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460 Rocky Grove Ln 18-1886; NEW SFHe I da t, 2 — 7, Z— CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION pplication No: Documented Construction Value: $ 00 Job Address: A(0 Historic District: Yes [I NoEl Parcel ID: _21- 19-30-SIO _0000- W 0 Residential ly Commercial n Type of Work: New E Addition n AlterationEl RepairEl DemoEl Change of UseEl Move 1:1 Description of Work: NEW SINGLE FAMILy HOME - THORNEBROOK PHASE 4h LOT NUMBER: 29S Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphneBPermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: uity,NtateZip: IVIAIILANU t-LJZ/01 State License No.: Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address - 407-257-6940 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOtICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. of Owner/Agent TAYLOR MORRIS( Print Owner/Agent's Name Signature of Notary-Stat6—of Florida Date v P% (). A. CL" 4P My MUMISSION # FF 20910B EXPIRE& June 27 , 2019 BOW Thru Bjdpi Notary Ser*e Owner/Agent is _yES Personally Known to Me or Produced ID N/A Type of ID ignature "ofContractor/Agent e JOHN ASA WRI x1t Print Contractor/ s e IV Signature of Notary -State of Florida Date Ay P& D. A. CLARK MY COMMISSION 0 FF 20910bA16 * EXPIRES: June 27, 2019 SWedThry BOW Notary Sery'- Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical U Mechanical F!r Plumbingo GasE] RooflCi- Construction Type: \16 Occupancy Use: 911> Flood Zone: Y--5C Total Sq Ft of Bldg: Min. Occupancy Load: 49 ('1 # of Stories: 2— New Construction: Electric - # of Amps ? Plumbing - # of Fixtures Z4 Fire Sprinkler Permit: Yes [I No R #of Heads APPROVALS: ZONING: a5!, UTILITIES: V COMMENTS ENGINEERING: wy—c C_ 4 --60 - I& FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Fire Alarm Permit: Yes [] No2 WASTE WATER: BUILDING: 0, S;,31, R Revised: June 30, 2015 Permit Application AE I ib CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value (Soo !g Job Address: Zgoo JL Historic District: YesEl No D Parcel ID: _21- 19-30-SIO -0000-223 0 Residential 1 CommercialF] Type of Work: New El AdditionF] AlterationEl RepairEl DemoEl Change of UseEl MoveEl Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: 29 ?> 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 Phone: 407-629-0077 Street: 151 SOLITHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE# 200 City, State Zip: MAITLAND FIL 32751 Fax: State License No.: CBC1 257462 Arch itect/Eng i neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, ITS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Notary-StatCof Florida Date A- ignature "ofContractor/ Agen t Z?rT let JOHN ASA WRI T Print Contracto s e Signature of Notary -State of Florida Date wl P% D. A. Vt." -oRy Poe, FF 209108 ip 0. A. CLARK MY CJWMISSION MY COMMISSION 9 FF 20910b EXPIRES: June 27 , 20ig EXPIRES: June 27,2019S" " vo, llorodgd UN- N01 Notary Serv p, Owner/Agent is _yE& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricalE] MechanicalE] PlumbingE] GasF] RoofF] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] NoF] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: YesE] NoE] WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application P I I P I City of Sanford Planning and Development Services Engineering — Floodplain Management. Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphneCa)permitspermitspermits.com Property Address: 460 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2830 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FE-1 New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption finished floor elevation 24" above BIFE (Ordinance 4360) qdW- 71 1 A" 7-- PIFFIC, V I L 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: F-1 The parcel is in the: 0 floodplain Ofloodway F-1 A portion of the parcel is in the: 0 floodplain F-1 floodway FEW The parcel is not in the: X floodplain E] floodway The structure is in the: El floodplain El floodway The structure is not in the: 0 floodplain F- floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP#18-1886 Reviewed by: Michael Cash, CFM Date: April 30, 2018 D Application for Right -of -Way Use for Driveway, Walkway & Landscape 0 R I L),, Department of Planning & Development Services1877 — www.sanfordfl.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 n t e attached construction plans approved as part of this permit. It does not approve any work within any other juris ic ion s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and Jul location of the existing right—of-way and use shall be provided or application could be delayed. Know whers below. VmWBO&V lor Z"IT _ Call befom you dig. 1 , Project Location/Address: 4&0 2. Proposed Activity: Vr Driveway F Walkway 0 Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: AICIWMAY Aw NARI &=?, This application is subm Property Owner. Signature: 7ZZX___ Print Name: AM04 YA&VIO/i &UPS Address: ISI M-YWA014 41MEA20' )"MUM14 6, 9XIS01 4 1 Phone: /477Z174 ?40 Fa.- 01aahne 6) Date: 44XZ1__ maintenance Kesponsiniiitiesiinciemnitication The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the 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 condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or 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 attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use ofthe City's right-of-way. I hereby ur 40 Signature: I have read nderstand the above statement and by signing this application I agree to its terms. Of erstan Vale tp-pay all city fees related to this application as required by the city's adopted Fee Resolution. Pre -pour Inspection by Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401.24 hours in advance to schedule a pre -pour inspection. Date: 0 9 September 2010 ROW Use Driveway.pdf SCPA Parcel View: 21-19-30-510-0000-2830 http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100... ProoeM Record CardJOINIMCFA P Parcel: 21-19-30-510-0000-2830me% Property Address: 460 ROCKY GROVE LN SANFORD, FIL 32771 Parcel Information Pa Owner( rcel 21-19-30-510-0000-2830 s) TAYLOR MORRISON OF FL INC roperty ress 460 ROCKY GROVE LN SANFORD, FL 32771 Maiiii LN STE 200 MAITLAND, FIL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax0istrict DORUseCode Sl-SANFORD 00-VACANT RESIDENTIAL Exemptions 120 283 120 i inole County SIS aI Description lROOKE PHASE 4 33S 70-71 Taxes ummary 2018 Working Certifi.d2017 Values ValuesV.lu Valuation Method i CostlMarket 1 CostfMarket Number of Buildings 1 0 i 0 Depreciated Bldg Value i Depreciated EXFT Value Land Value (Market) 40,000 1 26,050 Land Value Ag J..tIMarket Value 40,000 !_.$26,050 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 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority AssessmentValue 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 Sales Building Information Permits s' e crption Ag.ncy I of 2 11 4/19/2018, 8:19 AM I lollfl, 111111, U111, 11111811111 Ila if 1581 1881 I a 111111111111311 Parcel ID Number:,/—/L7— 30 —,5M—(-q0CV — Frs 0 Prepared By Kim Carter and Taylor Morrison Homes Return To 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. I -'. 11 4 - ... .1 A I I T1.1: f* V fflF _:U It URI L ONPI R.f LLER is V C L E R K 201.804404-7 L1",[:.UUl% UJ R. E 0 RD 11%-16- EHE I A F.il-JI Efir' fi-.-. 1 1 1 - 7 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. I Description of property : 41 Legal Description Addresses LOT 213 Thornbrooke Phase 44 according to the plat thereof, as recorded in Plat BookS/ Page/0-7/of the public records of Seminole County, Florida. Sanford FL40 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(l)(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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : bllq It I- Signature of Owner's Agent: '14 4, - (— 4n Asa Wright Taylor Morrison of Florid4 1 c Sworn to and subscribed before me this by John Asa Wri&Yho is pqsori'a Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 VVN—bftary Signature: AND - known to me. 11 CIA I PUN 01? Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: May 07, 2018BUILDINGAPPLICATION #: 18-10000444 BUILDING PERMIT NUMBER: 18-10000444 I __ I 453( 31 q! UNIT ADDRESS: ROCKY GROVE LANE 460 21-19-30-510-0000-2830 TRAFFIC ZONE:022 JURISDICTION: SEC: 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 3,50 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 460 ROCKY GROVE LANE / THORNBROOKE PHASE4 / SFR FEE BENEFIT RATE UNITTYPEDISTSCHEDRATE CALC UNIT UNITS TYPE TOTAL DUE ROADS-ARTERIALS CO:WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family Housing .00FIRERESCUEN/A 1.000 dwl unit 00 LIBRARY CO:WIDE ORD 0V Single Family Ho 54.00SCHOOLS 'co"W'qDE 1.000 dwl unit 54.00ORD single Family Housing 5,000.00 PARKS 1.000 dwl unit 5,000.00N/A LAW ENFORC . E N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,,759 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,, OR OWNER, TO APPEAL THE CALCULATION OFANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST,STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUED'WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description io Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Aflflvaec- E , L ECTRICAL 9RMIT--' Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Max j: IEl Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max l ;11-, m nil "T Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F's, Application No: Document ecl COIlStt*LlCtioii.,.N-alLi,-e.:,,S,,,-,,,,-I-.(-2c".O,, J o Pica C, L_tJ msto b k d d r es ric District: YesP No ff Parcel IT): '3 Incrt rmVP. ResidentLil E comuiercialFl Type of Work: New P I- AdditionD Alteration El Repairn Demc)E] Chang, e of tTSr- Description of, Work: Plan Review Cofttact Person: 1) 1" o n c: stueet: F- a X: Email: operty Owner Information C I I( p ml y P, lk Y—C OAJ Plione: itA.. State Zip: Y city.'Stat'e Zip: Title: Resident of properh' : F No.: State License Archizect!Enciine-=r Inlorm-s::tIon N' a I L 1'ce: Ph. 0, 1 C'itN. _St. Zip: E-mail: V-1, '- 1 -1 (" k -.' Leader: Add ress: A R, N ING '10 OWNER: YOUR FAIIJ NE TO RE COPI) A NOTIC OF C())INI ENCEM ENT MAY RE, - :j I I ()L, f1.kY[N'G 'I\\ICE FOR IMPPOVEMENT_12_ TO YOUR PROPI-,"J"TY. A NOTICE Oy- C0)1:\II_-NCE_)'LEN'1_ MUS-1 By - RECORDED A Nf) POSTED ON TUE JOB SITE BEFOP-J: THIE Fflll'S_I [V__PI_(_1 ION. IF YOU INTEND -f() FINANCI\G. co'SUIA' W11-H %OL-P LENDER OR AN ATTORNEY 11IFFORIE RIEcol-I'DING vw"R 01: COM\IF V"I 717 c v r,-d f r el -;c-fl N nrk P!U'-.C; o' i is, fi!r'nvs' luoik rs. tallks,:md ',Jr concliti,,ila-rs. ctc. c d - IN6 NOTICEAn Wkidn to be requinmew of IN pum! No may be Mlitioral vsKaWs applicabre to mg 0, ,, be found in the public records of this cmrnty, and too nay W WISH permAts re,liked hom olor govwunf no! enddes such as %vm2t pumagement diMaq staw agenckv or Aderal agwirs, Neceponce ofp nmiilis verif-Ication 031 1 All MAP, to 0"Mar of be pwpov,of be requ in non is of Flodda 1-0 L a "q FS 713, he CiL pa vj-!!-_n Uh to me C 1pgrini z su, b'n-, i .11 A'cop y 0 1- th e x ec u, t t d c o r, i ac t- i -s-req, ,I I re d- to"c.flculatt a [Aan ovVY, charge and wHI be considet-ocl !Ite esii-nated constwAn wN: of the jobst the tonc of submitt,l. Thf acttial cons-rucchn %Quo M be figurci on 11)f cunum WC 0500 TOP in effect at to dmo we po±t y A,,j in, acci)F-'Lncc vvith local o dinance. Snouli calcuki!d cliu Los figmd W Ae enwad cams ewwd 0; naW moot WI be applicA E" your focs v'--hen thc pcT!ni is issued. OWNER'S AFFIDAVIT: I cerdfv that A of the foregoing infonnndon is acouray and dwat aH myrk m9I be done in conipliance with all applicable laws re2LI12tin my,=: "Cam, Ann: Praw Onion Anw:s Naml Prodli,;czd fD-1 T'-pt of,'ID STEPHANNE R:AUO Commission# FF 175017 I Novem 20 8f2W8QiresovembMAWSOGGAARaI9 QW7 to Nit Ty0e pf ID _ BELOW IS FOR OF FICE USE 0-N-LY Punics ReclAred: Mechanical [—] P --1 G ,. 3E] pcj' — gL V_ iL17 Qnssuccipri Type: OccupancylAe: Mod Zone; lowl Sq Ft of RM MaMccupancy Load: # or on as: VVY Coust ruq[o n: Electric - #' of An,'Ps—_ Mumbing - I of Mama We SprinUer Perniln Yesr—1 N 0 D T, 0 a n j h A I a I - i-, I P e rn t: Yc El No F—I OPROV--\.I...,S: 7CY\'I-V-',: LAILITIES: WASTE WATER: ENGPIEERING: FFRE: R ITILDIN(i COMNIUNTS: CITY OF SANFORD 3 PERMIVAPPLICATION Ap plicatio# 6. alue 4TA TDocumentedConstruction,V Job Ad JJ.,Jstonp,,. ishOre= Parcel ]ED: %R- Id -C-0- In-, -if Al, Type of NyGrky, NeW, AdditionEl Alteration-0 Repair- 0 emo'El -_Chapge,'of.Usp0_, -Move,0 Description of Plan Review Contact -person: Phone: I n A i, Name: Street: City, St, Zip:, OWner Information Architect/Engineerinf6rmation Phone: - Fax:. E-mail: Bonding Company*: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR'IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS . T 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_YGUR NOTICE OF COMMENCEML7fr. irdkatc rti ha-iw, Ork commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NQ-6C7E'-- 1n,,AdditionAo thereciturements of this permit, there may be additional restrictions applicable to this property that -may be fibund in the public rdcor&-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 wi 11 notify the owner of the property of the requirements of Florida Lien Law, FS 713. The Cilyof'Sanif6rd reqdiieSkpdyriierit--df;iol",;d cw feeatthq,tiine: -,permJt,subrjiit6l. A -copy of thepiecuted cOntract is:re4uiredyi inorftr'tocaWilAfeaplg(n mvi wrchark&,'afidwilt4e considered the eslirna;pO.construction value of thejob atthetir e,ofsubmittal. the actuAl"ton 6601op vakio, will 156 f1gured'b'ased on,the_,eu;t,cjit ICC Valuation Table in effect at the time the p'e m isissued,inrmit accdrdaficq.- With l6c4vordir td. hotidd`,calculpited charges,figqred,off the -executed contract exceed the actual constructioli'valbe, credit will be applied t your'permit fees when the:permit is issued. R, s APM xvIT: t ify. that all:of the 1bregoing-inforniation is accur.ate Tiat, ork will0W,NL t . 9bedone 'in compliance with all,4,p limble.,lawsregullain, :ous ruction and zoP. Signature of Owner/Agent Date -Si teottontractor/Ag6l, APrinntOwner/Agent's Name -t Contr& dd jl Narne Date Signature of ry- lorida DaSigna6ue.ofNotiuy-srate of Florida te 0401 CHERYL D AKERS W MY COMMISSION # FF998962 V EXPIRES June 05,2020 Owner/Agent is Personally Known to Me, or Known toMe or Produced ID Type of ID, Produced ID Type of ID,., BELOW-I&FIOR OFFICE, USE. ONLY Permits Required: Building[] Electfloal'o MechanicalE] PlumbingEl 'Gas 0 RoofEl Construction -Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No[j #-of Heads Fire Alarm Permit: YesE] No [_1 APPROVALS: ZONING: 'UTILITIES:. WASTE WATER: EN-GR,TEERING:' FIRE: BUILDING: Re-vised June 7 tff-i W: sp 111016 HVIC UIK. Y' .9 I. ........ 0AI0. W c". WN. H- pi-t Ajn ai XL I'. CIT-r.' I I.All 11- (1.1 All, c 141— ZILI'lle I— III LI Im— m,wn_'ns wo". Mi_ xm i 1.1 C-. PUW, MIM :"4-_.' U_Q I-8'1.111.' 0: 14 1;1. w-3? It l"b RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method P roi . ect Name: Lot283ThornebrookAnastasia LE Street: 460 le"i Builder Name: Taylor Morrison Permi Office: '54e) 11 0qw& City, State, Zip: FL , Permitt Number: 18' 6 SANFO&OOwner: Jurisdiction: 6#1500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 0 1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sqft.) Insulation Area 2. Single family or multiple fam . ily Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft2 b. Concrete Block - Int Insul, Exterior R=1 1.0 1330.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d. other (see details) R= 45.89 f12 10. Ceiling Types (1646.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1619.00 ft2 6. Conditioned floor area above grade (ft2) 2730 b. Knee Wall (Vented) R=30.0 27.00 fl,2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(391.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 319.92 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft2 12. Cooling systems kBtu/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 ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.776 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2730.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1112 00 fl,2 None c. other (see details) R= 151.00 ft2 15. Credits Pstat Glass/Floor Area: 0.144 Total Proposed Modified Loads: 74.25 PASSTotalBaselineLoads: 79.68 1 hereby certify that the plans and specifications covered by Review of the plans and If S74 J, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance AUA;V& with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: ___415/18--__ this building will be inspected for compliance with Section 553.908 E,11111 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD W-E OWNE BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/5/2018 12:22 PM EnergyGauge(@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot283ThornebrookAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2730 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: I Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSite97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FLORLANDO—INTLAR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1263 11367 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1263 11367 No 0 3 1 Yes Yes Yes FLOORS y# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 13 ft2 19 0 0 1 2 Raised Floor 2nd Floor ---- ---- 138 ft2 19 0 0 1 3Slab-On-Grade Edge Insulatio 1 st Floor 147.4 ft 0 1467 ft2 0.37 0 0.63 4 Floor Over Other Space 2nd Floor ---- ---- 1112 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1810 ft2 406 ft2 Medium 0.85 N 0.85 No 0 2&6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1618 ft' N N 4/5/2018 12 22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft2 0.11 Wood 2 Under Attic (Vented) Ist Floor 30 Blown 12 ft2 0.11 Wood 3 Under Attic (Vented) 2nd Floor 30 Blown 1607 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV-# Ornt---To-Wall-Type Space R Value-Et-In-Et-in-Area-R Value-Fraction-Absor,-Grade%- 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft2 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 ft2 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1 st Floor 11 30 0 9 4 280.0 ft2 0 0 0.6 0 7 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 8 N Exterior Concrete Block - Int Insul 1st Floor 11 52 6 9 4 490.0 ft2 0 0 0.6 0 9 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 0.01 0 DOORS V Ornt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 NE Wood 1 st Floor None 25 2 10 8 22.7 ft2 2 Wood 1 st Floor None 25 2 7 8 20.