0 " Wind Criteria Wind Std NA Speed NA mph Enclosure, NA Category: NA EXP NA Mean Height. NA ft TCDL. NA psf BCDL. NA psf MWFRS Parallel Dist- NA C&C Dist a. NA it Loc from endwall: NA I: NA GCpi: NA Wind Duration, NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313” uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac.=1 00 / Plate Dur.Fac =1 00) TC. From 100 plf at 0 00 to 100 pIf at 3.43 BC: From 10 plf at 0.00 to 10 plf al 343 TC: 610 Ib Conc Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. IMPORTANT" FURNISH THIS DRAWI asses require extreme care in fapricetin h ndlingrevSafetyInformation, by TPI an SCA) f8) icin d er BCSI.. Unless noted olherwlse,top chord sl ach rapid ceilln . Locations shown for ermanent appD ical e Appy plates to each face ofplruss and swings 160A -Z for standard plate positions. line, a division of ITW BUrildi1ng ompon nts Group ss in conformance with ANSI/ 1 1, or or handlinq ling this drawing,indicates acceptance f profduseofthisawingforanystructuregsther more mfOfmaGOn see iM3 tOD's general notes page and Nese w 17'8 1'9"11 3'5"3 17'8 1'7"8 17-12 --{ f3 _ 1,3„12 1111.5X3 4X4 1111.5X3 =3X6 A B C D T T H G F E 3X4 1112X4 1112X4 = 3X4 i 3'5"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg: NA Ct NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W Pf• NA Ce NA VERT(LL): 0 016 B 999 360 H 522 /- Lu: NA Cs: NA VERT(TL). 0.028 B 999 240 E 465 / - / - / • / - Snow Duration: NA HORZ(LL): 0 002 B - H Min Big Width Req = 1.5 HORZ(TL): 0 003 B E Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.275 4.0 TPI Sid: 2014 Max BC CSI. 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI 0.259 Maximum Top Chord Forces Per Ply (Ibs) FT/RT.12(0)/10(0) Chords Tens.Comp Chords Tens Comp. Plate Type(s): B - C 0 -391 C - D 0 -376 WAVE VIEW Ver. 17.02.01A.1115.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A -H 0 -494 F -D 545 0 A- G 533 0 D- E 0 -447 G -B 0 -471 El o§PrATE OF e: k, F• OR\990 t we 40NAt E0278 ,`''vrpr tttlafwll p'lli 04/18/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing.Refer to and follow the latest edition of BCSI (Building iractices prior to performing these functions. Installers shall provide terhporary e properly attached structural shealhin and botbgn hord shall have a proge3., restraintWebswebs shall ham braacing ins'lled p r BC I sections ¢3, B7 or e10asshownaboveandonttaJoinl9Details, unless noted otherwise. Refer to 11 not be responsible for any Jewation from this dripwin ani, failure to build thei9, installation andel bracing Qi irussesA Seal on thio dr wi q or cover page1en_ gineerinq responsibility sollel or the desi n shoNn. The suitability ibilitli of the Building Desig er pe/ANSIIrPI 1c.2. A IPLNE N ffwmWNlY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number N330074 Ply: 1 SEQN: 9A6/9A7 258M8 258TB ,R/01 Oty, 1 FROM HMT2 / T73 / SY42 DnvNo 81107 1881146. 418729750079 Truss Label: FT10G I I KD / WHK 04/172018 Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL.0 00 BCDL' 5.00 Des Ld: 55.00 NCBCLL 10.00 Soffit: 200 Load Duration, 1 00 Spacing: 24.0 ” Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category: NA EXP: NA Mean Height. NA H TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall- NA I NA GCpi: NA Wind Duration, NA Lumber Value Set, 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot Chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1 00) TC: From 4 pit at 0 00 to 4 pit at 4.00 BC. From 10 plf at 0.0010 10 plf at 4.00 TC: 804 Ib Conc. Load at 0.15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. 1'7" 8 2'4"7 3'11" 15 if' 8"15+ 1.7..8 1,3"12 --{ F3,i 1.3„12 ii 3'11"15 -i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Cv NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf NA Ce: NA VERT(LL): 0 023 C 999 360 H 2008 / • / • / - / - / 4 0 Lu. NA Cs: NA VERT(TL): 0 042 C 999 240 E 505 - Snow Duration: NA HORZ(LL): •0.009 D - - H Min Brg Width Req = 1.5 HORZ(TL)' 0.013 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor 2.0 Bearing H is a rigid surface. Bldg Code FBC 61h.ed 201 Max TC CSI: 0.860 TPI Std: 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens Comp. Plate Type(s): A-13 0 -416 C - D 0 -415 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G -F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A -H 0-2011 C•F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D• E 0 -468 1( s0',oATE Q F Pe f o .,,,.......••' C 0 27s,//sn./ONAI r4o 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatin , handling,shipping, installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingitSafelyInformation, byY TPI an SBCA) r safely practices prior to performing these functions Installers shall provide temporary r BCSI _ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottorl hord;hall hav a properl gid ceilpp y 4ocations shown forpermanent lateral restraint 8f wsbs shall hav braonq ins[dlled per BC I s ctrons 3, 7 or B10ye._ A _ i fat s to each face. or truss and position as shown above and on tI a JoinrDetaits, unless note otherwise Refer to c ompon ntSS Grppupp Inc. shallnot be re$pponsible for any deviation from this dr8winp anY failure to buildgthe 1,or orlaandlirfgIshpping, mstpllaUfin and braGno1 irussesA Bal on thi; dr8wiriq or frhe suitabilityeptancefprTTessionareystructureismeresponsibilityoftheBuildingDesigrSerperANSlffPl15$c.T. TPI www Ipinst org; SBCA www ALPINENE M"WCwMH! 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt is 1.00 nri 1?n mrdn Vlnni ieinoei tS' sto— mainH+ pun+ln i. rI—i A C.,n-, n V.+ - inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces t) 1x4 'L' Brace Group A Group B t) 2x4 'L' Bruce (2) 2x4 'L' Brace Group A Group B Group A Group B. 1) 2x6 'L' Bruce (2) 2x6 'L' Brace Group A Group B Group A Group B J d U Q 14- S P F H F kl/p2 3' 10' 6' 7' 6' 10' 7' 9' 8' I' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 03 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' 1' 9' 6' t2' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' It, 9' 1' 9' 6' t2' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' Il' 5' 3' 6' 7' 7' t' 8' it, 9' 6' 10' 4' it' 1' 14' 0' 14' 0' S P F M1 4' 0' 6' 8' 6' ll' 7' 10' 8' 2' V 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 6' t0' 7' 9' 8' l' 9' 3' 9' 7' t2' 2' 12' 8' 14' 0' 14' 0' 03 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10' 111 ll' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' t1' 7' 5' 9' 2' 9' 7' 10' I1' ll' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 111 9' 8' 10' 4' t3' V l4' 0' U N L Q1 Q1 U O D- 44 S P F HF Rl / R2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' t0' 7' ll' 0' 13' 11' 14' 0' 14' 0' 14' 0' N3 4' 2' 7' t' 7' 9' 8' 9' 9' 1' t0' 5' l0' t0' l3' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' t0' 5' 10' t0' 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' t' 6' 5' 8' l' e' 8' t0' 5' !0' t0' 12' 8' 13' 7' 14' 0' 14' 0' S P D F L N1 4' 7' 7' 7' 7' 111 9' 0' 9' 4' t0' 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' 112 4' 5' 7' 6' 7' 9' 8' t0' 9' 3' t0' 7' 111 0' l3' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' t0' 6' t0' tl' 13' 4' 14' 0' 14' 0' 14' 0'- Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' t0' tl' 13' 4' 14' 0' 14' 0' 14' 0' 0' t0' tl' 10' 12' 7' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2'[ 12' 14' 0' d Lj X d U O Ni S P F H F kl / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7'2' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' t0' 0' Il' 6'2' 0' t4' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' B' t0' 0' Il' 6'2' D' t4' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' t0' 0' ll' 6'2' 0' t4' 0' 14' 0' 14' 0' 14' 0' S P D F L kl 5' V 8' 5' 8' 8' 9' tl' 10' 3' It, 9'2' 3' 14' 0' 14' 0' 14' 0' 14' 0' 112 8' 3' 8' 7' 9' 9' 10' 2' ll' 7'2' V 14' 0' l4' 0' 14' 0' 14' 0' N3 7' 4' 7' t0' 9' 8' t0' l' 11' 7'2' 0' l4' 0' l4' 0' 14' 0' 41 14' 0' Stud 7' 4' 7' LO' 9' 8' LO' l' ll' 7'2' 0' l4' 0' l4' 0' 14' 0' 4' 0' Standard 6' 6' 6' ll' 8' 8' 9' 3' it' 6' 0' 13' 7' l4' 0' 14' 0' 1 14' — Bracing Group Species and Gradest Group Ai Srvce-Pine- andFir Hen -Fir NI / N2 Stard 1 02 SWd 03 1 Stud 1 N3 lStandorJ Do las Fir -Larch Southern Pine 13 43 Stud Stud Standard Standard Group Bt Hen -Fir NI Btr Nl Dau las Flr-Larch Southern Pinellas NI NI N2 N2 lx4 Braces shall be SRB (Stress -Rated Board). d'or 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these grades. Gable Truss Detail Notest Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nin) nails. 