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 3 Vinyl Low-E Double Yes 0.34 0.31 IN 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 5 W 5 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 6 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 W 6 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 10 ft 8 in 0 ft 0 in None None 8 N 7 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 10 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 12.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 2917.8 160.19 301.25 .3662 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 252-6 ft Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 63.15 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Jul A. ug Oct Dec Hea JanH F eb Mar Apr MayII Junil Juxl AXj JXJ Seep Oct HNovNov Dec Ven Jan Feb XX Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PIA 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 4/5/2018 12:22 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. FIL, 1 . New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft2 b. Concrete Block - Int Insul, Exterior R=1 1.0 1330.00 ft' 3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d. other (see details) R= 45.89 ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1619.00 ft' 6. Conditioned floor area (fl:2) 2730 b. Knee Wall (Vented) R=30.0 27.00 ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.34 ft2 11. Ducts 319.92 a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft2 6 293.4 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6 b. U-Factor: Dbl, U=0.58 72.00 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. 0-Factor: N/A ft2 a. Central Unit 25.2 SEER:16.00 SHGC: b. Central Unit 25.2 SEER:16.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.776 ft. b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 a. Electric EF: 0.95 b. Floor Over Other Space R=0.0 1112.00 ft2 c. other (see details) R= b. Conservation features 151.00 ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 14E S S, Vol OL) W-B Note-. This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/5/2018 12:22 PM EnergyGauge@ USA - RaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 rm% Manual S Compliance Report Job: Lot283ThornebrookAna QDEL-Alm Date: 6/4/2014 HEATDIG - AIR CONIMIDNING ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM NO 01 gPt.jodtiffif f, For: Taylor Morrison Design Conditions Outdoor design D13: 92.5'F Sensible gain: 17916 Btuh Entering coil DB: 76.5'F Outdoor design WB: 76.3'F Latent gain: 3526 Btuh Entering coil WB: 63.2'F Indoor design DB: 75.00F Total gain: 21441 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 18947 Btuh 106% of load Latent capacity: 3761 Btuh 107% of load Total capacity: 22708 Btuh 106% of load SHR: 83% Design Conditions Outdoor design DB: 41.7'F Heat loss: 16674 Btuh Entering coil DB: 69.5'F Indoor design DB: 70.00F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 134% of load Capacity balance: 35 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airf low: 840 cfm Output capacity: 5.0 kW 101% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. Fk wrightsoft- 2018-Apr-05 12:28:11 1$ --.-, - Right -Suite@ Universal 2018 18.0.10 RSU24011 Page I 14CAC'k ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E For: Taylor Morrison Design Conditions Outdoor design DB: 92.5'F Sensible gain: 16768 Btuh Entering coil DB: 78.0'F Outdoor design WB: 76.3'F Latent gain: 3053 Btuh Entering coil WB: 63.9'F Indoor design DB: 75. O'F Total gain: 19821 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 17533 Btuh 105% of load Latent capacity: 3370 Btuh 110% of load Total capacity: 20903 Btuh 105% of load SHR: 84% N, n4m T H "JI wAftw ea ilgi,,quipph, Design Conditions Outdoor design DB: 41.7'F Heat loss: 13968 Btuh Entering coil DB: 69.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 161% of load Capacity balance: 30 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airf low: 840 cfm Output capacity: 3.5 kW 84% of load Temp. rise: 13 'F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Apr-05 12:28:11 Right-Suite(g) Universal 2018 18.0.10 RSU24011 Page 2 kAnast as iaGLE\ Lot 283T hornebrookAnast as iaGL E. rup Calc = MJ8 House faces: E Component Constructions Job: Lot283ThornebrookAna DEL-AIR Date: 6/4/2014 HEAHNG - JUR COHMMOIG 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 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (IF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 17 ( M Method Simplified Wet bulb (IF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain ft Btu h/ft-F hl-'F/Btuh Btuh/V Btu h BtuhW Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, ZW" wood frm, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board i nt fns h 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 112" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 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 431 0.091 13.0 2.58 1109 2.34 1009 W 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2.34 3177 n 433 0.095 7.5 2.69 1163 1.67 721 ne 24 0.095 7.5 2.69 63 1.67 39 e 51 0.095 7.5 2.69 138 1.67 86 S 470 0.095 7.5 2.69 1263 1.67 783 w 150 0.095 7.5 2.69 402 1.67 249 all 1127 0.095 7.5 2.69 3030 1.67 1879 e 29 0.032 30.0 0.91 26 2.38 69 220 0.091 13.0 2.58 566 1.44 317 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir 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 ft sep.); 6.67 ft head ht s s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 10.8 323 45 0.340 0 9.62 433 30.4 1366 165 0.340 0 9.62 1588 19.6 3241 5 0.340 0 9.62 51 10.6 56 13 0.340 0 9.62 125 10.6 137 Fk wrightsoft- 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 1&0 10 RSU24011 Page 1 kAnas I as iaGLE\ Lot 283T hornebrook Anastas iaG L E. rup Calc = MJ8 House faces: E 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft s 39 0.340 overhang (6.3 ft window ht, 11.67 ft sep.), 6.67 ft head ht w 58 0.340 all 136 0.340 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr 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 ft head ht Doors 11 DO: Door, wd sc type ne 23 0.390 n 21 0.390 all 43 0.390 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1619 0.026 gypsum board int fnsh Floors 20P-1 91: Flr floor, frm f1r, 12" thkns, r-19 cav ins, gar ovr 13 0.050 20P-19t: Flr floor, frm f1r, 6" thkns, r-19 cav ins, amb ovr 138 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 Fp- wrightsoft- la t= Right -Suite@ Universal 2018 18.0.10 RSU24011 CCA ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Cale = MJ8 House faces E 0 9.62 374 10.6 411 0 9.62 374 12.2 472 0 9.62 561 30.4 1769 0 9.62 1308 19.5 2653 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 1192 1.15 1863 19.0 1.41 18 0.71 9 19.0 1.41 195 0.71 98 0 28.0 4126 0 0 2018-Apr-05 12:28:11 Page 2 jQDEL-AIR Component Constructions HUFING - AIR CONIJIT1101111,10 ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lot283ThornebrookAna Date: 6/4/2014 By: FJF Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 M Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft BtuhV-*F ft-'F/Btulh Btuh/ft2 Btu h Btu h1h2 Btu h Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 112" gypsum n 433 0.095 7.5 2.69 1163 1.67 721 board int fnsh ne 24 0.095 7.5 2.69 63 1.67 39 e 51 0.095 7.5 2.69 138 1.67 86 s 470 0.095 7.5 2.69 1263 1.67 783 w 150 0.095 7.5 2.69 402 1.67 249 all 1127 0.095 7.5 2.69 3030 1.67 1879 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" e 29 0.032 30.0 0.91 26 2.38 69 gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3-17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft s overhang (6.3 ft window ht, 11.67 It sep.); 6.67 ft head ht W all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 10.67 ft overhang (8 It window ht, 0 It sep.), 6.67 ft head ht Doors 11 DO: Door, wd sc type ne n all 220 0.091 5 0.340 13 0.340 13.0 2.58 566 1.44 317 0 9.62 51 10.6 56 0 9.62 125 10.6 137 39 0.340 0 9.62 374 10.6 411 39 0.340 0 9.62 374 12.2 472 58 0.340 0 9.62 561 30.4 1769 136 0.340 0 9.62 1308 19.5 2653 72 0.580 0 16.4 1182 16.8 1213 23 0.390 0 11.0 250 12.0 272 21 0.390 0 11.0 228 12.0 248 43 0.390 0 11.0 478 12.0 520 F_ vwrightsoft, 2018-Apr-05 12:28:11 Right-Suile@ Universal 2018 18.0.10 RSU24011 Page 3 kAnastas i aGLE\ Lot 283T hornebrookAnas I as iaG L E. rup Calc = MJ8 House faces: E Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 112" 12 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 38.0 0.74 9 1.15 14 0 28.0 4126 0 0 4 - wrightsci-ft- 2018-Apr-05 12:28:11 1 1 .." 111-11 Righl-Suile@ Universal 2018 1M.10 RSU24011 Page 4 ICC I ... kAnas I asiaGLE\ Lot 283T hornebrookAnas t as i aGL E. rup Calc = MJ8 House faces: E Component Constructions Job: Lot283ThornebrookAna JQDEL-AIR Date: 6/4/2014 HFATMG - JUR CNOMM11118 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 Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain ft Btuh/ft-F ft2-'F/Btu h Btu hV Btuh BtuhV Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 112" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079 fnsh, 2"x4" wood frm, 16" o.c. stud e 240 0.091 13.0 2.58 618 2.34 562 s 431 0.091 13.0 2.58 1109 2.34 1009 W 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2.34 3177 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft e 30 0.340 0 9.62 289 30.4 911 overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s 30 0.340 0 9.62 289 10.8 323 s 30 0.340 0 9.62 289 10.8 323 W 45 0.340 0 9.62 433 30.4 1366 all 165 0.340 0 9.62 1588 19.6 3241 Doors none) Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 112" 1607 0.026 38.0 0.74 1182 1.15 1849 gypsum board int fnsh Floors 20P-1 9t: Flr floor, frm f1r, 12" thkns, r-1 9 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 20P-19t: Flr floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 138 0.050 19.0 1.41 195 0.71 98 Fp- wrightsci-ft- 2018-Apr-05 12i28:11 14= -::..-'--_.'. Right -Suite@ Universal 2018 18.0 10 RSU24011 Page 5 ACCK ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E Project Summary Job: Lot283ThornebrookAna Z-ADEL-AIR Date: 6/4/2014 HEATING - AIR CONDITIONING 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 Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 23347 Btuh Ducts 7296 Btuh Central vent (0 cfm) 0 Btuh Humidification pipigg Equipment load Infiltration Method Construction quality Fireplaces Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 23452 Btuh Ducts 10973 Btuh Central vent (0 cfm) 0 Btuh 0 Btuh Blower 0 Btuh 0 Btuh 30643 Btuh Use manufacturer's data y Rate/swing multi lier 1.00 Equipment sensibe load 34425 Btuh Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 4300 Btuh Ducts 2278 Btuh Central vent (0 cfm) 0 Btuh Heating Cool in Area (ft2) 2730 27A Volume (ft3) 28169 28169 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 192 99 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H20 Space thermostat n/a Equipment latent load 6579 Btuh Equipment Total Load (Sen+Lat) 41004 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 H20 Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wvirigI"t::sc3-f1t:- 2018-Apr-05 12:28:11 11-111-1- Right -Suite@ Universal 2018 18.0.10 RSU24011 Page I ACCK ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces. E 4,DEL-AIR Project Summary HEATING - AIR CONDITIONING 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 Job: Lot283ThornebrookAna Date: 6/4/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 13768 Btuh Ducts 2907 Btuh Central vent (0 cfm) 0 Btuh Qone) Humidification 0 Btuh Piping 0 Btuh Equipment load 16674 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heati n Coolin Area (ft2) 10 17 Volume (ft3) 13706 13706 Air changes/hour 0.40 0.21 Equiv. AVF (cfm) 92 47 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 8.5 HSPF 21800 Btuh @ 47'F 24 OF 840 cf m 0.050 cfm/Btuh 0.30 in H20 Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 13670 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17916 Btuh Latent Cooling Equipment Load Sizing Structure 2689 Btuh Ducts 837 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 3526 Btuh Equipment Total Load (Sen+Lat) 21441 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230*++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H20 Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 2 14CCN ... kAnastasiaGLE\Lo(283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E jQffEj%EL-A1R Project Summary HEATING - AIR CONDITIONRIG ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-38 53 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lot283ThornebrookAna Date: 6/4/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 9579 Btuh Ducts 4389 Btuh Central vent (0 cfm) 0 Btuh Qone) . Humidification 0 Btuh Piping 0 Btuh Equipment load 13968 Btuh Infiltration Method Construction quality Fireplaces Sensible Cooling Equipment Load Sizing Structure 9957 Btuh Ducts 6810 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multi lier 1.00 Equipment sensible load 16768 Btuh Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 1612 Btuh Ducts 1441 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 1263 1263 Volume (ft3) 14463 14463 Air changes/hour 0.42 0.21 Equiv. AVF (cfm) 100 51 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-024-230-19 AHRI ref 10258598 none) Equipment latent load 3053 Btuh Equipment Total Load (Sen+Lat) 19821 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230*++TDR AHRI ref 10258598 Efficiency 8.5 HSIPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 470F 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 0.060 cfm/Btuh Air flow factor 0.050 cf m/Btuh Static pressure 0.30 in H20 Static pressure 0.30 in H20 Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44- VVrii.0Nt_-&C3,ft,, 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 3 CCKA ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc M,18 House faces: E MDEL-AIR Right-M Worksheet3PY, Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Th orneb rookAn astas Date: 6/4/2014 By: FJF I Room name Entire House ahu 1 2 Exposed wall 316.4 ft 147.4 ft 3 Room height 9.2 ft 9.3 ft 4 Room dimensions 5 Room area 3076.0 ft2 1469.0 ft2 Ty Construction U-value Or HTIM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) 13tuh) Heat Cool G ross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1'2C-Osw 0; 091 n", n,,,, 9.62 Td4 10.58 491 30 4i3l 0 1186 289 Q7,9 1 A O Z o 0 0 0 0 o 13A-7.5ocs 0.095 n 2.69 1.67 490 433 1163 721 490 433 1163 721 2A-20v 0.340 n 9.62 10.58 5 0 51 56 5 0 51 56 11 2A-20v O 340 n 9.62 10.58 13 0 125 137 13 0 125 137 2A-2ov 340 n 962 10.58 39, 0 374. 411, 39 0 374. 411 13A-7.5ocs - 2:69 1 6_7 4 7777'7'79 39 46 4Y 39 11DO 1 11.04 11 99 270 23 rm ZT2 2 3) 2 272 T-6 12C-Osw 0.091 e 2.58 2:4 562 1 01 01 0 0 2A-2ov 0.340, e 9.621 30.36 30F 911 0 n 13A-7.5ocs 0.095 s 2 661 1:671 50131, 47001 12643 783 508 470 1263 7183 2.A-2ov 0.340 s 9 2 12 15 3 3T 472 qk 0 374 472 0s0091 :58 270 225 579 527 0 0 012C-0 w 45 5.6, AtR,52 0 0v2 ___A33, _1362A-2o _HMI IN 1— j62 7"' 36" 364 0 13A-7 5ocs 0.095 w 280 150 402 249 280 150 402 249 12A-2omd 0-580 w 11 72 144 1182k 1213 72 144 1182 1213 61 c) AED excursion 1 19341 1 1 2110 Envelope loss/gain 17375 17165 10900 8967 12 a) Infiltration 5972 1891 2867 908 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 3015 2415 Subtotal (lines 6 to 13) 23347 234521 13768 13670 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 S ubtotal 23347 23452 13768 13670 15 Duct loads 1 31%1 47% 7296 10973 21% 31% 29071 424 Total room load 30643 34425 16674 17916 Air required (cfm) 1680 16801 840 8401 Calculations aoDroved bv ACCA to meet all reauirements of Manual J 8th Ed 14 _ I-_ — I ii . Ig ., f " I . - , — , . f 1 11 t I - Right -Suite@ Universal 2018 18.0A0 RSU24011 2018-Apr-05 12:28:11 AC(ak Page 1 kAnastasiaGLF\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E DELAIR Right-M Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Tho rnebroo kAnastas Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1607.0 ft2 Ty Construction U-value Or HTM A rea (f t2) Load Area Load number Btuh/ft2-'F) Btuh/ft2) or perimeter ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool G ross N/P/S Heat Cool 6 A 2C-Osw 2 A-20v n n 258 9.62 491 461 1186 289 1079 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 2A-2ov 0.340 in 9.62 1 0.58 0 0 0 0 11 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0. 0 0 0 1 1 13A-7.5ocs 11 DO 0.095 U00 ne ne:: 2,6 " 17' 04, 1.67 11.99 0 0 T-6 12C-0 w 2A-2. s v 2.5819.621 2.34 30.36 270 30 240 0 618 289 5621911 1 3A 7.5ocs 0 51 2 69 1 1 :67 0 0 0 15t—G 2A 62 12 0 0 0- 234 270, J ... `225 527 3F o —433 _jW149 —92 _56Z 0' ' 4'1111"?',,' , 4 , _36ra 13A-7.5ocs 0 2.69 1.67 0 0 0 0T--G 2A-2omd 0 1—fl, 16.41 ri 6.85 0 0 0 0 61 c) A ED excursion 01 1 Envelope loss/gain 6475 8374 12 a) Infiltration 3104 983 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 600 Subtotal (lines 6 to 13) 9579 9957 Less external load 0 0 Less transfer 0 0 Redi st ribution 0 0 1 4 Subt otal 9579 9957 15 Duct loads 46% 681% 4389 68101 Total room load 13968 16768 Air required (cfm) 840 840 Calculations aDoroved bv ACCA to meet all reauirements of Manual J 8th Ed 14- 2018-Apr-05 12:28:11 Right-Suile@ Universal 2018 18.0.10 RSU24011 Page 2 kAn ast as iaG LE\ Lot 283T hornebrook Anast as iaG LE rup Calc MJ8 House faces: E DEL -AIR Right-JO Worksheet ahu 1 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Thorneb rookAn astas Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.4 ft 42.0 It 3 Room height 9.3 ft 9.3 It heat/cool 4 Room dimensions 17.0 x 15.5 ft 5 Room area 1469.0 ft2 263.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (f t2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Bt h) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S H eat Cool 6 Vr 12C--'OsW-, - 0.091 0.340 n n- O 00 aOLE 0.00 0.00", 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 490 433 1163 721 159 159 426 264 2A-2ov 0.340 n 9.62 10.58 5 0 51 56 0 0 0 0 11 2A-2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0 2A-2ov 0.340 in 9-62 10.58 39 0 374 411 0 0 0 0 L'-D 3A '75 111 DO 0.095b.&390 rip, 2.69 11. 041" 67 4'1 q§111' 466 23 I 24 232r 63 50 39 272 0 0 0 6 T--G 12C-Osw 2A-20V 0.091 0.340 e e 0.00 0.00 0.0010.00 0 0 0 0 0 0 0 0 010 0 0 0 0 13A-7.50cs 0.095 s 2.69 1' 67 508 470 1263 77 89 81 238 148 2A-2ov 0.340 9 .6212 15 q 0 374 417? 0 0 0 0. 0 0 0, 1 -Osw P '7 0 091 Uw :00 '0 '00. 002C00 0 -060_" _06 _0__0_ A-2mL 0A -0. 13A-7.5ocs 0.095 w 2.69 1.67 280 50 402 249 145 86 232 144 2A-2omd 0.580 w 16.41 16.85 72 144 1182 12131 0 0 0 0 61 c) AED excursion 1 2110 1 1 849 Envelope loss/gain 10900 2659 3244 12 a) Infiltration 2867 18967908 859 272 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1 380 1 230 Appliances/other 2415 600 Subtotal (lines 6 to 13) 13768 136701 3518 4346 Less external load 0 01 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 371 68 13 670 351 8 434 6 15 Duct loads 21% 31% 2907 4245 21% 31% 743 1350 Total room load 16674 17916 4261 5695 Air required (cfm) 840 840 215 2671 Calculations aiDiDroved bv ACCA to meet all reauirements of Manual J 8th Ed 4- 2018-Apr-05 12:28 11 Right-Suile@ Universal 2018 18.0.10 RSU24011 kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc - MJ8 House faces: E Page 3 j DEL-AIR Right-JO Worksheet HEUM =1 CINAMMING ahu 1 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Th orneb roo kAn astas Date: 6/4/2014 By: FJF I Room name mstr bth mstr wic 2 Exposed wall 12.0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 12.0 x 8.0 It 6.5 x 7.5 It 5 Room area 96.0 ft2 48.8 ft2 Ty Construction U-value Or HTM A rea (fj2) Load A rea (I t2) Load number Btuh/ft2-oF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool G ross N/P/S Heat Cool 6 A 2C-Osw 0.091 nj 0.00 0 p, 0 0 0.340 n 0. 00 0.0() W o- o- 0 13A-7.5ocs 0.095 n 2.69 1.67 112 112 301 187 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0,095 1.9697 e-" -0 0 j' ' ' 0 01- 0 3 90 ne- 0 0 0 0 G t-G 12C-0sw 0.091 e 0.00 0.00 0 0 0 0 0 0 2A-2ov 0.340 e 0.00 0.00 0 0 0 01 0 01 13A-7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0VL_.G 2A-2ov 0-340 s - 9.62 __ _12.15 0 0 -0 ___ 0 0_..._0_ 0 7 __ _' -01,26'9s . PQ W^" 0. 00 0, 6091 w 0 0 0 0'_"' 0 0"' 94 _2A-2o_v.*,,,,,, -0-3-40 -0-0-0- 0 o o vv- "b " , I " n 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0T::2 2A-2ov 0.340 w 9 RP qn qF; n n n n n n h n 61 c) AED excursion 111 0 Envelope loss/gain 637 176 0 0 12 a) Infiltration 229 72 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 865 2481 0 5 Less external load 0 01 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 865 248 0 5 15 Duct loads 21% 31% 193 77 21% 31% 0 1 Total room load 1048 325 0 6 Air required (cfm) 53 15 01 0 Calculations a0proved bv ACCA to meet all reouirements of Manual J 8th Ed 4sF-- 4- Right -Suite@ Universal 2018 18.0.10 RSU24011 2018-Apr-05 12:28:11 ACCk Page 4 kAnast as iaGLE\ Lot 283ThornebrookAnas I asiaGLE. run Calc = VIJ8 House faces E DEL -AIR Right-JO Worksheet HEATUM AM MMMONING ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Tho rnebroo IkAn astas Date: 6/4/2014 By: FJF 1 Room name mstr wc study 2 Exposed waJI 0 ft 10.5 ft 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 Room dimensions 5.5 x 3.5 ft 10.5 x 11.5 ft 5 Room area 19.3 ft2 120.8 ft2 Ty Construction LI-value Or HTIVI Area (f t2) Load A rea (ft2) Load number Btuh/ft2-'F) B tUWft2) o r perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 0.00 0 0 0 01 IM-00 0 0 0212A Osw 0, K n 0. 0 0 0 w 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 98 59 159 99 2A-2ov 0.340 n 9.62 1 0.58 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 9.62 m58 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 M58 0 0 0 39 0 374 411 13AM56dE hb, 2.69 1.67 0 0 0 0 0___"' 0 0 11.04 0 0 0 0 T-6 12C-0sw OM1 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-20V 0.340 e 0.00 0.00 0 0 0 0 0 0 0 rv= 13A17.5ocs ... 2 69, 0 o o 0 0 0 w 16A-30ad 0.032 e 0.91 2.38 0 o 0 0 0 0 0 0 0 2A- 0.091 U40 s 0.00, 000, 0.00 0 6 o 0 ml 4-MV 110 111' 0 i_,W,' 0 0: 1 0 SO'? s d 0 0 0111 0 2B 2fv 340 s, 0.00 66 0.00 o d"" 0 1 , , 0 o W ' 0 t__6 13A-7.5ocs 0.095 s a 1.-6,7, 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 12C_GSW 0.(jb 0.00 0 0 0 0 0 020LL&- 0-00- _'-0. 00 L___0 G -I a 0 0- 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 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 P . ........ 12C-Osw 0,091 2:58 1.44 0 7T_ptW j;,"1,"' 0 0 0 0 0 390 6- ___11_04 0 o C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 0 0 E,-, 20P-T§F 0.050 0.00 0.00 0 0 F 20P-1 0.050 0.00 0.00 0 0 0 0 0 22A-tpl.. 0!989 0.00 19 0 .... 0 0 121 11 4 294: 7" '0 1 77 wl;''" W x W 1 11 6 C) AED excursion 0 24 Envelope loss/gain 0 0 827 485 12 a) Infiltration 0 0 200 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 0 Subtotal (lines 6 to 13) 0 5 1027 549 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1027 549 Duct loads 21% 31% 0 1 21%1 31%1 2171 170 r15 Total room load 0 6 1 1243 719 Air required (cfm) 01 01 63 34 Calculations awroved bv ACCA to meet all reauirements of Manual J 8th Ed Q - J,-- 2018-Apr-05 12:28 11 A(_-C-K I.I..''..,.."'..-""..."..I Right -Suite@ Universal 2018 18 010 RSU24011 Page 5 kAnast asiaG LE\ Lot 283ThornebrookAnas I as i aG L F. rup Calc - IVJ8 House faces: E j - 1 DEL-AIR Right-M Worksheet Run" - AM CIDIMMONDIG 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: Lot283ThornebrookAnastas Date: 6/4/2014 By: FJF I Room name util pwdr 2 Exposed wall 6.5 If 12.0 It 3 Room height 9.3 If heat/cool 9.3 If heat/cool 4 5 Room dimensions Room area 6.5 x 6.5 If 42.3 ft2 6.5 x 6.5 If 42.3 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load A rea (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t ___G, 12C-0sw',,"- 2A-2ov b.691 0 n: 0.00 0.00 0.00 0.00 A o 0 0 0 0 0 0 WL 13A-7.5ocs 0.095 n 2.69 1.67 61 48 128 80 61 55 149 92 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 5 0 51 56 11 2A-2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0 2A-2ov 0.340 n 9. 10.5f3 0 0 0 0 0 0 0 0 t---G JIDO 12C-OswI 0.091 ne e I 2.69 11.04 0.00 1 711ibE 0001 0 0 0 0 0 0 0 0 6 0 0-0 0 01 0 0 b 0 2A-20v 0.3401 e 0.00 0,00 0 0 0 0 01 13A-7.5 s 0.095 s 1 2.6 -67 0 0 0 0 0 0 0 0- 0 0 0 oc 9 1 2A-2ov 0340 s 62 15 0 0 A 2C(!Isw 2 - _ o0, "o00w0.00 000 0 2A-2cy n n n -0Q.Da _0'dod , " - -0 13A-7.5ocs 0.095 w 2.69 1.67 0 01 0 0 0 0 6.41 16.85 0 0 0 02A-2omd 0.580 w 0 0 0 61 c) AED excursion 1 361 1 1 -13 Envelope loss/gain 435 180 673 221 12 a) Infiltration 124 39 229 72 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 559 8191 902 293 Less external load 0 01 0 0 Less transfer 0 0 0 Redi ributionst 0 0 0 0 14 Subtotal 559 8 19 902 293 15 Duct I oads 21% 31% 118 2504 21% 31% 190 91 Total room load 676 1074 1092 384 Air required (ctm) 34 50 55 18 Calculations aoDroved bv ACCA to meet all reauirements of Manual J 8th Ed L-- _&_ 2018-Apr-05 12:28:11 4('--CN I-,.,,. I,,,.,. - 1-11-11 Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 6 kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE rup Calc = MJ8 House faces: E DEL-AIR Right-M 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 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty IConstructionnumber 6 "Y Job: Lot283Thornebroo kAnastas Date : 6/4/2014 By: FJF family rm i dining rm 35.0 It 10.0 It 9.3 It heat/cool 9.3 ft heat/cool 20.5 x 14.5 It 1.0 x 210.0 It 297.3 ft2 210.0 ft2 U-value Or HTIVI A rea (ft2) Load Area (ft2) Load Btuh/fj2_oF) (Btuh/ft2) or perimeter (ft) (Btuh) o r perimeter (ft) (13tuh) Heat I Cool Gross N/P/S Heat Cool G no. I N/P/S He, I Cool 01 - ----- - - - 0.00 0 01 0 19pin0. 00 1 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 1 0.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 1.1 3A-7 5ocs 0.095 --ne ........ 2:69 1.67 0 ....... Zo 0 0 A "0", '0 LL D, j 1 IDW- ne '11: 04 11 99 6 o, 0 12C-Osw 0.091 e 0.00 0-00 0 0 0 0 0 0 0t-G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 095 s 2.69 1 .67 191 191 514 319 93 54 146 910000000 0000 Q 9t-G 2A-2ov 00340 9.62 12 1 5 0 0 0 0 374 472 091 __000 012C-Osw,, 0 0: """o, 0P91004916. 1 1 0iP9191 0 3 0 ba 0 0 1 02A-2oY__ W_ wo P, 0 13A-7.5ocs 0.095 w 2.69 1.67 1 5 6 170 106 0 0 0 6 2A-2omd 4O 580 w 16.41 16.85 72 721 1182 1213 0 0 0 0 61 c) AED excursion 1 13651 1 85 Envelope loss/gain 2846 3002 800 648 12 a) Infiltration 667 211 190 60 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 01 0 Subtotal (lines 6 to 13) 3512 4134 991 9,38 Less external load 0 0 0 0 Less transfer 0 0 0 0 R edist ribution 0 0 0 0 14 Subtotal 3512 4134 991 938 15 Duct loads 21% 31 % 7421 1284 21%1 31% 209 291 Total room load 4254 5417 1200 1229 Air required (cfm) 1 214 254 601 8 Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed 4- 201 8-Apr-05 12:28: 11 Right-SuiteD Universai 2018 18.0.10 RSU24011 ACCK kAnast as iaGLE\ Lot 283T hornebrookAnast as iaGLE. rup Calc = VIJ8 House faces: E Page 7 RQEL-AIR Right-M Worksheet WATWO - Afft COMMnOM6 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: Lot283Th orneb rookAnastas Date: 6/4/2014 By: FJF 0cs 26 0 O 0 o 0 0 01 - 51 51 n 1.. '6F'' 9099 0 99 11 034 n 62 0 0 0 0 0 0 0 2A-20v 0.340 n 9.62 0.58 0 0 0 0 0 0 0 2A _2ov 0.340 n 9.62 11 1S 2 10 1020.58 0 0 0 0 0 0 0 Calculations aoloroved bv ACCA to meet all reauirements of Manual J 8th Ed 14s —I- — I j 11 " :1 " 11 t .. 1 .1 f I * I - Right -Suite@ Universal 2018 18.010 RSU24011 2018-Apr-05 12.28:11 A__CK Page 8 kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces E DEL -AIR Right-JO Worksheet MEffMQ - AM WROMMIMS 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: Lot283Th orneb rookAnastas Date: 6/4/2014 By: FJF 1 Room name ahu 2 second suite 2 Exposed wall 169.0 it 30.0 it 3 Room height 9.0 it 9.0 it heat/cool 4 Room dimensions 14.5 x 15.5 it 5 Room area 1607.0 ft2 224.8 ft2 Ty Construction U-value Or HTM A rea (w) Load A rea (ft2) Load number Btuh/W-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S H eat Cool Gross N/P/S Heat Cool 6 12C-0sw. 0 091 n'%", 2.58 2.34 491"' 461 V ',"J079 131 116 297 27j 2A-2ov O.'ie 9.62 10: Si§ 30 31 15 0 144 159 h 13A-7.5ocs 0 ' 095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0-00 0.00 0 0 0 0 0 0 0 0 0 VL 1 3A S 095 ne O.M 0.00 0 A 0 D 000 0 T-6 12C-Osw 0 0911 e 2.58 2.34 270 240 618 562 0 0 0 0 2A-2ov 0.340 e 9.62 30.361 30 0 289 9111 01 01 0 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0t-G 2A-2ov 0.340 s .0 0.00 0 0 0 000 - ------ 0 0 0 0 12C-0sw 0.0911 "-y Q'M58 234 270, ,_,225 57 9 ... 527 ..... 400 ,282, 0.32A-2oy__ !IL 45 . .... 66 09.1162 3 30 89 W 13A-7.5ocs 0.095 w 0.00 0.00 0 0 0 0 0 0 0 G 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 00 0 0 61 c) AED excursion 1 01 1 1 243 Envelope loss/gain 6475 8374 1178 2099 12 a) Infiltration 3104 983 551 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 6001 0 Subtotal (lines 6 to 13) 9579 9957 1729 2273 Less external load 0 0 0 0 Less transfer 0 0 0 01Redistribution0000 14 Subtotal 9579 9957 1729 2273 loads 1 46% 68% 4389 6810 47% 71% 809 1611 fDuctTotal room load 1 13968 16768 2538 3884 Air required (cfm) 840 8401 153 195 Calculations aDlDroved bv ACCA to meet all reauirements of Manual J 8th Ed I- 2018-Apr-05 12 28 11 A__CK 1_1-.'.-1____ ....... 11.11-1 Right -Suite@ Universal 2018 1&0 10 RSU24011 Page 9 kAn ast asiaG L E\ Lot 283T horneb rookAnas I asiaGL E. rup Calc - VIJ8 House faces: E Q -),DEL-AIR Right-M Worksheet5111Hunncoumunwe 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: Lot283Th o rneb rookAnastas Date: 6/4/2014 By: FJF 1 Room name o wic 3 bth 3 2 Exposed wall 9.0 It 11.5 it 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 9.0 x 6.0 It 11.5 x 6.0 It 5 Room area 54.0 ft2 69.0 fL2 Ty Construction U-value Or HTIVI A rea (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft') or perimeter (ft) 13tuh) o r perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 d 2C - 0 sw 0M1 2.58 2.34 81 81 209 104 104 267 243 2A-2o v 4 2bNo n 9.62 10.58 0 b 0 0 0 W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0-00 01 0 0 0 0 0 0 0 TLD 13A-7.5ocs.-,, 0.00 0.00 0 11DV-- 0.390,",,n6 000 0.00 0 12C-Osw 0.091 e 2:58 2.34 0 0 01 0 0 A-2ov 0.340 e 9.621 30.36 0 0 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0T-G 2A-2ov .. ........ 0.340 s 0.00 0.00 0-- 0 0 0- 0 0 . . ..... . ... - - ---- 0 0 O'' 0 0 '0 4"i. 0 A01,111 ' 012C-0sw,,M,, W, 7 ","""',"O.091 w 2.58, 2A 34.0 _"L ii 0 0 a 0- 0 13A-7.5ocs 0.095 W 0.00 0.00 0 0 0 0 0 0 0 02A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 VL2 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 301 1 -38 Envelope loss/gain 248 222 317 284 12 a) Infiltration 165 52 211 67 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 414 274 529 351 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 414 274 529 351 15 Duct loads 47% 71% 194 195 47%1 71%1 247 249 Total room load 607 469 776 599 Air required (cfm) 371 231 47 30 Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed T-t:- Right -Suite@ Universal 2018 18.0.10 RSU24011 2018-Apr-05 12 28:11 Page 10 k An astas i aGLE\ Lot 283T hornebrookAnas t asiaG L E rup Calc MJ8 House faces E PDEL-AIR Right-JO Worksheet HUTM - AM 001MMIMING ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone 407-333-2665 Fax 407-333-3853 Web- WWW.DEL-AIR.COM Job: Lot283Th orn ebrookAnastas Date: 6/4/2014 By: FJF I Room name rm 4 rm 3 wic 2 Exposed wall 28.0 ft 7.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.0 x 14.0 ft 9.5 x 5.0 ft 5 Room area 196.0 ft2 47.5 ft' Ty Construction U-value Or HTM Area (f t2) Load A real (ft2) Load number Btuh/ft2_0F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0 M1 n 2.58 2.34 1 26 286 260 is 18 42 G' 2A-2ov>_, 9._EL2 10. 58 5 AA1444 50 0 0 0 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 340 n 0.00 000 0 0 0 0. 0 0 0 0 13A -7.'5ocs Q95 nd! 000 0.00 0 00 0 0 11DO ne 000 0.00 0 0 00M 001 0 405 0 12C-Osw 0.091 8 2.34 126 1111 286 2601 45 116 105 2A-2ov 0.340 e 9.62 30.3__ 6 15[ 144 455 0 0 0 13A-7.5ocs 0.095 s 0 0 0 kLL--6G_ _2A _''0.3_40 -w-__ ___9 62 _" 0 n 2A-2ov .......... 0,340 s 0-00 Q. 0 0 0...___ 0 12C-0swr ... 0.091 w -""'2f58 Q ;' , 000 0 13A-7.5ocs 0.095 w 0.00 0 0 0 0 0 0 0 0 2A-2omd 0. 580 w 0.00 0.00 0 0 001 0 0 -00 0 IL-6 0.00 0. 00 00 34 0 36 0 61 c) AED excursion 821 1 -25 Envelope loss/gain 1005 1278 213 186 12 a) Infiltration 514 163 129 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1519 14401 342 226 Less external load 0 0 0 0 Less t ransfer 0 0 0 0 Redistribution 0 0 0 0 1 4 Subtotal 1519 1440 342 226 151 Duct loads 47% 71% 711 1021 47%1 71%1 160 160 Total room load 22301 2461 502 387 Air r4uired (cfm) 1 134 123 1 301 19 Calculations aDoroved bv ACCA to meet all requirements of Manual J 8th Ed 2018-Apr-05 12:28:11 Right-SuiteO Universal 2018 18,0,10 RSU24011 Page 11 kAn astas i aGLE\ Lot 283ThornebrookAnas t as i aGLE. run Calc MJ8 House faces E ODEL-AIRfi Right-M Worksheet 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: Lot283Th o rinebroo kAnastas Date: 6/4/2014 By: FJIF 1 Room name rm 3 loft 2 Exposed wall 24.0 ft 11.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.0 x 11.0 ft 11.5 X 11.0 ft 5 Room area 143.0 ft2 126.5 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number Btuh/it2-GF) BtU[Vft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t-G f clo M91 2.58 2.34 0 0 0 0 0 A,,O 0 0 2A "2, s,w 0.340 n 9 '62, 58 0' 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 0.00 L0 0.00 0 0 0 0 0 0 0 0 2A-2ov 0-340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 in 0.00 0.00 0 0 0 0 0 0 13A-7.50CS 363 ne 0.00 0 0 0 0 0 0 0 D 11 DO,,,,,4_ 0.00 0 0' 0 0 0 0 12C-Osw 2A-2nv 0.091 0.340 e e 2.58 9.62 2.34 30.36 99 15 84 0 216 144 1971455 0 0 0 0 001 0 0 13A -7.5oc 0, 095 s 0.00 0 0 0 0 0 0 0 2P _2qv 0.340 s 0.00 0 0 0 0 0 0 0 0 1 C 0 i 0. Os v W 7"t, ' 2.58, '0 '0 O 2 0.091 mm 0 9 2 n WO 0 L_ 2A 0.34.0 62 6, 0 0 w 0 0 0 Oro 0 0 13A-7.5ocs 0.095 w 0.00 0 0 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 0.00 0. 0 0 61 c) AED excursion 1 391 1 1 -37 Envelope loss/gain 769 1130 571 604 12 a) Infiltration 441 140 211 67 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1210 12701 782 671 Less external load 0 0 0 0 Less transfer 0 0 0 0 Red! st ribution 0 0 0 0 14 S ubtotal 1210 1270 782 671 15 Duct loads 47% 71% 566 900 47% 71% 366 476 Total room load 1776 2170 1148 1147 Air required (cfm) 107 1 09 69 57 Calculations aDDroved bv ACCA to meet all reQuirements of Manual J 8th Ed 4- 2018-Apr-05 12i28:11 Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 12 k Anas tas aGLF\ Lot 283T hornebrookAnas I as iaG LE. rup Calc MJ8 House faces: F DEL -AIR Right-JO Worksheet 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: Lot283Th orneb rookAnastas Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 20.5 it 3.5 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 20.5 x 14.5 it 1.0 x 311.3 it 5 Room area 297.3 ft2 311.3 ft2 Ty Construction number U-value Btuh/ft2-oF) Or HTM Btu ft2) Area (ft2) or perimeter (it) Load Bt h) Area (ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 12C-Osw 2A-2ov 14'0'MT0. 340 W"'. n 2 9 62 2.34 10.58 211d"'' 0 0 0 0 0 32 A40 32 0 81 0 i, 7 4 0 W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0- 0 0 0 7.5ocs, 11 DO 0 .095 0.390 n-'e"', ne7. 0.00 7' 0.00 0.0%,_"" 00 0 0 0 0 0 0 T-6 12C-Osw 2A-2ov 0.09110.340. e e 2.58 9.621 2:34 3'0.36 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 13A-7.5ocs '01095 0.00 0 0 0 0 0 0 0 1 G'W111, Q3 95 40 0.00 01 0- 0 0 0 0- t7-G 2A-2ov s- -0 12C_Qsw, ", w " ""'2-58 0 0 .10 "I" 0, 0 09 091 2 0 0 0w_ ___9_62 W 13A-7.5ocs 0.0 w 0.00 0. 0 0 0 0 0 0 0 0 G 2A-2..d 0.580 w 0.00 0. 