38 For (t) 'L' brace- space nails at 2' oc. In t8' end zones and 4' oc. between zones. 3K War (2) 'L' braces, space nails at 3' ox. In 18' end zones and 6' oc. between zones. L' bracing must be a minlnun of 80% of web member length. Gable Vertical Plate Sizes Vertical Length Na Sollce Less than 4. 0' 2%3 Greater than 4' 01, but 3%4 less than It' 6' Greater than Il' Refer to common truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. WAFMMM am no fuLov ALL MMES 01 TM ORAND10 Trusses peq , Instal andbra Refer t w* • •fdle. the latest edition of #CSI Inwdet• eonponant Safety°t°nfo.oeelon•iy TPI ends1 A) for sty • • mil atTwrto n/#®t Ttas DRAvPG To ALL awmAcrots Dntalvid TIE OttTA imm VAT REF ASCE7-10—GAB16015 About L 1AL ONE able Truss DRWG A16015ENC101014 Diagonal brace optlont of truss end as Sham ..amu and on t,» Joint Neta, ,weep noted ax,er.be. e Refer to ba. l NA z f at..rd pt.t. paaltl -'- %* .c OR1 P•• Alpha, a division of ITV #,•dlnN CoFillm nts frro,m Inc. shag not be mspensNMe for any devlationANRWCAMMNY is tw ara.In# any failure to sad the truss In catfornance amu, AAVrPI L or for twrtaatp tebphta •••.•mss•••• v. TOT. LD. 60 PSFtalionas•ad p of tru vertical length nay be 13727\ Povetpon\ Ome ses. an tw drar,•y or cover pa Us to tw drawing, In•utes acceptance of profesdand 'GjI ,/ l A % T doubled when diagonal ly b that rttaPatn>h d <M #vbt0 Oesl7,wshowhAIKI/RI laSecZ W,/ 1 M\ FPLPM l8' 3R brace Is used. Connect Ldiagonalbracefor600# L• at each end Max web Br Ce total length is 14'. B 2x6 BF -1. 02 or better diagonal T'- Vertical length shown brace) single 8• im table above. 145*(as or double cut 3K shown) at L 1 upper end. Connect dlacona at Bracing Group Species and Gradest Group Ai Srvce-Pine- andFir Hen -Fir NI / N2 Stard 1 02 SWd 03 1 Stud 1 N3 lStandorJ Do las Fir -Larch Southern Pine 13 43 Stud Stud Standard Standard Group Bt Hen -Fir NI Btr Nl Dau las Flr-Larch Southern Pinellas NI NI N2 N2 lx4 Braces shall be SRB (Stress -Rated Board). d'or 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these grades. Gable Truss Detail Notest Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nin) nails. 38 For (t) 'L' brace- space nails at 2' oc. In t8' end zones and 4' oc. between zones. 3K War (2) 'L' braces, space nails at 3' ox. In 18' end zones and 6' oc. between zones. L' bracing must be a minlnun of 80% of web member length. Gable Vertical Plate Sizes Vertical Length Na Sollce Less than 4. 0' 2%3 Greater than 4' 01, but 3%4 less than It' 6' Greater than Il' Refer to common truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. WAFMMM am no fuLov ALL MMES 01 TM ORAND10 Trusses peq , Instal andbra Refer t w* • •fdle. the latest edition of #CSI Inwdet• eonponant Safety°t°nfo.oeelon•iy TPI ends1 A) for sty • • mil atTwrto n/#®t Ttas DRAvPG To ALL awmAcrots Dntalvid TIE OttTA imm VAT REF ASCE7-10—GAB16015 DATE 10/01/14 1AL ONE ptices prbr to perfarn)q these fvrctlons, Installers shall provide bracyq per Lhaemometedetmer.ba, top etaed s)wu waw properly attachad struc4w•aI and ro •E Q shall have •prape rly attached rltld eaNey loatlmu chem for perwyM tatted restraint W • shall have to at't7 Installed per NfS[ sections N3, B7 or 510, as eppbeble. Apel p1aW to each j, • DRWG A16015ENC101014 of truss end as Sham ..amu and on t,» Joint Neta, ,weep noted ax,er.be. e Refer to ba. l NA z f at..rd pt.t. paaltl -'- %* .c OR1 P•• Alpha, a division of ITV #,•dlnN CoFillm nts frro,m Inc. shag not be mspensNMe for any devlationANRWCAMMNY is tw ara.In# any failure to sad the truss In catfornance amu, AAVrPI L or for twrtaatp tebphta •••.•mss•••• v. TOT. LD. 60 PSFtalionas•ad p of tru 13727\ Povetpon\ Ome ses. an tw drar,•y or cover pa Us to tw drawing, In•utes acceptance of profesdand 'GjI ,/ l A % Sate\ 200 ly b that rttaPatn>h d <M #vbt0 Oesl7,wshowhAIKI/RI laSecZ W,/ 1 M\ FPLPMMaryland% Heights.\MO\83043 Far 'wee Iniorptlan we ,inti J!•s N•^a•'al rotes ywee and thew web aftev +tw ... troop TP[, ..w.tPInwta s#u, wwa. &d"u tr [CC. wlocsnfe MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure 0, Kzt = 1.00 llrr 120 meh Wind Sneed. 3n' Mann Malnht. fo—+wlv Onrinaed r.—.— O x.+ = 1 nn S 2x4 Brace Goble Verticnl Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B dD U Q S P F HFHF Rl / K2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' II' 7' 12' 0' 13' 9' 14' 0' M3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' It, 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' It, 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ll' 9' 8' 10' 4' 13' V 14' 0- SP F L 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' It, 9' 12' 2' 13' 11' 14' 0' N2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Il' 7' 12' 0' 13' 9' 14' 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' 111 8' 9' 9' 1' to, 1' 10' 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' l0' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' t' 7' 9' 8' 3' 8' ll' 9' 7' 12' 2' l3' 0' U Q/ 0 4 S P F fl FHF KI / 02 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' I4' 0' 113 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' l4' 0' l4' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' ll' 10' 12' 8' 14' 0' 14' 0' P DFL' O1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' R2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' M3 4' V 5' 11' 6' 4' 7' ll' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 1 4' 1' 5' ll' 1 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' It, 0' it, 9' 14' 0' 14' 0' d LD X d O S P F 1 i Ffl gel / N2 4' 8' 7' ll' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' a3 4' 5' 7' 7' e' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' l4' 0' 14' 0' 14' —0 - StudStud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' l0' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' B' 9' 3' l0' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' P D F L al 4' 10' 8' 0' 6' 3' 9' 5' 9' 9' 11' 21 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 8' 1 7' 11' 1 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' K3 4' 6' 1 6' 10' 1 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4.6' 1 6' 10' 17' 3' 9' V 9' 7' I1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4. 5' 1 6' 1' 1 6' 5' 1 8' 1' 1 8' 7' 1 10' II' Il' 5' 12' 8' 13' 7' 14' 0' 14' 0' VAT O'F oo S/ c pNAt0E e ve OR\e• Bracing Group Species and Grades - Group Ai ruce-Pine-Fir Hem-FIr el / N2 Stondord 112 Stud e3 Stud e3 Standard Dou las Flr-Larch Southern Plnews R3 N3 Stud Stud Standard I Standard Group Bi Hen -Fir RI Btr 1 Doul3tas FIr-Lurch Southern Pi esus MI Ml M2 112 loot Braces shall be SRB (Stress -Rooted Board). sFar 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. liable 1 russ IJetail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Goble end supports load from 4' a' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'0.0' min) naas. K For (1) 'L' bracer space malls at 2' ac. In l8' end zones and 4' a.c. between zones. AWFor (2) 'L' braces- specs malls at 3' o.c. In l8' end zones and 6' ac. ba seen zones. L' bracing must be a minimum of 80Z of web member length. Gable Vertical Plate Sizes FVerticnl Len tin No S Ice L.. than 4' 0' 2x4 Greater than 4' 01, but 4x4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 About able Truss Diagonal brace option, vertical length nay be T doubled when diagonal l8' brace Is used Connect I diagonal brace for 6900 L• L fateachend. Max web Br Ce total length Is 14'. 