0 01 0 0 Ho 0 0 0 0 61 c) AED excursion 1 1381 1 -44 Envelope loss/gain 905 889 310 388 12 a) Infiltration 377 119 64 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 6001 1 0 Subtotal (lines 6 to 13) 1282 1608 374 408 Less external load 0 0 0 0 Less transfer 0 0 0 0 Racist ribution 0 0 0 0 14 Subtotal 1282 1608 374 408 15 Duct loads 47% 1% 600 1140 479% 71% 175 289 Total room load 1882 274 8 550 697 Air r4uired (cfm) 113 138 1 1 33 35 Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed ii-ii.J"t Vt- 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 18.0,10 RSU24011 Page 13 4 C-N kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE rup Calc - MJ8 House faces: E QEL-AIR Right-JO Worksheet HFKW - . AM CINUMM116 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: Lot283Th o rn ebrookAn astas Date: 6/4/2014 By: FJF I Room name o bath 2 o wic 2 2 Exposed wall 5.5 it 7.5 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 5.5 x 14.5 it 4.0 x 7.5 it 5 Room area 79.8 ft2 30.0 it' Ty Construction U-value Or HTM Area (ft2) Load A rea (ft2) Load number Btuh/ft2_0F) Btuh/ft2) or perimeter (it) Etuh) or perimeter (it) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov W340 n. 2.34 10.58 0 0 0 0 0 6 0 0, 0 11"r, 0 W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ods-, M95 ne 0 00""" 0.00 0 0 0 0 0 11 DO, , c ---- " I ne' 000 0.00 0 0 0 0 0: t, 12C-OswI 111-- l-1-0.390 0.091 e 2.58 2.34 0 0 0 0 01 01 0 0 2A-2ov 0.340 e 9.621 30.36 0 0 0 0 0 0 0 0 13A-7 ' 5ocs 0"95 s 0'00 00 0 0 0 0 0 0 2A-2o,v 0 40 0 0.00 0 0 0 0 0 0 1,2&.Osw, 0-09-f 0 3-4.0. E()45 W 2 A.-K 42..34 31315 0 0 0 0 0 0 0 68 0 158 0 w 0.00 0.00 01 0 0 0 0 013A-7.5ocs 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 61 c) AED excursion 1 291 1 -25 Envelope loss/gain 299 236 238 189 12 a) Infiltration 101 32 138 44 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 400 2681 376 232 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redi st ribution 0 0 0 0 14 Subtotal 400 268 376 232 15 Duct loads 47% 71% 187 190 47% 71% 17 1 Total room load 587 457 552 397 Air required (cfm) 1 1 35 231 1 1 33 20 Calculations ar)Droved bv ACCA to meet all reauirements of Manual J 8th Ed I- 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 18.0A0 RSU24011 Page 14AC31, k Anas I as iaGLE\ Lot 283ThornebrookAnas t as iaG L E. rup Calc = MJ8 House faces: E QDEL-AIR Right-J@ Worksheet YlL MAIM - AIR MORROWNG ahu 2 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot283Th orneb rookAnastas Date: 6/4/2014 By: FJF 1 Room name o wc 2 2 Exposed wall 11.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 4.0 x 7.0 ft 5 Room area 28.0 ft2 Ty Construction U-value Or HTIA A rea (ft2) Load Area Load number Btuh/f t2- 'F) Btuh/ft) or perimeter (ft) Btuh) o r perimeter Heat Cool G ross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw R 0.09.11'n 2.58,_ 1111, . ......... 2.34 0 0 0 0 2A-2ov ffM, LMQ 9.62, i 10.58 0 0 W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 2A-2o 0.340 n Mo 0.00 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 V 13A-7 50cs A. 095 ne 0.00 0 0 D 11DO Q.390_ne 0 0- VL-6 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 1 3&715ocs 0,095 e 0 _00 z- 0.00 0 0 7 7 W 16A-30ad 0.032 e O.GO 0.00 0 0 s 2.58 m;2734 6 36 93 A4 2A-2ov 0.340 s 9 62 10.77 0 0 0 213-2iv 0. 346 s 9,62 10.77 0 0 t-G 13A-7-5ocs 0.095 s 0.00 0.00 0 0 0 2A-2ov 0.340 s- 0.00 0.00_ 0 0 12C-Osw W'S'0.091 w 2.58, 2.34 63 48 o 124 112 2A_.2o,_____% -1 34.0. w- 9_62. 1_44L_A5.5__ VL213A-7.5ocs 0.095 w 0.00 0.00 0 0 0 0 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 R 12C-0sw' 000 0.00 0 0 L... 1-00-- 0.39-6 6700' 0 C 16CR-38ad 0.026 0.74 1.15 28 28 21 32 F 1 41 0.71 O, 0 F 20P-19t 0.050 1.41 0.71 28 28_40 20 IF .... jMpl- 0: 0 6 c) AED excursion 167 Envelope loss/gain 421 871 12 a) Infiltration 202 64 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 01 Appliances/other 01 Subtotal (lines 6 to 13) 623 9351 Less external load 0 01 Less transfer 0 0 R edist ribution 0 0 14 Subtotal 623 935 15 Duct loads 1 32% 44% 198 416 Total room load 821 1351 Air required (cfm) 49 681 1 Calculations armiroved bv ACCA to meet all reauirements of Manual J 8th Ed j1__ 2018-Apr-05 12:28:11 Right -Suite@ Universal 2018 18.0,10 RSU24011 Pa'ge 15ACCKkAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc MJ8 House faces: E V_% Duct System Summary Job: Lot283ThornebrookAna D E L- A I R Date: 6/4/2014 HEATING, AM (:OHDffMMr. 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 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 H20 0.06 in H20 0.24 in H20 0.120 / 0.120 in H20 0.148 in/100ft 840 cfm Cooling 0.30 in H20 0.06 in H20 0.24 in H20 0.120 / 0.120 in H20 0.148 in/ 1 00ft 840 cfm 162 ft Name Design 13tuh) Htg cfm) Clg cf M) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk dining rm h 1200 60 58 0.196 6.0 Ox 0 VlFx 27.1 95.0 SO family an C 5417 214 254 0.183 9.0 Ox 0 VlFx 36.2 95.0 stl kitchen h 2899 146 143 0.212 8.0 Ox 0 VlFx 18.0 95.0 SO rnstr bth In 1048 53 15 0.160 5.0 Ox 0 VlFx 40.3 110.0 st4 rnstr rm c 5695 215 267 0.148 8.0 Ox 0 VlFx 52.0 110.0 st4 rnstr wc c 6 0 0 0.163 4.0 Ox 0 VlFx 37.5 110.0 st4 rnstr wic c 6 0 0 0.159 4.0 Ox 0 VlFx 41.1 110.0 st4 pantry C 6 0 0 0.209 4.0 Ox 0 VlFx 19.6 95.0 stl pwdr h 1092 55 18 0.199 5.0 Ox 0 VlFx 25.5 95.0 stl study h 1243 63 34 0.164 6.0 Ox 0 VlFx 36.2 110.0 st4 util c 1074 1 34 1 50 0.199 1 5.0 Ox 0 VlFx 25.5 95.0 stl N M 'tz 1C fib-16D',', - 150, X' Trunk Htg Clg Design Veloc Diarn H x W Duct Name Type cf M) cf m) FR f pm) in) in) Material Trunk st4 Peak AVF 330 317 0.148 605 10.0 0 x 0 VinlFlx SO SO Peak AVF I 840 840 I 0.148 602 I 16.0 0 x 0 I VinlFlx I I wrightsc),ft- 2018-Apr-05 12:28:13 Right -Suite@ Universal 2018 18.010 RSU24011 Page 1 k An as I as iaGLEN Lot 283Thorn ebrookAnas I as iaGLE. rup Calc M,18 House faces E Name Grille Size (in) Htg cf m) Cig cfm) TEL ft) Design FIR Veloc f pm) Diarn in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 OX0 840 840 0 0 0 0 Ox 0 VlFx wrightsoft- 2018-Apr-05 12:28:13 1.." 1-11.1 -:1--, c . ..... ... Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 2 OCCK ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E jQDEL-AIR Duct System Summary NEATING - AIR MI)ITIORRIG ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: Taylor Morrison Job: Lot283ThornebrookAna Date: 6/4/2014 By: FJF Heating Cooling External static pressure 0.30 in H20 0.30 in H20 Pressurelosses 0.06 in H20 0.06 in H20 Available static pressure 0.24 in H20 0.24 in H20 Supply / return available pressure 0.120 / 0.120 in H20 0.120 / 0.120 in H20 Lowest friction rate 0.200 in/ 1 00ft 0.200 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 120 ft Name Design Btuh) Htg cf M) Clg cf M) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk bth 3 h 776 47 30 0.311 4.0 Ox 0 VlFx 7.1 70.0 loft h 1148 69 57 0.203 6.0 Ox 0 VlFx 33.0 85.0 st3 o bath 2 h 587 35 23 0.209 4.0 Ox 0 VlFx 29.7 85.0 st2 o wc 2 c 1351 49 68 0.200 4.0 Ox 0 VlFx 35.0 85.0 st2 o wic 2 h 552 33 20 0.206 4.0 Ox 0 VlFx 31.5 85.0 st2 o wic 3 h 607 37 23 0.318 4.0 Ox 0 VlFx 5.5 70.0 open to below c 1374 57 69 0.274 6.0 Ox 0 VlFx 17.5 70.0 open to below -A c 1374 57 69 0.286 6.0 Ox 0 VlFx 14.0 70.0 rm 3 c 2170 107 109 0.206 6.0 Ox 0 VlFx 31.5 85.0 st3 rm 3 wic h 502 30 19 0.202 4.0 Ox 0 VlFx 33.7 85.0 st3 rm 4 h 2230 134 123 0.281 6.0 Ox 0 VlFx 15.5 70.0 second suite c 3884 153 195 0.223 7.0 OX0 VI Fx 22.7 85.0 st2 stairs c 697 1 33 1 35 1 0.306 6.0 1 Ox 0 VlFx 8.6 70.0 Trunk Htg Clg Design Veloc Diarn H x W Duct Name Ty pe cfm) cf M) FIR f pm) in) in) Material Trunk st2 Peak AVF 271 305 0.200 559 10.0 0 X 0 VinIFIx st3 Peak AVF 206 186 0.202 590 8.0 0 X 0 VinlFlx wrightsoft- 2018-Apr-05 12:28:13 Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 3 CCK ... k Anas I asiaGLE\ Lot 283T hornebrookAnas tasiaG L E. rup Calc = MJ8 House facesi E Name Grille Size (in) Htg cf m) CIg cf m) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VlFx Fk wrightsoft- 2018-Apr-05 12:28:13 14--: -1,1-1 ", — - y Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 4 CCN ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = M,18 House faces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot283ThornebrookAnastasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , 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. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and w'rina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 FBC 6th 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: 0 This checklist El A Form P405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages1may be greater). 0 Energy Performance Level (EPL) Display Card (one page) El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 El Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1.1 - one page) El A completed Envelope Leakage Test Report (usually one page) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 4/5/2018 12:22:07 PM EnergyGauge@ - USRCSB v6.0 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: Lot283ThornebrookAnastasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2730 sq.ft. Cond. Volume: 25010 cu ft. Envelope Leakage Test Results Regression Data: C: n: Sinqle or Multi Point Test Data N HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm 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)(f), (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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed-, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 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: 17-1119:9 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: 1HE Sr4 C) API .. . . ..... .... 0.1- A 4/5/2018 12 22 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 F7777 I FL , Permit Number: MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe 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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: , Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1 . Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagcVVindows, 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 L/s/m2), when tested according to NFRC 400 or AAMA/ WDIVIA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/5/2018 12 22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1 . Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2-0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test- All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (1 3'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/5/2018 12:22 PM EnergyGauge(@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan 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. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY CFM/WATT) AIRFLOW RATE MAXIMUN/ CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/,watt 90 Bathroom, utility room 90 2.8 cfrn/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer; in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1. 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.1 0.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/5/2018 12:22 PM EnergyGauge@) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps - Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20' 1 17- 1 31' 1 W MNDOW CAU-OM 0 ==ng01, 3' bath duct to Walt cap w/fan CFEWW FOR ALL 00M. 2,1170N W/5KW @240V IPH 42X42 A/C SLAB 8 10 plen Nutone 696RNB GfLem 5135 WALLAT% vy v BY BLDR MIN P tf... bybV (BMAWACNKR *V BPERFER10FLONKZ"'A'06ill UM 2' FROM WALL t —le I/8'=I'0' LISED (WkE -S L CA5111M C9. CR P1,E) 1-1 —T OWNERS SU 8-265c 35 16,16 rag ),I 53x4 16.16 -g 25512.12 nERING ROOM --- F LL Transfer d—ts/gHhes sized co,,P 1,—C. th Fio,lda Residenti,1luldl,l) de - 116021 11.1—oed i'. t n e.ce tP110— 1- . BUIder t provide "r —tr;c ted I lnoh dercut a, doo,s to h,bl= X V, I= — A' X= — d, Mini— clearance oF 4 inches around the air handier per 3' bath duct to WaR cap wNutone 696RNB Al I u- PORCH Y 6' 0 4 141I.Cd 0 7-kitchen —t to ..kt C.P code. ALL duct has on r=6 Insulation value. MAN -R 8—TURAL LF s3 Z \s" CO T S STRUC7URAL NOTES A, o—o— CID 1 z OC) D uj LnOw Ln I- C=) C)j D D L =—T- iq 701, ry 0 K ) m cj IT a) m ED nj = 4 CL Z J ,D L, 011146 Rating z0 FR - —Value LU > Z E LU : i-- m 1-- < 1 0 D < Of CID EL —i co 0 C 71, W G X120 F6 M?VF& OFL 2vm 54 x w w W_ z 2m wA 'm 1. w5w 2.o w —ow C. vEF- WZ OFFE ALL PDOR6, 0M NZE5 WTALLATM.Y V PER MMIACURER O U-CMVON5. Z REFER TO P XR Fl FOR 5 LE 9 WIW MED EN"' c T. zM, OR Fl D UA5', FW 3' bath duct Cap t : 96RNB of CL 2.0 TON W/SKW 2240V IPH to roof cap T—sfe, cl—ts/grill- sized J, w/fan co,ptl—e Ith Flo,loa ReslclentlW 18'10P l t f.11 by(e Nutone 096RNB 1301cll g Code - M1602.4 B1111ced Retwrn AV, ,ceptl,,s 1-3, B0d- le I/B'::l'0' —t P _'de _ —t," t.dl I 1—h del-I — ol.— to h..t.ble 19512,6 1-1 SECOND SU T 16.16; 7 4' J- QaTn Cluc-C to roof cap w/fan Nutone 696RNB g F455 BEDROOM 4 6'10.6 1-d 12530.10 r.g r.g B'ALd- '111 '"d to provide ol—t ch.- Must hove a minimum dearance oF 4 Inches around the air handLer per the State E ergy code. AR cluct has an -6 Insutation va(ue. CC) m STRUCTURAL NOT Z m .. .. I I-DCO O LU LU 1-1 c:3 Qf F- "I IFTLf') ,, :z ('j I- 'Z3- 'D I'D I NJ, 0 <z f 00 m R-1 j j "C L Rating z . . 0 > Lu z 0 i-- m j 0 5 of M CL —i V) 0 Q DESCRIPTION AS FURNISHED: Lot 283, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, FlorIda. PLOT PLAN FORICERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 311 LOT 312 LOT 313 N 00014'55" W 40. 00' 19.80, 19.80, LOT 283 E: 5. 0` 15.7' Ok to construct single family home COVERED N PATIO with setbacks and impervious area 5.00' 14.3' shown on plan. AaSo?slf 6.z 5q, 75 /54 00 L0 Q0 PROPOSED RESIDENCE MODEL. ANASTASIA ELEV (INCLUDED) cr, Q Q) 01 2 CAR GARAGE LEFF 01 LOT 284 LOT 282 L6 5. 0' 5.00' ENTRY 8.7' 21.3' 5.00' 16' DRIVE WALK 25.20' 25.20' 10' UTIL. ESMT. eNq, 2 74.30' 5' CONC. WALK (PC) 3' FLARES ON LOT AREA CALCULATIONS CURB LOT = 4,800 SQ.FT. LIVING = 1,522 SQ.FT. N 00014'55" W(B.B.) GARAGE = 400 SQ. F7. ENTRY = 71 40. 00' LANAI = 139 SQ.FT. SO. FT. BREEZEWAY= NIA SQ. FT. DRIVEWAY = 403 SO.FT. AIC PAD = 18ROCKYGROVELANE SQ, FT. WALKWAY = 70 SO. FF. IMPERVIOUS = 54.750' RIW) TRACT I x 2,623 UTILITY & ACCESS RIW Soo = 2,177 SO -FT. SO. FT. OFF LOT AREA CALCULATIONS: R/W = 440 SQ.F-I' PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 110 SO. FT. PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY*- SIDEWALK = 200 SQ. FT. PROPOSED DRAINAGE FLOW SOD = 130FRONT25' (NOT A SURVEY) 7757_L_7- SO. FT. LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 24.1' REAR 15' PROPOSED INFORMATION SHOWN AREA = 5,240SIDE5.0, SQ.FT BASED ON SUPPLIED PLAN DRIVEWAY = 513SIDECORNER = 10' ANDIOR INSTRUCTIONS PER SIDEWALK = 270 SQ.FT, SQ.FT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT(NOT FIELD VERIFIED) I SOD = 2,307 SO. FT. CRUSEYUMEER -SCOTT & ASSOC, 11VC - -LAAI'D SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P1)1_ POINT ON LINE F FIELD TYP. TYPICAL NOTES: P 1RONN PIPE P P jNT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVE-Y MEETS THE STANDARDS OF PRAC77CE SET FORTH BY THE FLORIDA BOARD OF 13R: RO ROD PC NT [IF COMPOUNDN C.M. CONCRETE.M[INUMENT RAD. RADIAL CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECT70N 472.027, FLORIDA STATUES 2. UNLESS EMBOSSED WITH SURVEYOR'S SION4TURE AND ORIGINAL RAJSED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VAUD SET 112, JR. /#LB 4596 MR. NON -RADIAL REC. REC13VERED W.P. WITNESS P13INT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMAT70N FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESMIC77ONS P B. POINT OF BEGINNING CALC. CALCULATED. POINT OF COMMENCEMENT PAX PER ANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY 4. NO UNDERGROUND IMPROVEA(ENTS HAVE OEM LOCATED UNLESS OTHERWISE SHOWN. CENTER THE r.F. FINIS14ED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY N&D NAIL L DISK B.SL IBUILDING SETBACK LINEamENCHMARK 8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/W RIGHT-OF-WAY ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8. ELEVATIONS, IF SHONN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY P. CERIVIC47C OF AUTHOR17ATION No. 4596. CLFC. CHAIN LINK FENCE WD.FC. WOOD FENCE C/B CONCRETE BLOCK SCALE -- I' - 20-----4 DRAWN BY. P.C. POINT OF CURVATURE P.T. POINT 0 TANGENCY do'& DATE' ORDER No. CERTIFIED CY. DESC. DESCRIPF ION R RA DIUS L A C LENGTH PLOT PLAN 04-05-18 2096- IB D DELTA C C ORD C,B. CHORD BEARING NORTH THIS UILDING 1PROPERTY DOES.NOT LIE WITHIN THE ESTABLIS , HED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM . RUSENM ER. R.§ 4714 ZONE "XI MAP / 12117C 0055 F JAMES W. SCOTT R.L.S 1 4801 1.164) XOCAf 6,vv< t-..e MASTER BATH el W/m a ILO V CC), Q LAUNDRY oq POWDER 20 5TUBBATH coo TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: ANASTASIA W1 OPTIONS: LAUNDRY TUB IN GARAGE 2ND LAV IN BATH 3 LOT 283 1ST FLOOR ENGINEERING PACKAGE Address: JobNumber: N333519 Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 panp 1 4 AKJO) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANS[-TPI 1 -2002 but it is a strongly recommended guideline by Carpenter Contr a ctors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they Ire unirorm along the celllng line,,pThi s, in.tuln helps minimize wavy ceilings' after the nstalla n of dry al . 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked Into place more than 14 inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than 'A Inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS, STRONGBACKS SHALL BE A MInINMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3- GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic 11.1ustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback 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) Sbr*39bacBpftetfiasDet6561B- Design Crit: TPI-2002(STD) F ' PLT TYP. Wave Cq/RT=3.00JV25)'JJO(0) 7 .31 . FL/-/I/-/E/-/- I"" REOUIRE E IAKE IN FASAICATION. I.—IIING 11. SRICINI. TC LL PSF REF ROBI- 48357 DATE 07/28/09IIITI1EI11111T. I— I'. IIIIIN.— III 11EII ... ) 4,";-, T. .... .... ... T-%- T., -I -f PAOPULY A71CHED $11—AIL PAIEL5 — -T. I .. I KE 0 TC DL P5F BC DRW HCUSR081 09209398 ISE INDI;- A PRIPERLI ATTACKED III410 CEILI.I DL PSF oR 11ITILI—IN T.1 I— I IN No. SZ212 V BC LL PSF HC-ENG DR/DR ALPINE T"AINTNII, y A-1) iND TPI. AR36A. I 'I., 14NNECIDA ILATIS MDE IF "I ....... ETATE OF: TOf. LD. PSF 11. TI I— 111 -1 .. -. . -N - i' 11 -T -0 A IF T- i -1 IN T. DUR. FAC . FROM rrw BuRding Component, HIiim,sCCai,FL 33844 FL #0 278 NIL EIII—AIN6 IIIII—LITI .1 TN.I FII .1 N.1 I , I, SPO 1. J u niloiEvi SPACING JREF- ITTQ081_Zl8 im"- o n W6 6 d, C A' Co'n'e'c toAh-, "o 72Ps54 ft HU/HUC/HSUR/L Hangers I UI; I C L'( as d:scTiue` A,JJ11 c.'r1 11'j, H haz,,,'z.rs .;,,:.h ene rx,,rc(Aedl mav HU and HUC products are heavy-duty face-moLni joist hangers made from -1 4-gauge galvanized steel. The HUC is a concealed flange (face flanges t; inned in) version of the HU. HIJ is available with both flanges concealed, provided the W dimension is 2 I/W or greater, at 100% of the table load. Specify HUC. HU is available with one flange concealed when the W dimension is less than 25/,6" at 1000/ of the table load. Sperif%/ L,,, an 'X: or Fnd f.Fnqe_ cc nceal. i f-, in S-b6liiUie iAl P 11 V, W' X Her' - s_G:eV;s iWdel T. N2-2;-,o'41P, '()l1ov u.s,p the lc,, :,-I 4:,-n, thi r amlog. Material: 14 gauge Finish: Gakanized; ZMAXI and stainless steel available Installation: Ail,-J) 1ia e r% FCMIJ hf x-1 icae I U,,n- 2 x Xk4c-_J,4 1. NZ-2,5234HI iv'd k, - ccnl,lr(..f, 0ro -n, D611 the -,"-diameter hole to the specified embedrinent depth plus 1,12". Afternalivetv, diAl the 3/%"-diameter hole to the specified embedment depth and blow it cleat) using compressed air. Caution: Oversized -diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capauity. n,_Eude d:`,,E-, b M- el 7T'-C,- -PC) S, x s-. o awaL-.A,, (M.,-Jel MD.8A'21 A minimum end and edge distance of 1 1/2" is required. Options: sxev,-,J ange: S u'— 75 "1111 C , ta;, le upl;, k-,7id. ! r nf; lge! is hnil thcn use, ntt,,r,,w 2c ot 1 11 d. Codes: See p. 14 for Code Reference Key Chart Concealed flanges HUC41 0 lv ,;. 61M 011- F1 91% HU214 HUC41 0 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 0 Cr_ 00 C0 279 r I 1ft S 0 W, 0 00 4) 0 a ED A CM0 AAA 1.Uplif, loads have beenincreased for earthquake or wInd durationwith no fUrVer increase is allowed; 2. Minimum f, = 2,500 psi and minimurnf", = 1,500 psi. 3. When only one fange is concealed specifV right or left ;oncealed Pange. A. Models with 'X" are not stock items. x rcA;., ic Fasteners: I foi,q; x 2`V' rl'-,.",; x lon x 13",!: 10c: x I 0,-4,9' Inn- —HN-25234' - 2,WT:t,Ir 2; --N-4,'---4 - Ii -r Wx vl— N* 5234 -Tt n 'e tat 6 V,1.d,,., 26-2*1 280 UPDATED 04117117 0N C) WFINW-10". raINIMINIMMI HU/HUC/HSUR/L Hangers (cont.) 0 These procucs are available with additional corrosion protection. For more information, see p. 18. 77 0 0 0 4) 00 CI) C 0 Uplift loads have been. increased for earthquake or wind duration with no further increase is allowed; nodu,---, 4,nr;:-. MinimLm f'G - 2:500 psi and minimum f'M = 1,530 psi. 3. When only one flange is concealec specify right or left concealed flange. 4. Models with "X" are not stock items. 5, , "' " : t , " 1 . . - .. 1- ro "xrx -ed " we llhex' Fzr,di -'aR e _C h ,j-! T Fasteners; &—oi ...... )n d:,, I'N-q: K O.Iv,2' <3 Ii Od x i cl- 11; L og- 1-2i, 2: 1 'Z x 2-,,,' lel) 2: [N'-H,;34H r! a,` T7N,-31,H x e, - 281 UPDATED 04117117 Simpson St 3nj-Tiet-Vood C nstr qtion onnectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers E R;F,'& This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Al hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail -Ior greater strength. This allows for 'ewer nails, faster installation, and the use of all common nails for the same connection. Doubte-shear hangers range from the light capacity LUS hangers to the highest capacity FIGUS hangers. For medium load truss applicalions, the MILIS offers a lowei cost alternative and easier installation than 'he HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGlJQ hangers provide similar capacities as FIGUS clouble-shear hangers, but they use Simpson Strong -Tie Strong -Drive SDS Ideavy-Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SIDS Heavy -Duty Connector screws help transfer the load 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 ZMAXO coating; H'3-0 availa.,A r. HDG: see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the just or truss into the header to achieve the table leads. Simpson Strong -Tie Strong Drive SDS Hea\N-DDty Connector screws are supplied with the HGUC. Tlhe thickness of thn supporting girder must 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 41/2" screws may be substituted 'or the longer length screws with no load reduction, or a shirn block may be used as approved by the Designer. Not designed for 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 Strong -Tie representative. Codes: See p. 14 for Code Reference Key Chart Dome DOLShearDouble Nailing Nailing Sr_ Shear Side View; lAvailable, Nailing Do not x some mo, Top View bend tab U.S. Pat r HHUS210-2 tIMPON HUS21 0 HUS26, HUS28, ai id HHUS sirnflat) Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantinj for connecting multiple mernbets together) 235 0 0 3 M0 L 0 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ 111---l- - -- ................................. I'll, -1----- - ...................................... ................. Face -Mount Joist Hangers (cont.) 0 These poductz are available with additional corrosion Pr These products are approvec for installation with the Strong-D-jvO protection. For more information, see P. 18. SID Connector screw. See pip, 39-40 for more informat[on. ISS m SS 0 Q Carri, Rgy WG'a M Single 2x Sizes LUS24 2-A I A 31A 1 1 M 10d Q) 10-d 17US26 4 1A 11/16 4 z/4 13/' 4) 10d 4 10d 18 2 J6)100 6) 4, 0 d 6 sgg 3 4 13d HCUS26 0A, 12 1 5 5 20) 1 Rd 8) 16d FLUS28 AVic 18 1 'A. 6% 1 6) 10d 4) kidi 6 1 VIE 18 1 M fi'-Y' 8)' Fd 7i6 o, d- HGUS28PHLJSIIO 6 6IA6F4 71/lj 5 36) 16d 12) 16d LOS21:0 7 Y,6 1 Y4 f8) 10d 4) A 8y. 9 3 30) 6d 10) 16d See table below for allowable loads. M!4614" Sl 'it ME 895 1 1,135 1 420 1 575 1 655 705 895 1,165 1,4715 1 1,005 1 740 845 915 1'160 17, FL, L17 6' 1,745 1,825 1 940 1 1,110 1 2 11370 .570 4'JAWK 4,72.5_ jq 5, 5 3 1 22M :" I ,AA,6, t i ' MUS28 1,555 1,975 2,140 2,645 1,555 1,880 2150 Z330 2,645 1,335 1 1,475 1,690 1,830 2,275 17, FL, L17 ItJS28 2,000 3;9C5 1 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3,435 liGuS98 1: ;'O 6,745 6,970 7.125 7 275 It',Yj 6,460 6,705 6.570 7.275 1,5140 A,q,6O 5,160 5.290 5745 6 5 1,795 2,270 1,' 1,745 HUS210 '[;'3 000 OM o I 4 17, FI L17 Note: For dirrien-,"Ons and fastener information, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Oplionsinformation on pp. 121-4,23. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to annaxinnurn of 45' and/or sloped to a maximum of 45' For skew only, maximum allowable download is 0.85 of the table load For sloped only or sloped and skewed hangers, the. rnaxinnurn allowable download is 0.65 or the table load Uplift loads for sloped/skewed conditions are 0.72 of the table toad, not to exceed 2,475 lb. 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'. Njowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 of table load W < 2" Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bevel 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 bpeciTy angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle, (non -acute side). Face -Mount Hangers ED These products are available with add:tional corroson Tiese products are approved for installaTion with the Stronq-Drrve6 protection. For -note information, see p. 18. SC Conector screw. See pp. 39-40 for more informotion. SS a a Ss 01, I I W, WIJ Double 2x Sizes LUS24-2 21/4 181 3 'A 13!/. 1 2 (4) 16d 2) 16d 4-10 1 800 910 1 985 1:250 1 380 680 78n 1 845 11,070 1 W 4" 26` HHUSF6-fr' 1 1 38 141 3 `A, 4 i, TIW 2 (4j l 3 (1.4)fl6d 6) 16d---- 1,165 1 550 J, ; 85 1;180 3,155 tj tT*1 6251000_ 1,335 2.3§b? 17, L17, FL HGUQ26-2-SDS3 5 Y, 12 IVII 121 31A, iIAT 534 4 1 (12) 1,14" x 3" SDS 1 4) 1/4" x 3' SOS 1,6355 5.040 5,565 75 5,565; 5,565 1,855 1,175 3,' 3,630 LJS28-2 4-/, 181 3 '/a 7 2 1 (6) 16d 4) 16d 1,165 1,315 1.3-00 1,625 2,060 1,000 1,125 HHIJS28-2 6/io, 141 3!t' 7A 3 r (22) 16d 8) 16d 2,000 4,210 4,7 70 5,140 6,440 1,720 3,615 4 0951 4,415 5,375 1 L17, FL HGUS28-2 12 3;Afi 74.4 4 1 (36116d 12) r6d 3,235 7,460 7,460 7,460 t,460 2,785 6,415 6,445 6,415 6,415 Ww 8-MD c S08 TM5 TIA45] 5' i 5,280 FL LUS21 r 6"/Ifi6"/,fi 81A 18 '3% 1 14, 31Aa 1 9 8 7/a O)J(5d, C) 16d 10) 16d AM V45] 1;8j6 UZtS, ZC96; 4 2651 2 60 1,500 3 525'1 4;'93 1 1 5;270J 5 1,9 96' 5,76 17, L17, FL 7GUSf46-' 94i 6) :16d 16) 16d 1 90 19,10013.525 7A]',,7,73o 7j'2S, 87, 2,11 GUQ210 9% 4 (28) CMV X'SDS 3,440 17,4 15 7.415 1,5,34:,81340 5,340 FI Triple 2x Sizes HGUS26-3 4 "/G IY s 1: 5h- 4 (20) 16d 8) 16d 2715.T4,355 F4 875 5,230 5,575 1,855 3,750 14,200 4.500 4,795 R Ll 7, FL HGU026-3-SDS4.5 5 111 12 4 `A5 1 51/2 4 (12) IW' x 41b" SDS 4) 1/4" x 41h7 SDS 1.635 15,040 1 5,165 5,165 5,165 1,175 3630 3,72-:3 720 3,720 F. HGUS28-3 6 11A 12 4'A0 7 1A 4 1 (36) 16d 12)1,6d 3,235 7.4601 7..460 7,460 7,460 2.785 6,415 6.415 6,415 6,415 17, L17, FL HGU028-',,q-SD54.5 71,4 P1241241 i6 PA 4";;' - '114'AWSDS20 6) 'WX 41,i,SDS 2,565 4,,#5 737 1,845 6050] 6,605 6,605 6,605 7HGUS2110-3 J 4, 12x4" 5251 ,825 17825 17. U-1. FL 9 t,,;, 1' 11,4,-. 9/,' 4iEPSDS x 4V SDS q,"A5 9,74 2475 7,01S: 7.0-5 7. 1, 0 I L HGUS212-3 10 12 141A 1 0,2,', 4 i (56) 16d 20) 16d 5045 9,600 9,600 33 5 8,255 8 215 8,255! 8,255 8,2552811 17, L17, FL 1 HGUS214-3 12 12 14'A. 1 4 (66 16d 22) 15d 5.515 10,10003.100 4, 4 .8,685 8,,e85 8,685 8,68551 Quadruple 2x Sizes h 12 161, 1 5N I ' jc_,,-,(2b jiid ",-J' 8) 16PM-5 1155 0 51, A8751,5]2304`557 5 1,855]'V 4. 200 14,500 Z95A 17, Ll 7, FL I HGU026-4-SDS6 5Y, 12 i 6GA, I Pri 1 4 1 (12)1,14"x6" SOS 4)1/4"x6' SDS 2,375 5.040 5,165 5.165 ! 5165 1,7101 3.630 3,72n 13,720 3.720 A. P _HGUS284 6 A f fflkf 015)1 6d 2 16d 3: 60 17,450 2;.785 6.481 6,415,1,6;415" 17, L17, FL UQ*4-SdS`,",'T'-, 12'1'69A, i`e'*! 2 '/1 SSp C ',`'SDS A'026I'b'4 d 8,860' 8.86018,8661, 48_90' 11 1 6,aw 8' !Q 8 380 6,38 0A HGUS2!0-4 9114 1216/,6 4 1 (46) 16d fl6)16d 4,095 9,100 00 9,100 1: 9,100 3;525 7,825 7,82- 7,825 825 17, LIT FL 2 ( 4,-SEB 2 JAV% 93& 17i`2 6;' SIDSA' 1_29) 6" SOS 4AX," 260 10,260 1385 7,385 Z,3'9 FL 84- 12 1 651i A OW 7 A 5045 9,606 IAF00 9 4,600:14"315,1_ 8';255,A-255 8,255 17, L17. FL H 61/rfi 12% 'A 16d (22)15&T [5,5151101 85 81685 8;685 4x Sizes LUS46 4* lit 3Y-., I ____TTT___(414/4 16d T4 1 6d I , 1 r, 5 1,030 11180 1!280 11,625 1,000 0 1,010 1,090 1.385 F GUS46- 4 7/16 12 i 3% 47A6 4 1 (20) 16d 8) 16d 2,155 4,355 14.875 5,230 5,575 I,K5 13,750 4,200 4,795 171-17, FL HHUS46 4 Y,6 14 3 % 5 Y% 3 (14)16d t6) 16d 15513 2,7901 3,16r' 3,4`10 4,265 1,335 i 2,390 2.710, 12.925 3,665 HGIJO4G-SDS3 5; 12 3% 4 /a 4 (12) %" x 3" SDS 4) '14" x 32 SDS 1,635 5,040 165 5,165 5JG5 1,175 13,630 13,721, V213 3 720 i L 4' 35A, 6' 2 76fJ64M 01 , (4)16d,.i 0,165 0116 1,500' 10.2% z d" 1 1 OM J J25d 1 W285,1_3, 1,765 HUS48'' us 4 8 Us w. A 14 Jt-1- 14 i 3% L 7 tfi 1 116d ANt 8) 1;550, 15 1 9&3 1 2AM 1,5505"' L; 7IO 11 365` 16 3, 1 1,555 11,680, 4,695 4,415 2.115 5,535 It, Lit, I-L 12 4 (46fl 6 d 2i Al 6d 3,235 7,460 7. 6W A5-,6;j15J6A. 415 6,415 WL 20) '?4" X;SDS SDS' 2, 565 i336 1,' 1US410 141414 18! 3' R 2 (8) 16d 6) 16d 1745 1,830 2,090 2 265 2870 1,500 11,565 1 V85 11,935 2,455 HHUS410 8 3h 141 3% 9 3 (30) 16d 10) 16d 3.74 5 5.640 6,385 6,890; 7,165 3,440 14,835 5,480 15,910 6,165 IT L17, FL rTGU, 410 87A 12 3% 9/-.e 4 (46)16d 16)1611 4.0% 9,100 0,100 9100 91100 3 525 7 825 7,82 7,825 7,9 25 IIGUO' 'S0S3 1-91A 1 3 % 8% 4 8) 3` SIDS?'I 8) V, x X; SO J,440 7 4151 7,4 116, 2,475 5,J46 5.3401 S,j4o' 2jo f: 10ME 101/1 4 1 '(56);16d 200 5045 900 9,606 46bb,.j,g 600 4.335, A255 18,255 i 8,255 8,255 1-1, Ll 7. f L Ono 5 78AA 118,13 51 F; 0 C0 U) L 0 1. Uplift loads have been rroreased for wind or eartriquake loading with no further When Strong -Drive SDS.-leavy-Duy, Connector screws clo no-. Penetrate all pies increase allowed. Reduce where other loads govem. of the supporting girder truss, supplemental Strong-Drve SDS Hpav Duty 2. Wind (1 eG)s a do,vnioad rating. Connector crcm at the hanger locations may be requred to transfor the load to 3.1f/inimurn hed height shown is recruired to achieve full table loads. For less than the truss *-s net penetatedby the face fasterers. as determined by the Desic r. minimum had heiaht, see technical bulletin T-C-REDHEEL at strongtie.com, 7. The supporting girder truss must have adequate tinickness to accommodiat 4. Truss chcrd cross grain tension may Emit allowable loads in accordance the screw length, so that the screw does not protrude out the back of the with ANSI/TPI --2007. Simpson Strong -Tie" Connector Selecror' Software girder. X- or 41VAong Strong -Drive SDS Heavy-Dity, Connector screws includes the evaluation of cross -grain tensor in ris hanger allowable loads. may be substituted for the longer Strong -Drive SDS HeavV Durty Connector For ad&ior:al inforMation, contact Simpson Strong-Te. screws w:th no load reduction. 5. S:mpson Strong-Tiel Suong-Drive" SDS HeaW-Durty Connector screws are B. Loads shown a. a base of on min.murn of 2-ply 2x carrying member for nailed permitted to be installed through metal truss plates as approved by the Truss hanaers. With 3x carrving members, use 16d x 21/i" nails into the header and Designer provided the requirements of ANSI/TPl 1-0- 1 Sections 7.5.3.4 and 16d commons into the joist with ro load redUo7icn. With single 2x carryng 8.9.2 are met (pre-driling required through plate using a maxmum of -,-2" bit). members, use 10d x I ,'" nails into the header ar d 10d commons into the 6. Strong -Drive SDS Heavy -Duly Connector scre-s that penetrate A plies ofthe joist, and reduce the load to 0.64 of the table value. supporting g:rder (screws must pere-rate a mini.murn of 1 " into the last tru-s ply) 9. Nails: 16d = 0. 162' dia. x 31h" long. See pp. 26-27 for other nail sizes may also be used to transfer the loac through all the plies of tirn suPpo. tho girder. and nformation. 237 U) 0 0 V ANN, '7nn Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically' or shallow heel heights, so that full allowable loads (wit h minimum nailing) apply to heel heights as low as 31W'. Minimum and maximum nailing options provice solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to 1/2" max. to allow for grea-er construction tolerances !maximum gap for standard allowable loads is %" per ASTM D1 761 and D71 47). 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 HT U28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HT U may be skewed up to 671h'. See Hanger Options on d. 239 for allowable loads. Codes: See p. 14 for Code Reference Key Chart Min. heel height per table HTU26 13/4' truss and Garrying member Typical HTU26 Minimum Nailing Installation Alternate Installation — HTLI Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For 1,12" maximurn gap, (HTU210 similar) use Alternate Allowable Loads.) Fr T hese Products are a,"roved for installation with the Strorg-Drivel SO Connector s3rew. See Po. 3G-4C for more information. Standard Allowable Loads (1/8" Maximum Hanger Gap) z 0 3 R z I.The maximurnhanger coo is measured between the joist (or truss) end and the carrying memoe., 2. Minimum heel heights required fOr full Table loads are based on a minimum 2 /- 2 pi?cn, 3. Uplift has beeninoreased 'or wind or earthquake loading withno further increase allowed: reduce where other loads govern. 4.Wind(16T is a download rating. 5. For hanger gaps between 'A" and 'h", use the Alrernate.411riwable Loads. C-TrUss cii-ord cross -grain tension may ifirnit allowable loads i') a"cordarce with ANSI,, Fit i-,- 1. Simpson Strong-T e' Connector Selector Software includes the evaluaton of Gross -grain tension in its hanger anowaole loads. For additional informaticin, contact Simpson Strorg-Tie. 7. Loads shown are based on a minimurn. 2-ply 2x carrying member. For single 2x -carrying members, use N10 (10d x Vi nails into the header and reduce the. allowable download to 0.70 of the table value. The allowable uplift is 100% ol the taole load. B. Nails: 16d 0.162' dia. x 31h' long, 10d = 0.148" dia. x 3' long, 1 Od x 1 Y," V 48" dia. x 1 1,V long. See pp. 26-27 for other nail sizes and infornrGit'on. 238 UPDATED 04117117 0 1 S A -Ps 0 v MruN! W!"T"I" Face -Mount Truss Hanger (cont.) Pr Those products are approved for installation with line Strong -Drive* SD Connector sciew. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrvinq Member Min_l M. Fasteners Allowable Lo li HF Allowable Load 4i No Heel Height! Gain, 14e.d 9 Oft, 06", Wnd ji ijfCPQ, 91 lilo Snow 6' 4, qlade R f. e i Mel ber 3111?§) i 1AR'' Min.) 3A 2) 2x4 10) 16d 14 1 0d, Y 1 W; 925 1,470 1,670 1.800 2.040 795 1,265 1,435 1 1,550 1 1,755 1 7HTU26(Max.) 5,h 2) 2x4 10) 16d 20) 1 Od x 1/11, 1310 1 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935 Ll 7, 1i9701,,,:J,i?YQ 46" 3,3`4' 3 , ;600"- 695-,?,530' 2,870 3:0951" 3 360, F1 r 7U2 10, 32yl d ;iIW,' 2,760 JZ'9401-- VP 3,360,' 1. See table above for dimensions and additional footnotes. 4. Nails: I 6d 0.162" dia. x 3W long, 10di = 0. 148" dia. x 41112' long. 2. Maximum hanger gap for the alternate installatior is I/V. See pp. 26-27 for other nail sizes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Madel pi, Heel" ensionk din.)l rasteners JLGarrying kiember C ii`,'Nel Mej, ble oawa' ' ds Aplift Jloor I q Q' 1 Wind 160) Q;, de Ref. I Single 2x Sizes HTU2684%i,-",,, 3 14 l 3'1`/,'[,T(2'6 J 6d,, 6J),'10ri X 1 vv v.o: :, KqS . 2, J -!,75 1:12S 1, HTU26 (Mio", 3 7/i 1 19d' 4 1Tdd'x 1 lh", A 1,76 3100" ",w1 ,loo_ s,'l 1,955 1,,,58 5 1, 9 HTU26 (Ma y, 1W, 5 i,, SW: 20)16dJ,66&i:i x lle 0 2.370 2,370, 2;370 2,3!,O` 8 (Min.) 3'A 1% 71 c 31/2 (26) 16d 14) 1 Od x 1 1h" It 1,125 3.770 2,770 3.770 3,770 970 2,825 2,825 2 825 2,825 Ll 7, HTU28(Max. 71/, 1 % 71A, 31/,, (26) 16d 2 6) 10 d x 1 -h" 1,920 32820 4,340 4 680 5,015 1,695 3,285 3.730 3,765 3765 Fi- T1_12-10(Min.'J 01(4 9Y_ A, 1/; (3 T)L 6 djT 4) 1 Od ii 6 1,075F,606-3,600" 00i__, 1,075 NO_i,,,,,',700Z", g 2,700 76531/2],',3?) 