2x6 DF -L e2 or better diagonal r Vertical length shown brace) single 9' In table above. 45• or double cut as shown) at W L 1 upper end Connect diagona of 41middmtofverticalweb. Refer to chart al&v oYM109111111 READ Mm FO10V ILL GU aN TIS OMVM OMTW= RFAW TIDs mwim TD ILL cawnwTm V401AMM TIE DWA11ERL j Trusses require extreme care on fob. tong, handing, sit 0, Instal w Refer tion fallen the latest V~ of eC51 (ewadng eoporwemt safety Information, iy TPI w t1CA) for aalet pproroCticerasprior to pfarto these functions. Installers shall provide bra0n Per 8= LLeirs reteA ot/erwM, tap derd 040 have bottoniShproperlyOtte~ structural sheer and shall have a property attached elM calling. Lomtbro Oen For permanent leterol restroYwt of Wil have b aclo Installed WS1 sectlere e3, 07 r 110, Apply to f d O par as applloeble. plates each ofwood sition " am DrtW, esess rotM etlwebe. to drawings 16GA-Z O ester A pleb possttlens. AN ITwaoa MANY Algae, a dNswn of ITV thtang Cppomnts Gray Inc ehaa not be reyenOb4 far deviation f this drwiq, failure to brM the truss h conforrercl L xewithANUf far doo hsta"tion a brood, of trusses. A seal on tib trswenp err over age asth this drowe-p, lowkstes emeptanm of prafesslael1t3723%Ftiv pod%Omesuite%200 v 1ty sde17 for tie dealpn dawn, The srftabYq w rase of this drawalg 11 Por arty b 4w-- of tri &Ad% per AIEL/TPI 1 sect Mwrylan0% Heights.% 1610% 63043 Far mare Marmetbn_see this Job's general notes page w these web shoo VAT O'F oo S/ c pNAt0E e ve OR\e• Bracing Group Species and Grades - Group Ai ruce-Pine-Fir Hem-FIr el / N2 Stondord 112 Stud e3 Stud e3 Standard Dou las Flr-Larch Southern Plnews R3 N3 Stud Stud Standard I Standard Group Bi Hen -Fir RI Btr 1 Doul3tas FIr-Lurch Southern Pi esus MI Ml M2 112 loot Braces shall be SRB (Stress -Rooted Board). sFar 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. liable 1 russ IJetail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Goble end supports load from 4' a' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'0.0' min) naas. K For (1) 'L' bracer space malls at 2' ac. In l8' end zones and 4' a.c. between zones. AWFor (2) 'L' braces- specs malls at 3' o.c. In l8' end zones and 6' ac. ba seen zones. L' bracing must be a minimum of 80Z of web member length. Gable Vertical Plate Sizes FVerticnl Len tin No S Ice L.. than 4' 0' 2x4 Greater than 4' 01, but 4x4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orin 160 mph Wind Speed, 15' Neon Height, Enclosed, Exposure D, Kzt = 1.00 Orin 140 mph Wind Speed, 15' Neon Height, Portlally Enclosed, Exposure D, Kzt = 140 S 2x4 Brace Goble Vertical Spacing Species IGrade No Braces 1) lx4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B G) j d U Q S P F HF k1 / k2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' ll' 1' 11' 7' 13' 3' 13' 9' k3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' e' 10' 7' ll' 4' 13' V 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' Il' 3' 13' V 13' 7' Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' to, 8' 5' 9' 1' 9' 81 12' 4' 13' 2' SP D F L kl 3' 8' 6' t' 6' 4' 7' 2' 1 7' 5' 8' 6' 8' 10• 11' 3' It, 8' 13' 4' 13' 11' k2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' I1' to ll' 7' 13' 3' 13' 9' k3 3' 5- 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' l0' 2' 12' 11' 1', 8' Stud 3' 5' 4' 7' 4. 10' 6' 1' 6' 6' 8' 2' 8' 9' 9 6' 10' 2' 12' 11' 13' 8' Standard 3' l' 4' 0' 4' 3• 5' 4' 5' 9' 7' 3' 7' 9- 8' 5' 9' 0' ll' 5' 12' 3' U i Q) 15 ULIF o D - o S P F fl kl / k2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10' 1' 12' 9' 13' 3' l4' 0' 14' 0' k3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' V l4' 0' l4' 0' Stud 3' 10' 6' 2- 6' 7' 8' 0' 8' 4' 9' 7' 9' 1t' 12' 7' 13' 1• 14' 0' 14' 0' Standard 3' l0' 5' 4' 5' 8' 7' V 7' 7' 9' 7' 9' 11' Il' 1' ll' it, 14' 0' 14' 0' S P D F L kl 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' !0' 21 12' 11' 13' 5' 14' 0' 14' 0' k2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' e' l0' 1' 12' 9' l3' 3' 14' 0' 14' 0' 3 3' ll' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' l0' 0' 11' 8' 1.2' 6' 14' 0' 14' 0' Stud 3' ll' 5' 71 5' Il' 7' 5' 7' 11' 9' 7' l0' 0' ll' 8' 12' 6' 14' 0' 14' 0' Standard 1 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' ll' 9' 6' 10' 4' ll' 1' 14' 0' 14' 01 d X d U 0-- 1 S P F LJ Ffl k1 / k2 4' 5- 7' 7' 7' 10' W It, 9' 3' 9' 81 11' 11 14' 0' l4' 0' 14' 0' 14' 0' k3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10' 1t' 13' l0' 14' 0' 14' 01 14' 0' Stud 4' 3' 7' 1' 7' 7' 8' 10' 9' 2' 10' 6' 10' it, 13' l0' 14' 0' 14' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' t0' it, 12' l0' 13' 9' 14' 0' 14' 0' S P D F L kl 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10' 9' 11' 2' 14' 0' l4' 0' 14' 0' 14' 0' k2 4' 5- 7' 7' 7' 10' 8' It, 9' 3' 10' 8' ll' 1' 14' 0' l4' 0' 14' 0' 14' 01 k3 4' 4' 6' 5' 6' I0' -8'7- 9' 12' 10' 7' it, 0' 13' 5' l4' 0' 14' 0' 14' 0' Stud 4' 4' 6' S' 6' 10' 8' 7• 9' 12' 10' 7' ll' 0' l3' 5' 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3' l0' ll' ll' ll' 1 12' 9' 1 14' 0• AboutlL able Truss Diagonal brace option vertical length may be T doubled when diagonal 18' brace Is used. Connect diagonal brace for 775# 'L• at each end. Max web Br ce total length Is 14'./ 2x6 DF{ 42 or better diagonal T Vertical length shown brace) single In table above. or double cut 8' i0 ej 45' (as shown) at L 1 $ •• upper end. AConnectdbgonaatC our ring QQ nl nt of vertical web. Refer to chart a ve f iQe [e wwVAI.OIQ= READ A/0 rOJ.OV ALL MDIES OR THIS OGVVQ WMTWrm FMM TM OIAVDG TD ALL CO(1RACIOK USUMOfr TIE g6TN1FRL t Twos "VAre extrewe caro h FaWftatIng, hhudWo YrstalWq aria bra.h RNtr • r fait" the latest eadan N KS[ (#hddhp Comma, t Safat LNarnatbn, by TPI awd S%C.0 For sa ty • ps'act[cno prier te pherforwhp thea. f 1 have Installers shall pnravWe 4I sh"y b.'adq Per : ATEWsessrope, otherwise, tete chr0 sMll have property attached P.O. oval swh ud hollow Ona have a properly otpehed rind cesIng, Locatlons sham far Permanent lateral restr4w of • shall have bracing Installoapar #CSI saet[ae 13, 97 or 1"0, as apOl aMe. Apply pates to each f • 46 F9 N truss andOt sn as sham above and on the Joint Details, ureass noted otherwise. Refer todra IGGA-2 for standard Mate positions. 4 Q AN rtwaoellRwr A'Mne' a awiah of [TV kdc&q Cappahente trap Inc. shall not be respahtile far any davlatlon i ••. O, `,00 •• mbtatat tient brr N to thpeagatrus h conformance lith ANSI/TPI L ar for handthg, Otghy I F •s••••• G Cd 1of IaWeaftwl 3723\ Fbverpum\ Oma a.heYearYhp rasporDHy sdatcy for tta drib: sham d0eh4Oft dreabo q a rM a of Oft d as N t V v Smle\200 fr any structr b the, re ons#Olq of the #Vdihg DeOgrar par AI/IPI [ sae2 f•i ..s Maryland\ Heghb.