16o 32) 10d)(f' r'2;800 3 657, J,Z(3,5 Double 2x Sizes 37/i 35A'5'5' ixii` 2q) 16d jj,4',i,db 2,940, 2,20 W- 2 05%, 2'205: 2' 51h 34ia Si,(s dM (20)16d Ojj;jdd 1.910, 2 940 L 333,346'I 4,506 1 3,5300',11' 2',,2 5,, 2, 2 0 5 2, 2 0 5,' 2,20 HTU28-2 (Min.) 3 7A 335A6 71A fi 31/2 (2 )16d 14) 10d 1?490 3 820 3:980 3,980 1 3,980 1,280 2,985 2,985 2,985 2 985 17 Ll 7, HT1,128-2 (Max.) 7 1/ 31/.5 71/, 3/2 (26) 16d i26)10d 3,035 3,820 0 4,680 1 5,555 2,6104,34 3,28-5 3,733 4,025 4.165 HTU2 10-2 374, 3 11., 777v 4612554,2 85,zi,,:4-255 I IrS j,l 90 3,190,' 1 1,1 9 6 - 3,' F`WPQO F-f-wo, Ood,,, WbEi , 3 4 645,,: 4 5V, It W". See table footnotes or p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up -o 671Y. A\railable in single and 2-ply size. No bevel cut recOred. Allowable Loads for Skewed HTU Hangers 1. Uplift loads have been increased for wind or 3. Maximurnihanger gap between end of joist (truss) and face of earthquake loading with no further increase carrying members 'A'. alli Reduce where other loads govern. 4. Nails: l6o = 0. 162' dia. x 3W long, 1 Odxl !6 = 0.148" dia. x I th' long, 2. Allowable downloads may not be increased. I Od = 0. 148' dia. x 3' long. See pp. 26-27 for other nail sizes and information. Specify angle 51' to 671/2' Top View HTU Hanger Skewed Right t 51' U) 0 0 C) U) 0. E 239 THA/THAC Adjustable Truss Hangers v 0 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustability and top 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 ZMAXO coating; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners: see General Notes. The following installation methods may be used: Top Range Installation — The straps must be field formed over the header - see table for rnmirnum top flange requirements. Install top and face nails according to the table. Top nails shall not be within 1/4" from the edge of the top flange members. For the THA29, nails used for joist attachment must be of iven at an angle so that they penetrate through the con ier of the joist arid 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 accondinc to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, ' 'he lowest four face noles mus- be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the 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 loads. Install The tabulated face nails into the face and top of the carTying member. Nails used for the joist attachment must be driven at an angle so -[hat they penetrate 11hrough the cornier of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available w:tl) [lie header flanges turned in for 3%" (except THA413) and larger, voth no load reduction - order THAC hanger. Codes: See p. 14 for Code Reference Key Chart Double-Sh a., Double- a Nailing Shear Side View; Nailing Do ri Top View bend 21M ii, THA422-2 13"" to, THA0422 and HA42&-2 1P' 21/2' forTHA422-2 THA426-2 THA418 LVA THAC422111' Face nails Top nails per table per table Double4x2— Use tull table value Single4x2—_ See footnote 3 i the double tabs and install I into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation f 7UAA O0 Shear7,7 Dome DouldeNailingSideView Available on some models) U.S. Patent 5,603.580 r _— - I 1 -1 A WSW N 5'THA29 2 face nails T tal) 4 top nails Total) 10- Straighten the double shear nailing tabs and instaill nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Top Flange installation Min. header depth 0 U) 0. IN 229 P C0 D M 230 THA/THAC Adjustable Truss Hangers (cont.) ED These pro-oucts are available with additional corrosion Protecfion. For more information, see p. 18. I' 93 Top -Flange Installation' THA29 18 15/8 9 'A 6 51h 21/,6 - 4) 10d: (4) 10d 4 10d 560 2,260 2:310:2,350 2,317SO 480 11740 1,785 11,81t, 1,81n 1 THA213 18 1% 135A6 11/2 - 4) 10d (2) 10H 4) 1 Od x 1 1/2" 1.615 1.6151 1 615 1,615 1,280 1,280 1,280l1.280 THA218 18 1% 17-Y.6 51/-, 2 4) 1 Od (2) 10d 4 10d x 1 1Y 1,615 i .615 1,615 1,280 1,280:1,280 2 7, 2 245[2 ,4 1,1935 5 18, THA2 2-2 16' 8 A 2) 16d 245 2 2451: 0 Li 5, 4. THA413 1 8 3% 131A61 4,/, 1 1/ 4) 10d (2) 10d 4) 10d 1,615 1,615 1,280 1,280 1,280 11.280 THA418 16 3 5/h 171/2 77A 2 4) 16d (2) 16d 6 10d 2,245 21245 12,245 2,245 1,935 1,935 1.935:1,935 THA422 16 3% 22 77A 2 4) 113d (2) 16d Q) 10d 2.245 2.245: 2,245 2,245 1,935 1,93511,93511.9351 THA4?6 14 3% 26 i 71h 2 4) 16d i (4) 16d 6116d 2:435 2.435 2.435 2,0q512,09512,99512,0951 FL I Face -Mount Installation4 18 1% 911A6 51h PA6 - (16) 1 Od (4) 10d 56C 3 18 1% 131A& 5'h 13 A6 - (14) 10d (4) 10d 1,170 8 18 14 173A6 51/-, 17-_Y 6 - (18)106 (4) 10d 1 1,170 18,, L15 THA413 18 S-% 13-A 41/, 13N 14) 10d 4) 10d 1,170 1 1,94012,235i2,400 2,4001780 11,660 1 910 12,075i 2,210 THA418 16 3% 171h 7A 141A& 22) 16d 6) l6d 1,855 3;69513,695: i3,695 3:695 1,595 3,185 3,185 3,185 3,185 THA422 16 3% 22 7 A 14%6 22) 16d 6) 16d 1,855 32695 3,695 3,695 3,695 11.595 3,185 3,185 5 13,1853,18 THA426 14 35k 26 7'A 161A, 30) 1 6d 6) 16d 1 855 4AIC, 4, 01 'A8-',) 4.4,3, 1,595 FL THA422-2 14 J 30) 16d 6) 16d 60 5!5 0 A 440 4,745 4,745 1 4,745 170 THA4 6-7 1 6"' WA gi/ 48 3 6d, 5, 520; 5' 1,595 7 5 4,74 5' F.. =l 70 1. UPl:Tt has beennoreased 601. for wind or earthquake loading wi-h no further increase allowed; reduce where other leads Govern. 2. Wind 0 60! is a download rating. 3. For single 4x2 top chord carrying nremoers or single 2x nailers, the following THA hangers can be installed using 10d x t 1h' top nails and (2) 16d face nails with reduced allowable loads as noted: THA418/THA422: 1,415 lb. for DF/SP, 1,215 lb. for SPP; THA426: 2.245 11b. for DF/SP, 1,930 11a. for SPFF; THA422-2,'FHA426-2: 2,345 lb. for DF/S 2,0 i 5 lb. for SPF. Loads are nasec on hanger installat:ons at panel points. 4. Fpce-mount installation loads are based on minimum of 2-pty 2x carrying member. For single 2x carrying members, use I Od x 1 1h" nails into -the carrying np-mber and tabulated fasterers into the carried member, and use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. S. Min. lop Flange refers to the minimum length of strap that must be field formed over the header. 6. For the THA 2x models. one strap may be installed vertically according to the face mount nailing requirements ano the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on p. 229) and achieve fill tabulated top flange installation loads. 7. Nails: 16d = 0. 162' dia. x 3V long, I Od = 0.1 -1 8' dia. x 3" long, i Od x 1 -A" = 0.148" dia. x 1 W" long. See pp. 26-27 for o1her nail sizes and inf mation. THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/1-422 has a standard skew of 45'. Straps must be bent for top flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvan'zed Installation: Use all specified fasteners; see General Notes Straps mus- be field -formed over the header a minimum of 21/2" Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code Reference Key Chart THAL422 1. Uplift has beer horeased for wind or ea-rhquake loading with nofurther increase allowed. re(DUCewhere, other loads govern. f I : ocr loads unless Fin-ired by other criteria. Floor lo3ds may ne adjusted for2. Roc. loads are 251tc, off load durations a3cording to the code provided they do not exceed those i-) the rOOf -,OIL!mn. 3. Where -he top of the carried member is f. ush wi& the top of the carrying rne ber, H,ff is equal to the depth of the ca, ed member. Ofl-erwise, Her.. sfall Ce measured from the top of the bearing seat to 'he top of tf e carrying member. 4. Nails: 1 Do 0.148" dia. x 3" long, I Gd x I W 0,-z 48" cia. x I 'A" long. See oD. 26-27 for other nail s7as and information. Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord f U) C0 0 WU) ZINO h= 241 z z0 C R a g-m-g- -, px- WJMW g ",:w" '-q F1'T_1e0W_0_d4C6hstnucti6n. Conn' 7 q 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: LJse all specified fasteners; see GenemA Notes. Al 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 Fienetraton. See footnote 3. Options: lhp--,e hangers cannot be modified Codes: See p. 14 for Code Reference Key Chart Top View Left -Hand Hip Installation THJA26 Top View Right -Hand Hip Installation 066W.11Aq _40P, Typical THJA26 Installation Top View Terminal Hip without Center Common Jack 6 Illowable Lo 4*. SPF/47kwable Loads Model Carried 771H It or Uplift Floor,, I Snow "l,"-'Roofz I Wind' Uplift Snow WJ din 6'6-0) Code, iNoCarrying, MembC,,,-_ P Jack Jll T" 0#9 V 6i 't 10 0 115) 125) i N_ Hip 720 2010 2,310 2,4bO 2,450 590 1740 2,000 2,100 2 100 THJA26 (20l 16d 61 1 Od x 1112" (4 10d x I 1h' L240" 6 T 1ote 960 2,680 1 3,080 3,265 3,265 785 2,320 2;670 2,800 2,800 1 : qUpliftloadshavebeenincreasedforWoolorearthquakeloadingwith no further increase allowed, reduce where other loads govern. 2. Wind (160) is a download ra- ' ing. 3. Loads shown are based on a minsmurn :2) 2x6 carrying —ember. For single 2x carrying —embers (mir. 2x6), ise 1 Gcl x I i1i" nails and use 0.67 of the table value. For (2) 2x4 carrying merrIaers, mui the download by 0.50. 4. -:6d sinkers (D. 14&' dia. x 31/A" long) may be substituted fcr'he sneciffied -; 6d commioins at 0.85 of the table load. 5. Tabilated hiP ard jack allowahle load., assume that 75% of the total load is d stribLited to the No and 251% to 'he jack. It is permitted to distribute 65%, to 85% offhe tabila-bed 7otal load to the hip, and the rerrairing percentage of total load to the jack. The combired hip and Jack load may not exceed !he published Total: Oad. 6. For terminal hips, dMde -,he to-lal allowable load by 2 to determine the allowa3le load for each hip. 7. T uss chord cross -grain tension may lim:-L allowable loads in accordance with ANSI/TPI 1-20, A. Simpson. Strorg-Tio Cornoctor Selector7' so--twaro inclucPs -,he evaltiai:on of --ross-qrain tension in its hanger allowable loads. For additional information, contact S miason Strong -Tie. 8. Nails: '6d = 0.162" cia. x 3112' long, 10d x 1 lb" = 0.148" dia. x 1112" long. See po. 26-27 for other hail sizes and inlormation. 0 0 ID U) lin CL 11 247 1/2 01 VALLEY FRAMING & I iimhpr.qi7P;:lnd (' md4- Mintimitm RpnifirpmPnils Qr A Maxi,mum OfASCE7-10, 130 MPn, tricIC'Sec, P u, kN1 TRUSS TRUSS, UNDER VALLEY FRAWNG VALLEY RAFTER OR FUDGE cpipOLE af (TL) and 20 psf (TD) Max. m vtartlng frontherativys orsleepars ridge board so that cripple locations are irement Notes 4 16d tc e-na its, 4 16dtoe-nails 4 16d toe -nails 8 16d face -nails locking 16d toe,nalls pers 4 Ifid toe -nails 4 16d We -mils russ 3 16d toL,.nmils each sleeper.& truss lock 4 16d toe -nails 4 16d toe -nails. 3 16d toe -nails. 4 16d.toe-hails 4 165d toe -mils 4 16d toe -nails 3 16d toernalls 4 16d toe-nalls MMON NAILS A) I(B) Mr— THIS MA11= To ALL C0KMCr=. m TIC No. 70861 TC LL 20130 40 '54 REr ;VALLL-' PPAMING T—_ _q h_Ak " lrut Pw f RCSI ChAv. S.f y TC DL 10120 7 7 FATE 10/01/14 DRWG VACNIV180101s, U.4 —V— 3, 1 -AW, a I. _12,f STATE oF BC DL 01 0 0 0 w BC LL 01 C) 0 0 nwCX,WAW Uh cW-!, :rl Xvm L 0 R IV TOT, LD.30 50 4? 6164 bUP. FA 125/1,15 D_v_ w N L ZEE ABOVESPACING:' EX C4,MOQCAS F— 4,F.n IN. j6b. 0"t .b TPU —.tpv--v sac.. Cracked or Broken Member Repair DetaR Load Duration = OZ m—k., 4 nrrps mav be Increased for Duration of Load This drawing specifies repoirs for a truss with broken c:hord or web member. This design Is vaLlol only for single ply trusses with 2x4 or2x6brokenmembers, No more than one break per chord panel and no more than two break s per truss are allowed, Contact the truss manufacturer for any repairs that CIO not comply with this detalk. B) = Damaged area, 12, max length of damaged section L) = minimum nailing distance on each side of damaged area (B) Two 2x4 or two 2x6 side members, same size, grade, and s cles as alamaged member. Apply one scab per face. MFnelmum side member tength(s) = (2)(L) + (B) Scab memb" length (S) must be within the broker) 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, Nall using 10d box or gun nails C0.1281x3', min> into each side member. Theamaximum permitted lumber grade formuse.with thisdetijisLimitedtoVisualgrade41andSRrade1650f. This repair detail may be used for broken connector plate at mid-panet splices. This repair detall ma not be used for cloma()ecl chord or web sectors occurring wt hIn the connector plate area. Broken chord may not support any tie-in loads, 4' otTypico. 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + Stagger Back Face 10 CI Box (0,128' x 3', mIn) Nails, o = Front Face 2.4 pemberr : TDrouble Row Staqger 2.6 ")b pie Row Stacipere NoLIL Spacinq Detall vWARN3WG- RrAD AND FILLENLALCLONAORACETMONS LT4MCSUP)K1"AGV1T1KG MSTALLrn' WiltTANTOO FURN33H THIS DRAVM TU AL k R'f r 'm ro h f1blIc.t1no, &A, :, INY ZOO t dMw Of AC11 a'A-WV PrOvkI, t"Wa C T.. pl, t. psrf-q td A- SJ- r.vt M or vet 17 PP1Q1,, APZ Aj.. t. _d, f... h.R h- b-." b,.t.(W P., W_ .,d _ V.,=j V,t.t., -A.. -t.d Of '. M JU- s sr.— Ft.,.r %. d .. V; 1"A.Z _ t-d-d Pl.t. 00-1 I C,_t. —Y d--t 11 MPANYANrTW00 Atpk*, a &IWOn Of JYV 31A A h M'SlArl , Or F-4,M -Ppbv, b "'* , , Pt: ustkv tH Y f 'it '11A—Ad'W4 DOSV PW MUInK I 3K4 13339 La)wkwt Dd" lnfwmtwl got tNs job's Qt,—.( = ,&M E.th Cly. M053D45 -tdrMt—, TPP 111.tp tOrgl MoLxlmum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12, 620# 635# 730# 800# Welo On y 2x4 181 975#. 1055# 1295# 14150 Web or Chard 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 15135# 2245# 2620# Web or Chord L1x4 30, 1910# 19600 2315# 2555# Web or Chord 2x6 223o# 2365# 3125# 3575# Web or3or ""u' ' c2x4 36' 470# 2530# 2930# 32 Web or Chord 2x6 3535# 3635# 4295# 474 Web or Chord 2x4 42' 29754 1 3045# WChordWeborChord EXIS Web or Chord 2.4 413' 3460# elo or ChordWWorC 2x62x 5280# 6095# 6660# L -,=E. - _L M"- US REIF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 11 s NOTE., IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE R THAN 5GO#.ARE TO BE PLACIE.O QN FLOOR, TOUSStS, SHORING RECOMMENDED S H 0 R NG D E. T A IL isquul.Rru), K C ATED LOAD TO UPPER rLobA pONSTSUCTIONMATCRIAL. ONC.ENTR PROVIDE 2.'0%* CLEARANGE'QN- ALL SIVES OF A, MAXIMUM WrEIG'HT PER PAt LET 'IS' LOAD I MUS , T BE SPR A 0 OVER AT LEAST 2-TROSSES.. SNOTE: SEE APPROPP14TE ALPTNE FOS-LUMBS, PLATE AND. OTHER DATA NOT SHOWN MERE. 71= i 1 d. i -i NOTE, SHMING, MATERIAL ANO LA13OR 2dol T11,114STALL. AND TO REMOVE THIS xi 11211 gypstsm bid. 2.1 psrl 1/2"-I.Ayer MAJERIAl- IS ITO BE SUPPiLIED b 21 511 In r SY TH5- CONTRACTOR. Al 15004 GAPACITY: V tone. block, 6.0 pirl sllll laycY7Pb!T.8 ia oflry brick 38 pq 1:4 0 M -lmumlI-'N Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com 0;+- 1-,F-,+;- Customer Carpenter Contractors of America Job Number N333519 JobDescription: VARIOUS 9A6/9A7,258SE/258MA/258TA , 02A RAO 1 Address: TCity, State, Zip: Name, Address and License # of Structural EOR if one exists for the building: Name: License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) View Version: 17.02.02.1213.21 JRef#: lWa289750082 WindStandard: ASCE7_10 Mind Speed (mph): 150 RoofLoad(PsO: 20.00-10.00-0.00- FloorLoad(PsO: 40.00-10.00-0.00- 5.00 5.00 This package contains a job notes page, 50 truss drawings and 9 details. Item Seal # Truss 1, 102.18.1215.10380 Al 3 102.18.1215.10848 A3 5 102.18.1215.11877 A5G 7 102.18.1215.11878 G1 9 102.18.1215.10582 G3 11 102.18.1215.12032 ClG 13 102.18.1215.10988 V3 15 102.18.1215.10925 V1 17 102.18.1215.10971 MV1 19 102.18.1215.11052 HRA 21 102.18.1215.10191 HJ2 23 102.18.1215.10441 ERA 25 102.18.1215.10739 EJ2 27 102.18.1215.12031 CJ5A 29 102.18.1215.10332 CJ3 31 102.18.1215.10269 CJ3A 33 102.18.1215.10738 CJ1A 35 102.18.1215.10239 FG1 Item Seal # Truss 2 102.18.1215.10208 A2 4 102.18.1215.10691 A4 6 102.18.1215.11050 A5GA 8 102.18.1215.09959 G2 10 102.18.1215.10363 G4G 12 102.18.1215.10783 MG 14 102.18.1215.10145 V2 16 102.18.1215.11299 MV2 18 102.18.1215.10036 HJ7 20 102.18.1215.10051 HRS 22 102.18.1215.11082 EJ7 24 102.18.1215.10066 EJ7S 26 102.18.1215.10409 CJ5 28 102.18.1215.11080 CJ5S 30 102.18.1215.11049 CJ3S 32 102.18.1215.10908 CJ1 34 102.18.1215.11954 ils Wit dacu ment has boeen electroriczfly 36 102.18.1215.MM- uRiFq2niejit.wkiUnmtAre. Printed copien witiout 3n orioinal siamture musl Lt VV1111to a tilaq uIrw lquia ve rsicn. 04/12/2018 ENs 70861 STATE OF A OR Florida Certificate of Product Approval #FL1 999 Printed 4/12/2018 1 52 48 PM CZ ifn In f^ r n f;^ " - Customer Carpenter Contractors of America Job Number, N333519 JobDescription: VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Address: City, State, Zip: Item Seal # Truss 37 102.18.1215.11953 FTGE2 39 102.18.1215.09989 MA 41 102.18.1215.10003 FT1GE 43 102.18.1215.10207 FT3G 45 102.18.1215.10909 FT5 47 102.18.1215.10565 FT7 49 102.18.1215.11220 FT8G Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss 38 102.18.1215.11487 FT1 40 102.18.1215.10114 FT1G 42 102.18.1215.10628 FT3 44 102.18.1215.10659 FT4 46 102.18.1215.10644 FT6 48 102.18.1215.10146 FT7GE 50 102.18.1215.10894 FT10G This dDcument his 6een electronicstly P -= 1 I coixe5 vath:)ut an orional sianstur. te yeffmd asiricithe orictinal eJectranic versicn. 1E NS-k-'-**-. STATE OF 0 04/12/2018 Florida Certificate of Product Approval #FL1 999 Printed 4/12/2018 1:52:48 PM Job N unnber: N333519 Ply: 1 SEON:427IO/ T37 COMI Cust R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,O2A, RAO 1 Qty: 13 FROM PFH DrwNo: 102,18,1215.10380 Truss Label: Al KD / WHK 04/12/2018 Ts Loading Criteria (psf) TCLL 20 00 TCDL: 17.00 BCLL: 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7 110 14 15' 1 4 TV-2 10' 10' Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 24.19 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 1 3B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :132 2x6 SP #2 N: Webs 2x4 SP #3:W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "I 3B" 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 MWIFIRS with additional C&C member design. Snow Criteria (PgTpf 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 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 2ZI"2 Tl "2 D 30' IQ' TO Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.126 H 999 360 VERT(TL): 0.438 H 999 240 HORZ(LL): 0.046 H - - HORZ(TL): 0.103 H Creep Factor: 2.0 MaxTCCSI: 0.936 Max BC CSI: 0.798 Max Web CSI: 0.668 VIEWVer: 17.02.01A.1115.21 A%, 4 At' , COA #0 04/12/2018 39 T10"14 10, 1 30' i A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 1643 704 /1025/- /287 /4.0 F 1643 704 /1025/- / - /4.0 Wind reactions based on MWIFIRS B Min Brg Width Req = 1.9 F Min Brg Width Req = 1.9 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 1115 -2701 D - E 1140 -2425 C - D 1140 -2423 E - F 1115 -2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2289 -852 H - F 2291 -852 1 - H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 398 -513 D - H 902 -422 1 - D 900 -422 H - E 398 -513 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracingyer BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheriqidceilina. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910 as applicable, AppTy ,,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the RWCOMP w truss in conformance with ANSI P1 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cove r e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineenn responsibility solely for the design shown. The sp.1,11bilityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSI[TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn, TPI: www.tpinst.org; SBCA: www.slocindustry.corn; ICC: www.iccsafe.org Orlando FL, 32837 Job INIumber: N333519 ply:: 1 SEQN: 42711 1 T36 / HIPS Cust RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 2 FROM:RDG DrwNo: 102.18.1215.10208 Truss Label: A2 KM / VVHK 04/12/2018 67" 67' b T6 13' 17' 23'5" 6'5" EF4X10 5X8 D E 30' 30' 67' 1, 10, 10' 10, 1. 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw--/Rh /-RL / W TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.127 1 999 360 B 1618 /308 /1030/- /254 /4.0 BCLL: 0.00 Enclosure: Closed Lu- NA Cs: NA VERT(TL): 0.449 1 999 240 G 1631 / 308 /1030/- / - /4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.053 1 - - Wind reactions based on MWIFIRS Des Ld: 47.00 EXP: C HORZ(TL): 0.120 1 8 Min Brig Width Req = 1.9 NCBCLL 10.00 Mean Height: 23.69 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9 Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CS 0 . 841 Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.831 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: 0.258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE rVIEWVer 1702.01A.1115.21 B-C 1040 -2703 E-F 971 -2359 Lumber C-D 970 -2330 F-G 1039 -2732 D-E 874 -1713 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - J 2309 -796 1 - G 2334 -824 Lumber value set "l 3B" uses design values i - 1 1727 -518 approved 1/30/2013 by ALSC Bracing a) I X4 #3SRB or better continuous latera I restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(O.1 13"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. 1 28x3" 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, o.708 I COA #0 Omsk M194 04/12/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 302 -465 E - 1 678 -224 J - D 648 -254 1 - F 301 -464 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly atta C hed riiid ceilin, 9Y. Locations shown forpermanent lateral restraint ofwebs shall have bracinq inslalled per BCSI sections B3 B7 or 10asapplicabe. App y vlates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to' drawings 160A-Z for s anclard plate positions. ALPINE Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . r1W COMPAW truss in conformance with ANSIFrPI 1, or for hand1% shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the de n shown. The , PabilityaSig2. and use of this rawing for any structure is fhe responsibilitV of the uilding Designer per ANSI/TPI I Se Suite 150 For more information see this job's general notes page and these web sites ALPINE: www.allpineitxom; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN 42712 / T35 HI4PS] C-1 t: R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10848 Truss Label: A3 KM WHIK 04/12/2018 5 19, L4 30' 5 8' 5" 57' SS0514 —SS0514 T2D E 12 6 Z 4X4C W 4X4 a) F coZo B G A H H051 0 -- H 0 15 10 6X8(B3) 30, 10, 10' 10, 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh I RL /W TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.124 1 999 360 B 1599 /437 /1029/- /220 / 4 O BCILL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.446 1 999 240 G 1621 / 437 /1029/- / - /4.0 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS Des Ld 47.00 EXP: C Mean Height: 23.19 ft HORZ(TL): 0.129 1 B Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.865 Bearings B & G are a rigid surface, Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Stcl 2014 Max BC CSI: 0.839 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. 199 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS, 18SS VI EW Ver: 17.02. 01 A. 1115.21 B-C 1069 -2660 E - F 972 -2355 Lumber C-D 972 -2301 F-G 1068 -2711 D-E 933 -1913 Value Set: 13B (Effective 6/11/2013) Top chord 2x4 SP #2 N 32 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SID #3::Rt Wedge 2x4 SP #3: B - J 2273 -829 1 - G 2318 -856 Lumber value set "ll 313" uses design values i - 1 1952 -635 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 -134 E - 1 503 -123 nails(O.1 1 3"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) A, for CLR'S Scabscabs (2) where shown. reinforcement to be same size, species, grade, and 80% length Attach CS 4, ofweb member. with 0,128x3" gun nails @ 6" oc. I , Loading 08 1 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind 0 S Wind loads based MWFRS C&C ow"Ae%4onwithadditional member design. r1p IONACOA #04,qh 04/12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss)es require extreme care in fabricating, handlinp, shipping, Com Safety Information, TPI installing and bracing. Refer to and follow the latest edition of BCSI (Building onent c cbyandSBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary brad I g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attac i6d riqjd ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 or 910, as ar plicab-le. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Refer todrawngs160A-Z fbr s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handlinj shippy installation and bracing of trussesA seal on this drawing or cover e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The P.7,11bility this for is the the Designer ANSI/TPI 1 Sec.2. Suite 150anduseofrawinganystructureresponsibilityofuildingper IFor more information see this job's general notes page and these web sites: ALPINE: .alpinem.corn; TPI -.tpinstorg; SBCA: .sbcindustry.corn IM -.iccsafe org Orlando FL, 32837 Job 'umber: N333519 Ply: 1 ---jSEQN. 42713/ T34 HIPS Cust RR8975 JRef lWa289750082 VARIOUS 9A6/9A7,258SE1258MA/258TA 02A RAO 1 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10691 Truss Label: A4 VRA WHK 04112/2018 9. 15' 21' 24'1" 30' 6- 3-1" 511 4X6 4X4 4X6 D E F 12 2X4 6 C 2X4G T B H A K M 4X6(B2) 5X8 --5X8 4X6(B2) 30' iA 10, 10, 10, 1. 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W TCDL: 17.00 Speed: 150 mph Pf* NA Ce: NA VERT(LL): 0.124 E 999 360 B 1548 /440 /1022/- /187 /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 /1022/- / - /4.0 BCDL: 10.00 Risk Category: 11 Snow Duration NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0. 117 J Mean Height: 22.69 ft B Min Brg Width Req = 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 psf H Min Brg Width Req = 1.8 Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.782BCDL: 5.0 psf Bearings B & H are a rigid surface. Load Duration: 1.25 MWIFIRS 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 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0. 18 Plate Type(s): Wind Duration: 1.60 WAVE VI EW Ver: 17.02. 0 1 A. 1115.21 B-C 1080 -2524 E - F 989 -2053 Lumber C - D 997 -2199 F-G 997 -2199 D - E 990 -2053 G - H 1079 -2524 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2147 -832 J - H 2147 -860 Lumber value set '1313" uses design values K - J 2322 -872 approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. D-K 626 -251 J - F 626 -251 EN Z 0 S1AT 0 IV ALCOA4 Iftwummmi, 04/12/2018 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, handling shipping, installing and bracing. Refer to and follow the latest editionComponentSafetyInformation, by TPI of BCSI (Building and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheyi-Mid ceiliny,, Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y to each face oftruss and position as shown above and on the Joint Ash., Refer to' Iates drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANYtrussinANSI/TPI 1, for handlinj installation bracing trussesAconformancewithorshippiyandof seal on this drawing or cover.pa e 2400 Lake Orange Dr. listing this drawin indicates acceptance 9f pro) essiona engmeenn respo nsibility solely for the de n shown. The Pability Suite 150anduseofthisgrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSI/TPI 110ec. 2. 1 For mo re i nform atio n see th i s jo Us ge ne ra I notes page a nd thes e web si tes: A LP I N E: , a I p i ne itw. corn , T P I . tp i n st. org; S BCA: . sbci nd ustry. co rn ; I C C i ccsafe . org Orlando FL, 32837 Job 4umber: N333519 Ply: 1 SEQN: 42714 / T29 / SPEC Cust: RR8975 JRef lWa289750082 VARIOUS 9A6/gA7,258SE/258MA/258TA,02A,RAOI Qty: 1 FROM PFH DrwNo: 102.18.1215.11877 Truss Label: A5G KM / DF 04/12/2018 T b 5X5 3X(3 6T6 A C: K a 7' 5' 23' 30' L 7' 8. 8. 7' 8X8 1114X8 -8X10 C D T2 E I Z 1 — F- Cl) 1) W2 T3 LJ F 1114X6 1 OX 10 30' 6'10"4 8'1"12 8'112 6'1 O'A 15' 23'1"12 H1114X6 610"A 30' Loading Criteria (psf) Wind Criteria Snow Criteria (PglPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.183 D 999 360 K 3046 /1253 /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.711 D 797 240 F 3046 /1253 /4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.033 H - - Wind reactions based on MWIFIRS EXP C Des Ld: 47.00 Mean Height: 22.19 ft HORZ(TL): 0.081 H K Min Brg Width Req = 2.5 NCBCLL 0.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.977 Bearings K & F are a rigid surface. Load Duration: 1.25 MWIFIRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.331 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.693 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 VI EW Ver: 17.02.02A. 1213.21 B - C 23T7 -5878 D - E 3007 -7425 Lumber C - D 3007 -7425 E-F 2364 -5846 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.0E :T2 2x8 SP Chords Tens.Comp. Chords Tens. Comp. 2400f-2.OE: T3 2x4 SP #11: B - J 5186 -2077 1 - H 5126 -2061 Bot chord 2x8 SP 2400f-2.OE i - 1 5154 -2073 H - F 5156 -2064 Webs 2x4 SID #3:W2 2x4 SP #2 N: W4 2x4 SP 2400f-2.OE Maximum Web Forces Per Ply (Ibs) Lumber value set "I 3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC i - C 755 -93 1 - E 2502 -1028 Bracing C - 1 2471 -1014 E-H 733 -84 a) 1X4 #3SRB or better continuous lateral restraint D - 1 1006 -1589 to be equally spaced. Attach with (2) 8d Box or Gun nails(O.1 13"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable lit support by erection contractor. a) or scab reinforcement may be used in lieu of CLIR 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. 08 1 Loading 1 hip supports 7-0-0 jacks with no webs. 0 Z Wind % Wind loads and reactions based on MWFRS. 6 0 - 0 ........ 0- COA 4 0 04/12/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriiidceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910asapplicabe. App y ,.Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otlherwis. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI/TPI 1 , or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or coverspa e AN rPN CDMPANY listing this drawing, indicates acceptance of pro) essiona engin . risibility solely for the design shown. The , Pability 2400 Lake Orange Dr. f erund respc and use of this rawing for any structure is the responsibiliq o the uilding Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: -alpineitw.comjPI: Apinst.org,SBCA: .sbcindustry,comICC. .iccsafe.org Orlando FL, 32837 Job umber: N333519 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Truss Label: A5GA Ply: 1 SEQN: 42715/ T32 /HIPS Cust: RR8975 JRef: lWa289750082 Qty: 1 FROM:RDG DrwNo: 102.18.1215.11050 KM / WHK 04/12/2018 7' 15' 30' 817' 8 7- 8X8 C 1114X6 D T2 EIXE; E 6 W2 ( a) 6X6(C3) --6X6(C3) F T6 Bn F A 2 ji H 5X5(C3) 1114X4 AX4 -- 5X5(C3) 1 6'10"4 6'10"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL* 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: 11 EXP C Des Ld: 47.00 Mean Height: 22.19 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 Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Lumber 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 #1 Lumber value set "l 313" 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(O.1 13"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. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Big blocks: 0. 1 28"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000, 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1 014 for more information. 30' 8'1 " 12 8'1"12 15' 23'1 " 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/clefl 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): 0.164 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 - Max TC CSI: 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: Yes Max Web CSI 0.535 FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS VI EW Ver: 17.02. 01 A. 1115.21 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pif at -1.00 to 78 plf at 7.00 TC: From 39 pif at 7.00 to 39 pit at 23 00 TC: From 78 pit at 23.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 pif at 22.97 BC: From 20 pif at 22.97 to 20 plf at 30.00 TC: 565 lb Conc. Load at 7.03 TC: 254 b Conc. Load at 9.06,11.06,13.06,15.00 TC: 250 b Conc. Load at 16.94,18.94,20.94 TC: 562 lb Conc. Load at 22.97 BC: 579 lb Conc. Load at 7.03 BC: 137 lb Conc. Load at 9.06,11.06,13.06,15.00 BC: 136 lb Conc. Load at 16.94,18.94,20.94 BC: 574 lb Conc. Load at 22.97 04/12/2018 6'10"4 30' A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL / W B 3660 / 1670 /4.0 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. T 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 -87T7 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 i - 1 6151 -2790 H - F 6161 -2770 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i - C 685 0 1 - E 2896 -1378 C - I 28T7 -1356 E-H 678 0 D -1 1058 -1584 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attache Trib d ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin 910, ca lie A p inslalled per BCSI sections B3 B7 orasapplippTyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwisd. Refer to drawings 16OA-Z fbr s andard plate positions. Alpine, a division of ITW Buildin ALPINEComponentsGroupInc. shall not be responsible for any deviation from this drawing,apy failure to build the FM COMMNYtrussinconformancewithANSIPI1, or for handlin, shijppin, installation and bracing of trussesA seal on this drawing or cove e listing this drawing, indicates acceptance of pro essiona pinginfeteringuresponsibility solely for the design shown. The rspildbility 2400 Lake Orange Dr. and use of this rawing for any structure is fh e responsibility 0 he ilding Designer per ANSIfTPI 1 Sec.2. Suite 150 7or more information see this job's general notes page and these web sites ALPINE: www.alpineitw,com. TPI: www.tpinst.org; SBCA: www.sbcindustry com; =: wwwkcsafe.org Orlando FL, 32837 Job urnber: N333519 ply:: 1 SEQN 42716 / T18 / COMN Cust R R8975 JRef: 1VVa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 4 FROM:RDG DrwNo 102.18.1215.11878 Truss Label: G1 KIM / DF 04/12/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0 00 Load Duration: 1.25 Spacing: 24.0 " TWA TWA Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15 00 ft 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 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 IN Webs 2x4 SIP #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. 10'8" 5012 08D 21'4" 6-T8 13'11"12 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 X 2 21A" 12 5-74 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0.020 G - - HORZ(TL): 0.048 G Creep Factor: 2.0 Max TC CSI: 0.387 Max BC CSI: 0.680 Max Web CSI: 0.210 VIEW Ver: 17.02.02A. 1213.21 04/12/2018 9'4" T4'A TT A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 1126 /323 /775 /201 /8.0 F 1043 / 291 /691 / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.5 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 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 (lbs) 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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTrilidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3 B7 or 910asapplicabe. App y Elates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to' drawings 160A-Z fbr s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN ' — truss in conformance with ANSI[TPI 1, or for handlinT shippinp, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.' listing this drawing, indicates acceptance qf pro) essiona engineering responsibility solely for the design shown. The a bility and use of this rawing for any structure is the responsibiliq of the uilding Designer per ANSIITPI 1 Sec.2. Suite 150 IFor more information see this job's general n6tes page and these web sites: ALPINE: .alpineitw.corn: TPI: Apinst.org; SBCA: .sbcindustry com, ICC. Jccsafe.org Orlando FL, 32837 Job Iumber: N333519 Ply: 1 SEQN: 42717 / T16 / COMI Cust: RR8975 JRef lWa2l9710012 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RA01 Qty: 1 FROM:RDG DrwNo: 102.18.1215.09959 Truss Label: G2 KM / WHK 04/12/2018 Coul I -T3 Loading Criteria (psf) TCLL: 20.00 TCDL* 17 00 BCLL- 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 574 57'4 7'4"4 TWA Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft 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 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 Webs 2x4 SP #3 Lumber value set "ll 313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 10'8" i ""W 1 21'4" 5'0"12 5'012 574 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 4X8D 21-4" 67-8 131112 Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 MaxTCCSI: 0.370 Max BC CSI: 0.670 Max Web CSI: 0.205 VIEW Ver: 17.02.01A.1115.21 04/12/2018 7-4-4 21'4" A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W B 1123 /322 /774 /214 /8.0 F 1123 /322 /774 /- /8.0 Wind reactions based on MWFRS B Min Brg 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 1 - H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 217 -376 D - H 537 -207 1 - D 536 -207 H - E 217 -376 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, handli% shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forDermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910 as applicable. Apply Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSIrTPI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover AN MNCOMPANY listing this drawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The spiliVaebility 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the Ouilding Designer per ANSI/TPI 1 Sec.2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPL Apinst.org; SBCA: .sbcindustry.com; ICC. .iccsafe.org Orlando FL, 32837 Job humber: N333519 ply:: 1 SEQN: 42763 / T15 / HIPS Cust RR8975 JRef 1W@289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.10582 Truss Label: G3 KIA / WHK 04/12/2018 Z3 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0 00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1, 91 124" 9. 