\ MO\ 63043 far aero Information sea thio JobY generU notes ppaath erhd they aA Olen '`r'1( P• ALPl1E we..alpnehwite.Conh TF[. wew.eplhst erpr S#CM ehn sbctlustr ICO w ,Iccsafe Bracing Group Species and Grades - Group As S race -Pine -Fir Men -Fir Nl /n)2 Standard #2 1 Stud 3 1 Stud 1 03 Standard Dou las Fir -Lurch Southern Plrness 03 n)3 Stud Stud Standard Standard Group Br Hen -Fir Yl t Btr Nl 771 Douglas Fir -Larch Southern Pinewas MI #1 02 #2 1x4 Braces shall be SRO (Stress -Rated Board). sFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detall Notes= Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or l2' plywood overhang Attach 'L' braces with IOd (0.128'04' nln) malls. Bl For (t) 'L' brace, space malls at 2' oc. In 18' and zones and 41 O.C. between zones. K)Wor (2) 'L' braces. space malls at 3' a,, - In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertk:nl len tin Na S IIce Less than 4' 0' 2X3 Greater than 4' 0', but 4X4 less than l0' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' EF ASCE7-10-GAB18015 ATE 10/01/14 RWG A18015ENC101014 CLR Rein -Forcing Member Substitution T -Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. specified on n truss design but an alternative web L -Reinforcement or rreinforcement method is desired. L-Relnf. Notes: This detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(310 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T -reinforcement, L -reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with IOd (0.128'x3.0',min) nalls at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab aVN•ObEN WAD NO maw ALL VOTES ON Tills OiAVMG OFM O ROM MS WAVM TO N.L CORRACIOts OCUMM TIE WT#"MM *, jt 3 PSF REF CLR Subst. Trusses ngtA e.trew• cars H f4b*4tbq, huouig, shtppino, bust4lUp and brocbup IMfer fpaawCa the latest *dKim of KV (wart Cogmw I safety buforwnebl by Tv1 and slu7 far ety IPSF DATE 10/01/14 IYaessCeiotedt otMw, tQP ch pSMh Pre r s4dr ssttru cturat rtNm lam bohaveaproperlyattaduedMtldcAbta113, 37 o sIt*, for plCoNo.nc taty Pl restraNt afie . ATE PSF DRWG BRCLBSUB1014 shalthawbach hstaUedpar [ sectlans 17, •7 r 110, as uuppltable. fpply platesca eac ace of cruel od o eseemnas ahoan above aw en nr Jeb,( Decals, -do" noted ocheraw. • • • PSFMf.r to Av L•M-zfr standard plate posWans. A4*w. a dlslon of ITV Mdlq Cow*M is fang Ic. ahaU not be responsible fr an deviatila" • L10 • blD.ony felt to hwd the truss el confrwuce aHh N6(/RI L, r fr,wnwao ew,rn a. r /C•R ••LD. PSF tion . b.ach or trusser. ( ••••.••• A sral on uds anarup r mver qpr UstbuD this eraarw, rulcatoo, 000Pd/1Ce of professl.ual 'I V A a 11137231 Fb eupod\ Ome ros y savvy fr ehi desbu use fO sraaa• y j 7 Q f t il DUR. FAC. IISwte1200 for erry str"cOw b W ^Wort 4q' of tlue f I Marytand\ Heghts.\ MO% 63043 For won Inforwatlen set thb Job's aerwal rotes ppssM aM these aeb sites, W,a' ALPDFi sea.alpruelt•4:aw7 TPI, sea.epinstar stiCM see.sbdrueustr oral ICO aaalccsafe.erD un 1172 u" SPACING T Relnfal Menti Go Tr Gable Detail For Let -in Verticnlq ss Plate Sizes Troprlate Alpine gable detail for sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of lapped plates to span the web. it. 2* 2X4 2X8 rrovlae connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Molise 10d Common (0.148'x 3.',nln) Nails at 4' o.c. plus 4) naps In the top and bottom chords. Toenalled Nalls- lOd Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable deta0 for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014 A18015ENC101014, A20015ENC101014, A20015END101014, A2 I A11530ENC101014, A12030ENC101014, A14030ENC10lO14WEOA18030ENCIOIOl4, A20030ENCIOIOl4, A20030ENDIOI SUMENC100815, S12015ENC100815, S14015ENCI S180MENC100815, S20015ENC100815, S20015ENS11530ENC100815, S12030ENC100815, S14030 10 [ S18030ENC100815, S20030EMCI00015, S20030AD1008 See appropriate Alpine gable detail for WARMDUGK- READ AND FOLLOV ALL NOTES ON THIS DRAVDIO 11DfMTAMTMIMUSHTHUSDRAVWTOALLCOSTRACTURSIMMAMIQTHEDISTAIAMM Trusses reatre extreme care In fate tong, handling, shipping, InstaUbig and bracing. Refs tole folios the latest volition of KST UWdng Co.penrnt SOfety 4Konnatbn, by TPI and SBU) for cafQ prachvs prlr to perfos a these functions. Erotat(ss sMU provide tenporarrr bracc66qq ps YCS Unless noted otherslse, top dna, shall Mw properly attaded structural shearing. and bottom d shall Mw a properly attached rngld calling. locations sheen for permanent lateral restraint of vel LP0 shat( Mw bracVp Installed ps KSI sections g3, g7 r SIO, as applicable. Apply plates to each facoftrussandlittleasshonaboveandontheJointDetails, unless noted otherwise. Refer to draeYps 160A-2 for standard plate positions. Alpine, a division of ITV DiAdbng Components Crap Ina shell not be responsible for an y devlstlon fANRWOOMRU4Ythisdroving, any failure to build the truss ti conformance with ANSI/TPI L or for hmelmp shipping, ping, installation 11=4 trusses. A seal on or cover Pape Us t1i ides droving, Montes acceptance of professional 1113723% RweryMl Orrvsrespo illty solely far W design sloww The s/tabsmy will Wuseof s dravIng far11Sude%200 any to W responsibility of the bAdYng Designer per ANSVIPI I Sect, Maryland% Heights.% MO% 63043 For non bnfornatlon see this Job's general notes page lid these web stteaALPDIDsysalpbnNtexcruTPhvsv.tl)betargJ v sss.sbdnd * t ICO —acesefeArg 6ATE Ci OROt STONAL N0 278 04/1 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End-nolt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maxlmun allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member, material must match size, specle, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example, 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP g.3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 11) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = l l' 2' MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' F LET -IN VERT TE 10/01/14 WG GBLLETIN1014 Nail Type Duo -Fast CS157 1.5' x 0,105' Smooth Shank Coil Nall Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nail replaces 2 teeth SG )= 0.42) Alpine 20—gage H 1 Nail replaces 2 teeth Alpine 18—gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable Only On Offset No More Than 1/2' From Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), n nfiguration. Has Been Truss Design Drawing. Line 013111VN210Tss W"0 AIO FOLLOV N.J. (DIES ON tIS O2"VM o : ' g REF NAIL REINFORCEMENTDVMTNfr" full M TI= OMVM M ALL COIIVACMIK DCLUO g TIE vwxi Im " • Trusses all estrane cw In fabrltatbp, hardline, a pY p, InrtalWp lata tra Refer t saw. the latest ""don w 11131 (&Acfirp Corponent Safety Irrfar= 1U 6g, TVI and for w ty • i DATE 10/01/14 practices to per fe oto thew function, Installers Gall provide W ATE • lases roted ather.lsa, top drvV an,,, no" .ply attached st., a", 1 a botton Q` DRWG REPPLTNL1014aw LP amu have a properly attadxd X =Locations shown for pernanent lateral rostra/At of • shall have bracing Installed per RCSI sactlens 1 3, 27 or 110, as applicable. Apply ptates to each f 40 of truss and Ppoosition as shown above and an the Joint Oetals, unless noted otherwise. O • Ila : Refer to dra.Inps t60A-2 for staMsrd plate pwkbna I • U20 F" lpa•e, a division of ITV .A&V Carvo ants shall not be raspe.utle far an devotion ••:c ORS fW M,• P' COMPANY ISO -G lacy faun to sWd ehr truss In confxnance alai "NSI/IPI l or for hudtYrp sl+apIna y _( •••• wage elan , traebq of trusses. vsealantNsdrarii; or cover pW Useu,p tilt drawing, bdcatas acceptance or prof sslaml O13723\ "rpoM Ome r ' y f 04M TM sr/bebslty and ua of tib trap Sate\ 200 f: any ttnlcbsv b fwportmtOq of wdrq Deaprr per' Nm/IPI t Seel MsryWM\Nephls.\MO\830e3 for pore Infornatlon see this Job's Cenralwe bbnotespageandViewb shoe ailu{agn{{ ALP00 www,a twcdrl TPI, vw.tphwtargl SIICb wwasbcIdustry.eryr 100 wwlccswfearg (1(1774 n,I11217-112 NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth, Nail Type Duo -Fast CS157 1.5' x 0,105' Smooth Shank Coil Nall Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nail replaces 2 teeth SG )= 0.42) Alpine 20—gage H 1 Nail replaces 2 teeth Alpine 18—gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable Only On Offset No More Than 1/2' From Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), n nfiguration. Has Been Truss Design Drawing. Line 013111VN210Tss W"0 AIO FOLLOV N.J. (DIES ON tIS O2"VM o : ' g REF NAIL REINFORCEMENTDVMTNfr" full M TI= OMVM M ALL COIIVACMIK DCLUO g TIE vwxi Im " • Trusses all estrane cw In fabrltatbp, hardline, a pY p, InrtalWp lata tra Refer t saw. the latest ""don w 11131 (&Acfirp Corponent Safety Irrfar= 1U 6g, TVI and for w ty • i DATE 10/01/14 practices to per fe oto thew function, Installers Gall provide W ATE • lases roted ather.lsa, top drvV an,,, no" .ply attached st., a", 1 a botton Q` DRWG REPPLTNL1014aw LP amu have a properly attadxd X =Locations shown for pernanent lateral rostra/At of • shall have bracing Installed per RCSI sactlens 1 3, 27 or 110, as applicable. Apply ptates to each f 40 of truss and Ppoosition as shown above and an the Joint Oetals, unless noted otherwise. O • Ila : Refer to dra.Inps t60A-2 for staMsrd plate pwkbna I • U20 F" lpa•e, a division of ITV .A&V Carvo ants shall not be raspe.utle far an devotion ••:c ORS fW M,• P' COMPANY ISO -G lacy faun to sWd ehr truss In confxnance alai "NSI/IPI l or for hudtYrp sl+apIna y _( •••• wage elan , traebq of trusses. vsealantNsdrarii; or cover pW Useu,p tilt drawing, bdcatas acceptance or prof sslaml O13723\ "rpoM Ome r ' y f 04M TM sr/bebslty and ua of tib trap Sate\ 200 f: any ttnlcbsv b fwportmtOq of wdrq Deaprr per' Nm/IPI t Seel MsryWM\Nephls.\MO\830e3 for pore Infornatlon see this Job's Cenralwe bbnotespageandViewb shoe ailu{agn{{ ALP00 www,a twcdrl TPI, vw.tphwtargl SIICb wwasbcIdustry.eryr 100 wwlccswfearg (1(1774 n,I11217-112 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 1140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, t40 mph Wind Speed, 115' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 1?m wok VI -A C.. A IS• S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'LBrace Group A Group B Group A Group B 1) 2x6 V Brace (2) 2x6 'L' Brace as Group A Group B Group A Group B i J U Q CU SPF HF al / R2 3' 4' 5' 9' 5' ll' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' SP DFLF al 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' ll' 0' 12' 8'1 13' 2' a3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' L' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 41 UH Q 4 SPF F k1 /112 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 112' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' SP DFL MI 2 K3 Stud Standard X d U O 1 SPF HF M1 / R2 7• R3 14 ; 0' Standard ' 0' 7' 0' 7' 8' 8' 10' 0' 0' 5' ' 2' 14' 14' 0' SP DFL 41 4' 5' 7' 4' 7' 7' 8' ' 9' 0' 0' 3' ' 8' 14' 0' 4' 0' N2 4' 7' 3' 7' 6' ' 6' 0' 10' 7' 13' 5' 13' It' 14' 0' 14' 0' K3 4' ' 7' r 7' 5' ' 6' 0' 0' t0' 6' 3' 4' 3' 10' 14' 0' r 14' ' Stud 4' 7' 2' 7' S' 8' 6' 8' 10' 10' IO' 6' 13' 4' 13' 10' 14' 0' 14' 0' 01Standard4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 110' 5' 13' 2' 13' 9' 14' 0' 147 0' Bracing Group Species and Grades) Group As S ruce-Pine-Fir Hen -Fir N1 / $2Standar02 Stud 13 Stud d N3 IStandardi Do as Fir -Larch Southern Plneww 03 E2 Stud Stud Standard Stnndartl Group BI Hen -Fir NI L B t Douglas FU -Larch Southern Pines Nl NI N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). ssFor 1x4 $o. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with thesegrades Gable Truss Detail Notes) And Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 112' plywood overhang. Attach 'L' braces with lad (O.t28'x3.0' n4J naps. K For (t) 'L' brace, space nails at 2' o.c. in 18' end zones and 4' G.C. between zones. B11Bfor (2) 'L' braces, space nails at 3' or - In 118' end zones and 6' o.e between zones. L' bracing must be a minlnum of 80% of web member length Gable Vertical Plate Sizes Vertical Lenoth No S lice Less than 4' 0' 2X3 Greater than 4' 01, but 3X4 less than ll' 6' Greater than II' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. VAAI OM KAD Alm FOLLOW ALL NUMS ON THIS ORAVDQ w TAMO fl/«®1 alas ORAVOG TD — m(rRACTM DO 'MUG TIE D(STPUMIS. * REF ASCE7-10—GAB16015 sTrteperealiseexMwecarehf.br1osthp, handb,0, p*pbq, bwWJr,0 and br.cb,p Refer a* « raj fele. the latest .alien of K$I («,.An• eO0a11fmt S.fety Wormatlun, by TPI and s«cu far Fety DATE 8/3/15 pr.ctkes prior to perforr•q these Hereon: Installers shall provide bradna p•r L On4ss noted othereke, top chorrdy1sdhall Mw property .tteched structwl para and bo chord shall have a properly attached «Cs 04041. Locations shown for permanent lateral reseraht o . ;/ATE • + DRWG S16015ENC100815 sMll haw .,weave per I sections «i, «7 or ills, u apple.ble. Apply pl.ps t0 rodt ea • d 1 of trvss and es shown above uM on the Joint Deta•s, urease noted otherwise. • • Refer to dr. t60, -z for steMard plata Positions, rrI • AN IT1NC13MMNY el+s sAlpine.. wry faalure to a. tmanxw s In conformancets Co-oup 'he MULIMMi1 LL ar for an y /C •ee . Q R, Oeeee • tion a aadn0 of trusses. •..,...•d TOT. LD. 60 PSF r dream« ar cover pope O•(b1« thts drawsq, tndwtes ampt.noe of\\ 13723\ Rnerporn Ome do- thesJta4lY anuw of tlds\\ Smtel 200rty b eM fM BedbV Deslpner Per M6I/TPI t Sect y' nI ,O N A MsrybM\Hephb.\M0113]013 ALPIND ww.s information T ;"'• Je°'• $«Gln .ro..t.:•b6d," str4 n' [oo ::.k•rocs`f. klf/j 1U1?A MAX. SPACING 24.0' bit Truss Diagonal brace aptlom vertical length may be T doubled when diagonal18' 96 brace Is used Connect diagonal brace for 6001 L• at each end Max web BraLae total length Is 14'.e B 2x6 DF -L 02 or better diagonal r t Vertical length shown braces single B, In table above,or 45' double cut as shown) at L 1 upper end Connect dlagons nt Bracing Group Species and Grades) Group As S ruce-Pine-Fir Hen -Fir N1 / $2Standar02 Stud 13 Stud d N3 IStandardi Do as Fir -Larch Southern Plneww 03 E2 Stud Stud Standard Stnndartl Group BI Hen -Fir NI L B t Douglas FU -Larch Southern Pines Nl NI N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). ssFor 1x4 $o. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with thesegrades Gable Truss Detail Notes) And Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 112' plywood overhang. Attach 'L' braces with lad (O.t28'x3.0' n4J naps. K For (t) 'L' brace, space nails at 2' o.c. in 18' end zones and 4' G.C. between zones. B11Bfor (2) 'L' braces, space nails at 3' or - In 118' end zones and 6' o.e between zones. L' bracing must be a minlnum of 80% of web member length Gable Vertical Plate Sizes Vertical Lenoth No S lice Less than 4' 0' 2X3 Greater than 4' 01, but 3X4 less than ll' 6' Greater than II' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. VAAI OM KAD Alm FOLLOW ALL NUMS ON THIS ORAVDQ w TAMO fl/«®1 alas ORAVOG TD — m(rRACTM DO 'MUG TIE D(STPUMIS. * REF ASCE7-10—GAB16015 sTrteperealiseexMwecarehf.br1osthp, handb,0, p*pbq, bwWJr,0 and br.cb,p Refer a* « raj fele. the latest .alien of K$I («,.An• eO0a11fmt S.fety Wormatlun, by TPI and s«cu far Fety DATE 8/3/15 pr.ctkes prior to perforr•q these Hereon: Installers shall provide bradna p•r L On4ss noted othereke, top chorrdy1sdhall Mw property .tteched structwl para and bo chord shall have a properly attached «Cs 04041. Locations shown for permanent lateral reseraht o . ;/ATE • + DRWG S16015ENC100815 sMll haw .,weave per I sections «i, «7 or ills, u apple.ble. Apply pl.ps t0 rodt ea • d 1 of trvss and es shown above uM on the Joint Deta•s, urease noted otherwise. • • Refer to dr. t60, -z for steMard plata Positions, rrI • AN IT1NC13MMNY el+s sAlpine.. wry faalure to a. tmanxw s In conformancets Co-oup 'he MULIMMi1 LL ar for an y /C •ee . Q R, Oeeee • tion a aadn0 of trusses. •..,...•d TOT. LD. 60 PSF r dream« ar cover pope O•(b1« thts drawsq, tndwtes ampt.noe of\\ 13723\ Rnerporn Ome do- thesJta4lY anuw of tlds\\ Smtel 200rty b eM fM BedbV Deslpner Per M6I/TPI t Sect y' nI ,O N A MsrybM\Hephb.\M0113]013 ALPIND ww.s informationT ;"'• Je°'• $«Gln .ro..t.:•b6d," str4 n' [oo ::.k•rocs`f. klf/j 1U1?A MAX. SPACING 24.0' STRONGBACK BRIDGING RECOMMENDATIONS All scab-on blocks shall be a minimum 2x4 MBAI B IDGINGNGBACK RTOGETHER stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 4' so-The purpose of strongback bridging is to 0• ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 2x6 (OOC8'x3.0•) NAILS [N 2 ROWS AT 61 resulting in an overall increase in theSCABBSNOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGINGMEMBERS S FOR ATSTONETRUSS strongback bridging, positioned as shown in STRONGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10' -0' o.c. <max.) Mo.-The terms 'bridging' and 'bracing' are sometimesNOTE; Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lOd COMMON 0.148'x3') MAILS OR O important structural requirement of any floor 4) 10d BOX/GUN or roof system. Refer to the Truss DesignO28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' a o particularly 'strongback bridging' is a recommendation for a truss system to help a° control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce STRONGBACK BRIDGING bounce' or residual vibration resulting from PACING REQUIREMENTS moving point loads, such as footsteps. to l0' None required a to20'1raw tatcadefof VW The performance of all floor systems are 2) tOd COMMON (0.148'0.0•) OR to V 2 foes a at cads V3 BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK ( 3 roes at enhanced b the installation of strongbacky9 TOP AND BOTTOM OF 2x4RESTRAINED AT EACH END. (a foes at l0 ac bridging and therefore is strongly recommendedSCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) b Alpine. y p 10d COMMON (0.148'0.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0•) ® NAILS. O For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). oa uWigha 1S F%e1,4 hI0 00 ATTACH S • TO SF'•. CHORD TH QD #10 STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0. 848 e>awMM TI 1FAn am ftM N.I. nC tarts to THIS mnvoo amtT«ttd fuawsn T1l[! oaAvtrc TO VIJ. W off nct 9M 0 nacfu Exs Tt * S PSF REF STRONGBACK Trusses rawA e.treme cors n febAoatYq, handing, shppb g, nstaxnp aha pre np Refer face t,,e latest eduan of ust wdng edoow. safety tMbrwetbn, Iq, TPt &M flG) for sa ty prectloes prier to perfw M thee. functa,ns. imst.Rers awu w oww tenpasry _bredng Per Unless noted ethar.4e, top chore shag lore properly eI.. dtrVc4'al slte'i an° bettor. ATE DL PSF DATE 10/01/14 a (] shall have .properly att.Ord rigid cNny t000tlua shaen for per"enent tater., restrent w shalltruss aha PC~ k. ach pm 9nen above o'nd on M•TJons D eiass ss Mleddoothe Msseus to ea0 f , Refer to drs lamt-: far standard plate pasMlond. mW*• •• O••• pOICe••• Ir PSF PSF DRWG STRBRIBR1014 AM rtwOOMMNY Alpine. s dwlen of tTV gudng Cmponents Group LK. shall mat be rule far any dev a. fr ew dr..bq, any feaw to bVd the truss n tan omm ce dth w/stnPt 4 or far haMWp, sl png colon a bredng of trussed. A seal an Oft dra.ng or cowrpepe using tfas aa.ng, 111 ••• 00001 s..d• yIi LD. PSF l l 3723l Rrwrpoel Odw arI in .«.pans or prefesabW w a eretp rs s 11ty qday fe !hi ore ahso line adabdlty .tad of uds eraei p for 11I 4be,O A` UR. FAC. 1.00 Madel inn MaryhMl Hephb.\Mwwou any dbre«re lr tJr. r aps alty of` et: ludro Ilest9ner par fststml t s.ct re Mre nfarnaNan pe tNs Jab't genfr0l Mad eM thase .eb sftw era c, arra,,, , try"yo gb .e.Jxsefe x+141 SPACING Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better. Bot Chord 2x4 SP 142N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better. WK Attach each valley to every supporting truss with) 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 12 3X4 12 Max. 2X4 X4 i— 8-0-0 Max .i 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. www Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley Valle Spacing Square Cut Bottom Chord oe-nailed Valley 12 12 Max. F— X3 1X3 6-0-0 1X3 (Max Spacing) 1X3 5X4/SPL 1X3 2X4 Q oL\ r`g SQ O 20-0-0 <++) Supporting trusses at 24' o.c. maximum spacing. VATE OF ORYPt NAL 2X4 4X4 if Stubbed Valley Optional Hip End Detail Joint Detail T Partial Framing Plan 0 30 40PSF REF VALLEY DETA PO 15 7PSF DATE 10/01/2014 X10 10 10 PSF DRWG VAL160101014 0 0 0 PSF 60 55 57PSF PW FAC. L25M3311.15 ILI SPACING 24.0' VAR7Os READ Alm fLLLGV ALL MM OR TIUS WAVVG OfUTARfss ROM IICS WAVDIG TO ALL COWMACIDIM DfllO1DG TIE D6 XAMtS. Trusses rprb a extreme can In fa6rlmtip, haNllrq, shppb p, bt UkV aM 11 Rafar to an fades the latest ealtlmr eo YCSI Cfuldtip Caponent Safety Warnstlon, y TPI end SlU7 for safet pprro'6cetces prior to perforwhp thea gslcfdons Installers shed provide hrs= per SCSI. Y'iiss rated otherelpI top chary sheU have properly attached strwtu al drta and Yottm ch ONF9 shed hew a properly attQ rldd C Locations sheen for perwenent lat rat nstrsMt of eel d shell hew brodp btswed per 1 $l seeHons p. 07 or p0. as a Apply plates to each fac of tress and p slll0n as sheen above and on the Jabrt Octets, seders rated otheralse. Refer to droebrps I60:Z for stwWard plata position: AN RWOOMPAW AtPIrw, a dWakn of RV DA0v Cerperrnts Crap 1w_ Gall not be regwutle For arty devlatlbn f tblAdoNa tr.es ti canfenance ellh ANSI/TP[ 1. or tar haMh0, 6100 g, art L W vdf+ p of A seat a this draatng ar over papa Usth this dnebrg, bMmtse aooeptame of pMesskeW 1 723% Rwerpor0 Cm* meV' for fhr 410 sheen, Th a/0ebslty and use M fFtr baabrp Par M' b nth' of W VSD he>di Pe AI RPI l Sect. II Swle%Z00 1 Maryland% Hethb.%MO%63043for rerabrfornatbr see ,pb's general rotas N artl thea eeb sroea! VATE OF ORYPt NAL 2X4 4X4 if Stubbed Valley Optional Hip End Detail Joint Detail T Partial Framing Plan 0 30 40PSF REF VALLEY DETA PO 15 7PSF DATE 10/01/2014 X10 10 10 PSF DRWG VAL160101014 0 0 0 PSF 60 55 57PSF PW FAC. L25M3311.15 ILI SPACING 24.0' W I VALLEY FRAMING & BRACING DETAIL I R ec 01 Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8.8d (0.131"x2.6") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7 -OS, 140 mph, Enclosed, Cat II, Exp 6,1=1.0, KZt=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp D. Ktt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING f VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psi (TO) Max. e the crlppes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. Typ) Innection Requirement Notes 2x6 rakers to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails Ridge board to truss a•) 816d face -nails Rafter to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper 8 truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Puffin to (Typ) 316d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe-nalls v ^ w " 13. Collar beam to raker 416d toe -nails 8 BLOCKING NOTESCRIPPLE, BRACING, NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 6'-0" to 10'.0" long nailed wl 2 -10d (0.148"x3") nails. Or 20'T' or scab reinforcement nailed to flat edge of cripplo with 10d j0A 28"x3.0") nails at 6" o c. 'T' or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces wl "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board anstall blocking under rafter If sleepers are not used. dnstall blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise. aryAtbafl0= WAD Axl fMA" ALL mom OI nils IlAved o®IOtTAwoo fmm nos ofty 4 To ALL awriocim Ocum m TK IIttTALLMR Trussr raa,iv awtr two h fabrlcethe, hendhp dVpphe, Inrtallft W bftckg aeleagt follow the latest adthm of KSI WdbV COPWAM safety Infornotb% by Til and foga pPa 4's prier to 09 fe,"k tlwso fu,w:tlorls. Installers Orli prevbl0 tawparary 0 so 0 per I tears roW evwrwW, tap dvri sMll Mve properly elrladwd siv%Kteal dret*V sed bago w sMu have a properly ottodwd r celhp locations shown for pernwwnt lateral restrahtyl shoo have bradna bw WlN per in sectW q, 17 or 3W, as applicable. Apply dates to MO of truss W Mon as shown above W on trw ddnt Oetalts, ureess noted otherwise. Q Mfr fo ar..lro: 160"-Z for standard plate poshlo,r. Alpbw, a dvtslon of tN SLAdwe Conporrnts rroo Inc Orli not be nsporable f, aw,yy dovbtl AN ftWOOMPAW tib dreehe wry fetwe to thw truss In cw~.ar :w *11% AxSVM L or far M,WIe, aMq bwtallavom a bm ach of trusses. A sed on Ws`traehe or cover paw 11 to lids drawha, bdo.tws acceptance of proiesslwrl enpYwsrhe reawaarlsy sdsly Ior tlw desb, 6ho— Tlw WtoWty W uw of Yb dn e W$91.skOo a Dna for .ray s tcMs s b W reapwrt6ny of tlr 1J3 a tLatarrr W I swcz EaXhCey.61063015 for nww Mornatlen sr INs Job's owwrwl rotes ppatpps W these web Otev ARYMP eralphenwconl Tib wwetplrwterp, SICM wr.mdv0ustryegl IDD raloesoffAm N' ee.G NF No. 70861 STATE OF Pd e. O./R iO.. TC LL 20 30 40 54 TC DL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT. LD.30 50 47 61 DUR. FAC. 1.25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/14 DRWG VACNV1801015 WORD COPT' City of Sanford Building and Fire Prevention Product Ap g, Specification Form SAt:FORD Permit # Project Location Address: Anastacia -524 Red Rose Ln., Lot 168 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orcl. 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) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-112 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-1113 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI -2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 J01 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION n dApplicationNo; Documented Construction Value: S el Job Address: s / /GPC/ . l.C.U L P D Historic District: Yes No Parcel TD: /'% Residential 9 Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone-, Fax: Email: Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Mame NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20, Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESCLT 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised- June 30.2015 Permit App:icadon OF 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 Tabic in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Dato Print Ounter/Agent's Name i Signature of anti r gent TONY MAHAFFEY Print Contractar/Agent's Name AAA a1L A-AJRW 1 l lZ Signature of Notary -State or Florida Date Signature offfitery-State of Florida GEORGIA UG 41.2020 Owner/Agent is Personally Known to Me or Contractor/Agent is / Personally Produced 1D "Type of ID Produced 1D Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: Revised: June 30, 20 15 ENGINEERING: FIRE: WASTE WATER: BUILDING: Pormit Appikation ECEIVE JUL 2 6 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: Documented Construction Value: S Inh :address: 1,52_'-1 IZ d (t-` - 1i11k, Historic District: Yes \o Parcel I.D: I _(1-+ 110's 11H h b f W 1(A) Residential 5Comrtercial Type of Work: LTJ :kddition El jAlteration Repair Demo Chanoe of Usee -NIoN.e Description of Work: I -Ca 1 I i''' P r .1lF f J'' J-(_; I: r I1, in Plan Review Contact Person: Pholle: Fax: Email: Property Owner Information Name Tmiloy- d[,Yf1',rri Phone: Sheet: Cit.'. State zip: Title: Resident of properly?: Contractor Information tl i' Mane` i ( _ 'E r— (' i I I.`' ='(_ `1^ i' t- 1 Pho(Ic: G: I 1 O1 6; i 1 j 1 1 i ' ` Fax: L..`" t ,!)s I CL )% _ t Cite. State Zip: ( -),4-1 / j State License No.: Name: Street: Cite. St. zip: Bonding C'omp:lny: Addre;;- Architect/Engine-er Information Phone: Fax: E-mail: lortga,-e Len(Ier: address: WARNING TO YOUR )':\II. RE TO RECORD A NOTICE_ OF COMMENCEMENT MAN' USULT IN 1'OL'I: P: NTNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A sunCE OF COMNESCEmENT MUST RE RECOu)CD AND POSTED ON THE .1010. SITE BEFORE•- 1 -1 -JE 17IRS'1' INSPEC"I'IO.. IF YOU INTEND 1.0 OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN AI'TOiINEY BEFORE RECOi:DING YOUR \O'1'ICI: OF S r:3.'•: l:' i'?::'.:l -.... ice' i:.t i::. ii l'::. °i...... .»!.!:.. .: i 1.^..:1:... I c.':l: :'J lC C•:i: c'i i.! .:?R..:.' i? , ^..t. ,t•.,jl t' iu jlai>'i•:::.'n. I undcrs:artl 11131 a separ•atz. permh r:lu;t be secured for elccirical urk. pluclbiir_ si_r:;. tel!s. pool;. furr'.3ces. boilers, heaters. tants, and air conditioner's. etc. I'M 10;.- Shall be in;cribcd ailll III-.- chic 1.1'rp;tli:aii„t: and 1lic cmic in cM.-cl a, u.'thut da' -c: 5 ' Lr!i:i,.n 1:111;1 1'1uri,i.t I:uildi^._ Code NOTICE: In addition to the requi:cmems of this perrut. there may be additional restrictioas ap pli;able to this Propernthat may be found in the public records of this county, and ihcrc may be addrio:tal pemlits required from o:her government~! entities such as water manacement districts, state acencim or federal acencies. acceptance of permit is verification that I will notif<' [he owner of the proper• of the requirements of Florida Lia; Law. FS i I:. The City of Sanford requires payment of n plan rC\ i;n f;e aa; the time of p:rmit submiltal A copy of the executed contract is re;uir;.' m ord:r to calculate a plan rcwien chart; and will be considered tae estimated construction value of the job at the time of submittal. Th: a.mml constrlcti^n \•glue will be fletscd ba.cd ou ta; cu. -rent ICC Valuation Table in effeci at the tit": the pern;:t is isssed, in accordance wiih local ordinxice. Should cal:ul't.d chin's :I_Ured off the executed contra:i c\Weed the am.11 conStr,h:ior? creddit \till be ap Iied to your pernh fees aper, the permit is iss ca. OWNER'S AFFI)7AViT: i certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulatin<_ construction a .ani ig. D::: 0\\il-!r A ,,etii 1: Pero -%:!Hy Kno-wr to Me or Produced ID Type of ID Car.: Coi:ir':ilii 1z P or Proaaced iD T\i,: of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildirY EIcal '11-62 tical PI!!t i, •"-'D G Root construction "fype: Occupancy Use: Flood Zone: I oral S(I F1 of Mdg: a. Occupancy load: 01' Sio1'ies: Ne\\ Construction: Electric -:# of :gips Plunlbing - i_ -'of Figures Fire Sprinkler I'ei niir. 1"e; N. = of Fire Marm Permit: )'es Non 1PPRUA US: ZC\IXG: C\Gf\EEi`ING: C0 1\1EN, CS: L' T IL ITIES: FRE: WAS T E V%'ATEr : l,L•ILDI_.\ G: i Job Address: Parcel ID• Typp-orworks Tew1 Description of Work: C`IYIOF SANFORD BUIL•DINQ1&1jIRE P EVENTION AERIUII-T APPUCATION Application No: Documented Construction,-Vahit-. IIistoric.nistrict Reisid'ciitia Commercial . I-Additiion l AjterationE1.-Repair•Q perilq;0 wChalge of :Use i,. ove f9_1' WYvl:f •e; iGtli,J'i Tv r l 1 ..: .t. 4, . . • • .•... Plan Reviesli Contwq-yerson• Title: Phone: _`W-I-Ool Fax: LOl-•32s-3 re mail J)1i: Corn. Pro erly. Owner Information Ake( Phone:-- Street:C:%( i Resident• olf r City; State zap: Name •• a Strut: City, State Zip: Name: Cont1mc-tol- laformatlon Cod 1'sLo Fax: rc State License No.:.en S' ZC", ArchitectlEngineer •inl ormatici Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORW IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .OF COMM9NCkk1kNT 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 OFCOM1VENGEMEW. - - - pplicaHeA-is-hereby-tnude- to obtai tt permit to-do-the-.vork :md-instlaiions as ind cated. 1 certify-tharmu-WMkofinstu U:tiianirs3 commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: V' Edition (2014) Florida Building Code lievised June l0 2015 _ _ _ _ _ Pennh Application QT, ICEi Imaddition:to the •re4pticrridn* &-of this .permit, there may be additional restrictions applicable to this property that -;nay -be fou6d:in•the•pulilic records -q Allis county, and there may be additional permits required from other governmental entities'such.as water management districts, state agencies, or federal agencies. Aeccptaiace. o#permit is verif cation that I w 1: T3+ thb owner of the propetty of the "a irements of Floridd Lien 7.aw, FS 713, The City of Sanford reyuiees:payment of a-plamreyicW fee at tbe.time'.ofPermit.submittal. A•coliy.•of the executed contrast 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 fgurcd••based on the current ICC Vilgation Table in effect at the time'the perTrtif'is issued, in accordanc'e'-,kith 1ocal'6rdinaric6. -Should calculated charges fgured o#''the-cxeeuted contract exceed the actual constivotiori'valoe, credit will be,apptied tQ your-permit,fccf:wJitn,the.permit is issued. MI-ER'S?A FMA -MIT: 1-6''Aify that'Sll'6f the foregoing information is accui=ate 'a&t` y*orlc will: be'doti•e in compliance with all ap.V7irable-laws r-egal'-"n cousteuction aWd-zo , SignymeofOwnu/Agent Dsoe - Print Owne dAgeM's Name Signadueof Notary -State of Florida • Date_ Owner/Agent is Personally •Known tip Meer Produced ID Type of lb Siof Signature; of LCA VrfAgu r _ .. it's Namc 11 A4- tatt of Florida Date CHERYL. D AKERS MY COMMISSION! # FF998962 z 1„ , EXPIRirS June 05, 2020 I:0>)j98.O1SJ F1ofi0sNoaarySeploe.cum Contractorl4gent is _Persoiraltry KnOVHntoMe or Produced ID Type of ID BELOW I&FOROFFICE U -SE ONLY Permits Required: Building Electrlcal Mechanical Plumbing Gas Roof Construction Type:- Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Aai!ps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No #"of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revi2edWunc-30,_20. S--- _ _ — — _ — _ — __v..,..i 0 r:n r • - r.f . 6. i) AUD1.a:,.IR. Cull I.VI YaaMrlbrw: ;n Mrnlx Om f/H/Rlc I+WI w.n>.•14ti1rN o. aor- nte • snuttp'UI') tl IWq Y ['I.P Qa 417RY aJaYpv..•w fnw.•. 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FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Builder Name: 71- Street: 7y Aod lW l ° Ll7 'Permit Office: City, State, Zip: CL{r" i JY771 Permit Number: Design Location: 1(/ Jurisdiction: 1 p Square Feet: Conditioned Volume: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: Leakage Characteristics CFM (50): M, Q15ass E] Fail ACH(50): 1 1/ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2. SIGNATURE: e l//UI PRINTED NAME: Eric Goodwell Where required by the code official, testing shall be conducted by an approved third -parry. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Building Code Duct Leakage Results Builder: Neighborhood: 227 1A, Lot #: Address: City:-kiz6ldl1 State: Permit #: Square Footage: X D X Stage of Construction for Test FIRough in with Air Handler ElRough in no Air Handier 0 Post Construction Duct Leakage Test Results: (y Duct Leakage percent requirement: % System CFM25 Square Foota aCFM/11000s Duct Leakage ft. Location Pass or Fail 76 2 3 4 5 Rating Company: SkveTec® Rater Name: Eric Goodwell Rater Signature: Fail Inspection Date: ZZEZE7 me" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com aided."to BPI-lD ;5 598$9 • - _:: ^: - las:-su:c ssfull -onm: Mete=a com reensive v t-aton-and::is•a:certfied=. Y rapt:Dt::-• uct==ea =e=•.: ._ . urie-,16- =201 _... - Expire: 5/j6y2020: • - - :. •: '..-. • ::' : _= _.--^.._ :. -:• , er grace-DeMairie Chief Executivefficir I=N-G-.:.P..ER F O.It 1VI A:N C: :I:N ST I T=IJ::T:=:=":: DESCRIPTION AS FURNISHED: Lot 168, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Divya Prasad Chilukuri and Ramobujjayya Talluri; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding o lVTTI 30' UNNAMED PLATTED ROAD RED RO,S.7' Q) FLORIDA LAND & COLONIZATION TWO STORY TRACT I (UTILITY & ACCESS R/W)' ANON COMPANY LIMITED W. BEARDALL;S PER DRAINAGE PLANS V\- - PROPOSED DRAINAGE FLOW 50' R/W) MAP OF Sl. 40SEPHS P. B. 1, PACE 114) BUILDING SETBACK LOT GRADWG ,TYPE A S 00°12 21 "" E OR CASEMENTS TILT M1TCT THIS PROPERG: 4. NO VNDCRGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. S 5961 R or 40.00 " FENCE ON REC. 456 I.R. R/• • RIGHT -Dr -WAY h CS'•1. • CASCMCIII 10' LAND CAPE, WALL, SIDE CORNER = 10 0. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 10)9, UNLESS OTHERWISE NO. TED9. NICESMT. C[NIIFICATE OR AVTHORIZATION No. 4590. vv.CL':. WOOD rENCC/b CONCRCTC BROCK 19.26' 19 26' 19.26' LOT 219 5 SG:LE 1 1' 271 DRAWN BY: ••• 7.0'x3.5' 168 A1CCERTIFIEDBY.• ORDER .o. X73' 1122 0 PLOT PLAN 05-71-2018 -I8 C • cNORD C 0 CHORD ICARING AC PAD OT NORTH 5.00' THIS BVILOW01PROPERN DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS ITER "FIRM' TO ER, R.L.S. 14714 ZONE X• MAP / 12117C 0055 r 5.00' 15.7' 14.3' i CONE. t4.3' 5.00' LOT 167 52,4 Qeb rc>S( L's) L P.l, 167.14' 9• 3-------------- y--------- REC. 1/2• I.R NO 1. D. COV'D. BRICK 7' 25.22 0.2' 10' UTIL. ON ESMT. 21.3' BRICK WALK 16' J BRICK 1 DRIVE 5.20' 5' CONC. V/ALK 8.6.)N 00414 55 " W 40.00" 5.00' REC. N&D 1 4695 LCGC'1D - n P • PLAT PDL. . POINT ON LINO o lVTTI IYP. . TYPICAL PRL. POINT Or RCVCRSC CURVATVRC tt •POINT Or COMPOWID CURVATURE RED RO,S.7' Q) RA0. • RADIAL TWO STORY TRACT I (UTILITY & ACCESS R/W)' ANON to PER DRAINAGE PLANS V\- - PROPOSED DRAINAGE FLOW 50' R/W) RESIDENCE BUILDING SETBACK LOT GRADWG ,TYPE A Lb OR CASEMENTS TILT M1TCT THIS PROPERG: 4. NO VNDCRGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. F.F.- 24.02' PROPOSED F.F. PER PLANS - 23.9' ++ 1 Cb R/• • RIGHT -Dr -WAY SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ CS'•1. • CASCMCIII OJ. RASE BEARING SIDE CORNER = 10 IW... DRAINAGE UT,•- • 0. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 10)9, UNLESS OTHERWISE NO. TED9. VIII TTY , MAIN LINK rCNCC C[NIIFICATE OR AVTHORIZATION No. 4590. vv.CL':. WOOD rENCC/b CONCRCTC BROCK LOT 219 P.C. • POINT Or WRVATURC SG:LE 1 1' 271 DRAWN BY: ••• or TANGENCYP.I. . DESCRIPTIONOCSC. DCDIU, ION A1CCERTIFIEDBY.• ORDER .o. R • RADIUS L . ARE LCNGIMLAnL2449 PLOT PLAN 05-71-2018 -I8 C • cNORD C 0 CHORD ICARING 5.00' FORMBOARD FOUNDATION ELEVS. 07-27-2018 4947-18 NORTH w FINAL/ELEVS. 11-26-2018 7823-18 0 - A' ORUSC. P.l, 167.14' 9• 3-------------- y--------- REC. 1/2• I.R NO 1. D. COV'D. BRICK 7' 25.22 0.2' 10' UTIL. ON ESMT. 21.3' BRICK WALK 16' J BRICK 1 DRIVE 5.20' 5' CONC. V/ALK 8.6.)N 00414 55 " W 40.00" 5.00' REC. N&D 1 4695 CRUSL71VAf 'YETR-SCOTT & ASSOC, INC. - LAND SLUR UEYORSI LCGC'1D - LCGCND - P • PLAT PDL. . POINT ON LINO o T . rl[LD IP. IROPIPE IR. IRON RDD IYP. . TYPICAL PRL. POINT Or RCVCRSC CURVATVRC tt •POINT Or COMPOWID CURVATURE RED RO,S.7' ZANE RA0. • RADIAL PROPOSED =FINISHED SPOT GRADE ELE TRACT I (UTILITY & ACCESS R/W)' ANON NR. NDN -RADIAL PER DRAINAGE PLANS V\- - PROPOSED DRAINAGE FLOW 50' R/W) V.P. • WITNESS POINT BUILDING SETBACK LOT GRADWG ,TYPE A CAL[. • CALCULATCD PRA • PERMANENT R[rCRCNC[ MONUMENT OR CASEMENTS TILT M1TCT THIS PROPERG: 4. NO VNDCRGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FRONT 25' REAR = 15' PROPOSED F.F. PER PLANS - 23.9' ++ S. THIS SURVEY IS PREPARED FOP. TII! .O_E BENEnr OF THOSE CCRNIEO TO AMD SHOULD NOT Of REENA UPOW BY /NY OH•CI CNTNY R/• • RIGHT -Dr -WAY SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ CS'•1. • CASCMCIII OJ. RASE BEARING SIDE CORNER = 10 CRUSL71VAf 'YETR-SCOTT & ASSOC, INC. - LAND SLUR UEYORSI LCGC'1D - LCGCND - P • PLAT PDL. . POINT ON LINO 00 E. COLONIAL OR ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436T . rl[LD IP. IROPIPE IR. IRON RDD IYP. . TYPICAL PRL. POINT Or RCVCRSC CURVATVRC tt •POINT Or COMPOWID CURVATURE NOTES: I. THE UNDERSM:NED DOES HEREBY CERTIFY THAT MIS SURVEY MEETS THE STANDARDS Dr PRUIGTICE SE7 FORM BY THE FLORIDA BDARO OF CA • CONCRC IT MONUMENT RA0. • RADIAL PROFESSIONAL SURVEYORS ANO MAPPERS IN CHAPTER &1-17 FLORIDA AOMINISTRAMT CODE PVRSWM TO SECMN 177.077, TEORIM STATUESSCTIR. • I/7• IA •/ALO 4596 NR. NDN -RADIAL 7. UNLESS EMBOSSED WITH SURYCvpR'S STGKANR[ AND OR/CIN4. RAISED SEAL MIS SURVVY ANP OR COPIES ARE NOT VAUP. RCC RCCGVCRCD V.P. • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TING INFORMATION FURNISHED TO ME SURVEYOR. MERE MAY BE OTHER RC,711' ^04!5VAJ • OINT Or DEGININNG P4 C. • POINT Or COMNCNCCMCNI CAL[. • CALCULATCD PRA • PERMANENT R[rCRCNC[ MONUMENT OR CASEMENTS TILT M1TCT THIS PROPERG: 4. NO VNDCRGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CNTCRLINE NL. • NAIL L DISKr-V rr, • rINISNCD rLOOR CLCVATIDI BUILDING S[TDACK LLMC S. THIS SURVEY IS PREPARED FOP. TII! .O_E BENEnr OF THOSE CCRNIEO TO AMD SHOULD NOT Of REENA UPOW BY /NY OH•CI CNTNY R/• • RIGHT -Dr -WAY 11ON • 0[SENBEAR 6. DIMENSIONS SHOWN rO,T THE LOCATION W IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSIRVCT BOUN?.RY UNES CS'•1. • CASCMCIII OJ. RASE BEARING 7, DEARNVS. ARE WW ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BLARING (B.B) IW... DRAINAGE UT,•- • 0. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 10)9, UNLESS OTHERWISE NO. TED9. VIII TTY , MAIN LINK rCNCC C[NIIFICATE OR AVTHORIZATION No. 4590. vv.CL':. WOOD rENCC/b CONCRCTC BROCK P.C. • POINT Or WRVATURC SG:LE 1 1' 271 DRAWN BY: ••• or TANGENCYP.I. . DESCRIPTIONOCSC. DCDIU, ION A1CCERTIFIEDBY.• ORDER .o. R • RADIUS L . ARE LCNGIMLAn L2449PLOTPLAN05-71-2018 -I8 C • cNORD C 0 CHORD ICARING FORMBOARD FOUNDATION ELEVS. 07-27-2018 4947-18 NORTH w FINAL/ELEVS. 11-26-2018 7823-18 0 - A' ORUSC. THIS BVILOW01PROPERN DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS ITER "FIRM' TO ER, R.L.S. 14714 ZONE X• MAP / 12117C 0055 r JAMES W. SCOTT, R.L.S 1 4801