3'4" 9'1"12 9'1 "12 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft 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 SIP 2400f-2.OE :T2 2x4 SIP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 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. E56X8 5X5 C T2 D 214" 2'r4" 9. 2'1 T 9'4"4 11'11 '12 21-4" Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/clefl L/# Loc R / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.029 G 999 360 B 1123 /323 /773 /186 / 8 O Lu: NA Cs: NA VERT(TL): 0.110 G 999 240 E 1123 /323 /773 /- /8.0 Snow Duration: NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS HORZ(TL): 0.042 H B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.6 Bldg Code: FBC i3th.ed 201 Max TC CSI: 0.776 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.886 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0. 105 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. WAVE VIEW Ver: 17.02. 01 A. 1115.21 B - C 569 -1547 D - E 568 -1542 C - ID 603 -1263 04/12/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 -351 G - E 1253 -376 H-G 1261 -352 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (BuildingcComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing qr BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attache Trib id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910, as applica je . AppTy ,,Iates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A-Z for s anclard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverspa AN RW COMPANY listing this drawing, indicates acceptance 9f pro) essiona engineerina respo nsibility solely for the design shown. The ' VA i I ity 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE: .aipineitw.corn; TPI: Apinstorg; SBCA: .sbcindustryxom; ICC: .iccsafe,org Orlando FL, 32837 Job umber: N333519 ply:: 1 SEQN: 427119/ T28 / HIPS Cust: RR8975 JRef: lWa28975008 VARIOUS gA6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM PFH DrwNo* 102.18.1215.10363 Truss Label: G4G KM / WHK 04/12/2018 T SO0 V3 7' 14'4" 21'4" 7' 7-4" 7' 6X6 6X6 C T2 D 4X8(B3) 1114A4 --6X6 1114X4 —4X8(B3) 6'110"4 610 "4 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 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: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 21-4" 3'1'12 3'9" 12 14'5"l 2 6'10"4 2 14 " Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 B 2134 /617 0 Lu NA Cs: NA VERT(TL): 0.365 H 999 240 E 2134 / 617 8.0 Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ(TL): 0.101 G B Min Brg Width Req = 2.5 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2.5 Bldg Code: FBC 6th.ed 2017Max TC CSI 0.643 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.685 Bearings B & E require a seat plate. Rep Factors Used: No Max Web CSI: 0.265 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 VIEW Ver: 17.02.01A.1115.21 B-C 1127 -3930 D - E 1127 -3930 C - D 935 -3524 04/12/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 3427 -964 H-G 3398 -961 1 - H 3398 -961 G - E 3427 -964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 696 -74 D-G 696 -74 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attached riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCS1 sections B3 B7 or 910 as applicable. AppTy v,,Iates to each face of truss and position as shown above and on the Join, Details, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handlinj shippinV, installation and bracing of trussesA sea] on this drawing or coverspa 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engmeerm respo nsibility solely for the design shown. The , PaTbi I ityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSIrrPI1Sec.2. Suite 150 iFor more information see this job's general notes page and these web sites: ALPINE a pineitwxorn; TPI: -Apinstorg; SBCA: .sbcindustry.corn; ICC: .iccsafe.org Orlando FL, 32837 Job Number: N333519 VARIOUS 9A6/9A7,258SE/258lvA/258TA,O2A RAO 1 Truss Label: C1G 12 6 [7- E 6"6 1'10"8, 64" 1,10"8 4'5"8 e 8X12 C Ply: 1 Qty: 1 9'10"4 3'6"4 4X4 112X4 D T2 E SEQN: 42720 / T23 / HIPS Cust: RR8975 JRef: lWa289750082 FROM:PFH DrwNo 102.18.1215.12032 KID / WHK 04/12/2018 14'5"8 474 11ZA4 6A-lu --HIU14 1112Y4 2'0"4 4'3"12 2-0--4 64" 164" 3'8" 10, 4 3"12 14'3"12 164" 110"8 8X 12 F 3) T 20'114 ZT4 16'47- Loading Criteria (psf) Wind Criteria Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 /986 /4.0 BCLL: 0.00 Enclosure: Closed Lu, NA Cs: NA VERT(TL): 0.863 D 352 240 G 2106 / 862 /4.0 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL): 0.076 C B Min Brg Width Req = 2.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 20.91 ft Creep Factor: 2.0 G Min Brg Width Req = 2.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 7Max TC CSI: 0.797 Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI* 0.919 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: 0,365 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 144.00 FT/RT:20(0)/1 0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0. 18 Plate Type(s): VIEWVer 17.02.02A.1213.21 B - C 1506 -3622 E - F 3224 -7916WindDuration: 1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.OE Bot chord 2x6 SP SS Webs 2x4 SP #3:W2, W6 2x4 SP 2400f-2.OE- Lumber value set "13B" 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 -1.00to 78plfat 16.33 BC: From 20 plf at 0.00 to 20 plf at 16 33 TC: 66 lb Conc. Load at 1.91,14.44 TC: 47 lb Conic. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC: 51 lb Conc. Load at 1.09 BC: 37 lb Conc. Load at 1.91,14.44 BC: 148 lb Conic. Load at 3.09 BC: 33 lb Conic. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC: 246 lb Conc. Load at 5.09 BC: 347 lb Conic. Load at 7.06, 9.06,11.06,13.06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIEDI C 0 A MJ7,,9 W i V A 11- 04/12/2018 C-D 3135 -7698 F - G 1593 -3893 D-E 3135 -7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 3182 -1311 1 - H 3467 -1411 K - J 3213 -1302 H-G 3423 -1399 i - 1 8001 -3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 4616 -1895 1 - F 4588 -1870 D - J 349 -380 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing e.r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachey, d ce l n L ations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910n ' ' as app1j. Ae. A py ,Iaotes to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. kefer to' drawings 16OA-Z for s anclard plate positions. lComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY Alpine, a division of ITW Buildin ALPINE truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA sea[ on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance 9f pro) essiona engiyerinly respoinsibility solely for the design shown. The , lability and use of this rawing for any structure is fhe responsibiliq o the uilding Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: .alpineitw.corn; TPI: .tpinst.org; SBCA: .sbcindustry.com, ICC -.iccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN 42721 / T21 / HIPM Cust: RR8975 JRef: lWa289750082 VAR 10 US 9A6/9A7,258S E/2 58MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215.107838 18TrussLabel: H1 G KM / W'HK 04/12/2018 7' 10'107 7' 3107 4X6 112X4 C T2 D 12 6 B 2 A L F1'1 E Loading Criteria (psf) Wind Criteria TCLL 20.00 WindStd: ASCE7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0 00 Enclosure: Closed BCDL: 10 00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 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 Loc. from endwall: NA GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SID #1 T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 313" 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. TY1 1 T1"12 7'1"12 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'4"13 3'8"l 1 10'107 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W B 572 /198 /8.0VERT(LL): 0.020 F 999 360 VERT(TL): 0.076 F 999 240 F 995 /224 /11.3 HORZ(LL): 0.012 F E 611 /207 /5.7 HORZ(TL): 0.030 F Wind reactions based on MWFRS Creep Factor 2.0 B Min Brg Width Req = 1.5 Max TC CSI 0.805 F Min Big Width Req = 1.5 Max BC CSI: 0.681 E Min Brg Width Req = 1.5 Max Web CS 1: 0. 181 Bearings B, F, & E 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. VIEWVer: 17.02.01A.1115.21 B - C 179 -449 04/12/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme (.are in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinp. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910, as applicable. Apply ,.Iates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwis. Refer to drawings 16OA-Z for s andard plate positions. rhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN FPN COMPANY Alpine, a division of ITW Buildi ALPINE truss in conformance with ANSI PI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance qf pro) essiona engirf ennd respo nsibility solely for the de n.shown. The ' Pability and use of this rawing for any structure is t e responsi Sig c 2. bility o the uilding Designer per ANSIITPI 1 Se Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alipineitmcorn; TPI: www.tipinst org; SECA: wwv.sbcindustry.corn; IM www.icOsafe.crg Orlando FL, 32837 Job lklumber: N333519 ply:: 1 SEQN:42722/ T53 /VAL Cust: R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RAO 1 Qty 1 FROM PFH DrwNo: 102.18.1215.10988 Truss Label: V3 KM / WHK 04/12/2018 11 T8 6' 101 "8 12' I , i I - 11 T8 1 4-1 "8 41 "8 1110,18 12 6 [7' - 4X4 4X4 1112X4 --4X4(Dl) B C F) T 11"4 1 6' 6' Loading Criteria psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: N TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 1000 Risk Category: 11 Snow Duration: NA EXID C Des Ld: 47.00 Mean Height: 22.39 ft NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 C&C Dist ai 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft 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 #2 N Webs 2x4 SP #3 Lumber value set '1 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' Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh IRL /W VERT(LL): 0.001 H 999 360 1* 98 /31 /54 /- /2 /144 VERT(TL): 0.003 H 999 240 Wind reactions based on MWFRS HORZ(LL): -0.000 F - - I Min Brg Width Req = - HORZ(TL): 0.001 F Bearing A is a rigid surface. Creep Factor: 2.0 Max TC CSI: 0.337 Members not listed have forces less than 375# MaxBCCSI: 0.117 Maximum Web Forces Per Ply (Ibs) Max Web CSI: 0.074 Webs Tens.Comp. C-G 248 -400 VIEW Ver: 17.02.01A.1115 211 04/12/2018 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachTdcelLationsshownforRelpermanentlateralrestraintofwebsshallhavebracinqinslalledperBCSIsectionsB3B7or10 a pl, UK. A'IpY ,.laotces to each face of truss and position as shown above and on the Joint -Details, unless noted otherwis. kefer to' s ap b 'Ah., drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI PI 1, or for handlinj shippy installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. uuplistingthisdrawing, indicates acceptance 9f ) essiona engineerinq responsibility solely for the de n.shown. The abilityanduseofthisrawingforanystructureisAreoresponsibilitVoftheBuildingDesignerperANSI/TPI llgec 2. Suite 150 For mo re in form ati o n see th i s jo Us genera I n otes pa g e and th ese web si tes: A L P I N E: . a I p i n ei tw. c om, T P 1: , tpi nM. org; S BCA: . s bd n d ustry. co rn ; I C C i ccsafe . org Orlando FL, 32837 Job I\Iumber: N333519 ply:: 1 SEQN: 42723 1 T44 / VAL Cust R R8975 JRef: 1 Wa289750012 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 1 FROM*PFH DrwNo: 102.18.1215.10145 Truss Label: V2 KM / WHK 04/12/2018 11 T8 61 8' 11 T8 4'Y 110"8 12 7' — 4XIS 4XIS 4X4(Dl) B C --4X4(Di) A D L LUI L-1 G F E 1112X4 III 2X4 51 81 i 1 8' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in ESE) Defl/CSI Criteria TCLIL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl L/# TCDL: 17.00 Spee& 150 mph Pf NA Ce: NA VERT(LL): 0,001 F 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 F 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 E - - Des Ld: 47.00 EXP: C HORZ(TL): 0.001 E Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 23.39 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.463 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 MaxBCCSI: 0.117 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEWVer: 17.02.01A.1115.21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SID #3 Lumber value set '1 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 . 04/12/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W G* 97 /26 /53 /- /2 /96.0 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a rigid surface. 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 Trusses require extreme care in fabricating, handi% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing er BCSIL Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattach,eT d 1 n L ations shown for E10 pl ' in " I py 28 permanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3 B7 or as ap K. cA ,,Ia s to each face of truss and position as shown above and on the Joint"Details, unless noted otherwis6. Nefer to' drawings 160A-Z fbr s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,ary failure to build the AN MPANY truss in conformance with ANSI/`TPI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance qf ) essiona engineerinq responsibility solely for the de n.shown. The , Pability 2400 Lake Orange Dr. and use of this rawing for any structure is Areoresponsibiliq of the Building Designer per ANSI1TP1 110ec 2. 1 Suite 150 For more information see thisjob's general notes page and theseweb sites ALPINE: .alpineitwcom, TEL Apinst.org; SECA: .slocmdustry.com; ICC: Jccsafe.orq Orlando FL, 32837 Job Number: N333519 ply:: I SEQN* 42724 / T56 / VAL Cust R R8975 JRef: 1 VVa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 1 FROM:PFH DrwNo: 102.18.1215.10925 Truss Label: V1 KM / WHK 04/12/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 24.39 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 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 Valley truss connection to truss below shall be designed and furnished by others . 11 T8 4- 1'10"8 2'1 "8 12 12 6 [- 5.62 4X4 --4X4(Dl) 4X4(Dl) B A C D 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 4' 4- 4- Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 999 360 VERT(TL): 0.017 999 240 HORZ(LL): -0.002 - - HORZ(TL): 0.004 Creep Factor: 2.0 Max TC CSI: 0.097 MaxBCCSI: 0.141 Max Web CSI: 0.000 VIEW Ver: 1T02.01A.1115.21 4 4 COA 04/12/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W D* 97 / 11 /50 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A is a rigid surface. 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building0eComponentSafetyInformation, by TPI and SBCA) or sa ely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910, as applicable. Apply ,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Bujldin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the FrNCO.P NY truss in conformance with ANSI/TPI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cover pagelistingthisdrawing, indicates acceptance of essiona engineering responsibility solely for the des ign.shown. The suitability 2400 Lake Orange Dr. TPI 1 c 2. and use of this drawing for any structure is A. responsibility of the Building Designer per ANSI/ Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.alpineit-corn; TPli wwwApinst.org; SECA: www.sbondustry.corn; IM www.iccsafe.org Orlando FL, 32837 Job'Number: N333519 ply:: 1 SEQN 42725/ T12 /VAL Cust R R8975 JRef* 1 VVa289750082 VARIOUS 9A6/9A7 258SE/258MA/258TA 02A RAO 1 Qty 2 FROM:PFH DrwNo 102.18.1215.11299 Truss Label: MV2 KM / WHK 04/12/2018 Loading Criteria (pso Wind Criteria TCLL 20.00 Wind Std: ASCE7-10 TCDL* 17.00 Speed: 150 mph BCLL- 0.00 Enclosure: Closed BCDL 10.00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 22.56 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 Loc. from endwall: not in 9.00 ft GCpi: 0. 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bot chord 2x4 SP #2 IN Webs 2x4 SP #3 Lumber value set '1 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 . T13"l 2 4' 3'6"l 2 5-4 1112X4 C 19 Q i - 4' 3'6"12 T6"12 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 DF E 1113X6 4' Defl/CSI Criteria PIP Deflection in loc L/defl L/# VERT(LL): INA VERT(TL): NA HORZ(LL): 0.004 E HORZ(TL): 0.009 E Creep Factor: 2.0 MaxTCCSI: 0.198 MaxBCCSI: 0.164 Max Web CSI: 0.083 VIEWVer: 17.02.01A.1115.21 04/12/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W F* 97 /33 /67 /- /21 /48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS] (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly - ldgnh attached rijid ceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq insialled per BCSI sections B3 B7 or 910Referto' as applicab e. App y ,.Iates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSIrTP1 1, or for handlinT shippin?, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawin indicates acceptance of messiona engineerinq responsibility solely for the de nshown. The s uifbbility Suite 150anduseofthisgrawingforanystructureisPhreoresponsibilityoftheBuildingDesignerperANSI/TPI lsSigec . 2. IFor more information see this job's general notes page and these web sites: ALPINE: alpineitw.com; TR: Apinstorg; SBCA: .sbcindustry.corn; ICC. Jccsafe org Orlando FL, 32837 Job humber: N333519 ply:: 1 SEQN*42726/ T11 /VAL Cust R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A RAO 1 Qty 2 FROM:PFH DrwNo: 102.18.1215.10971 Truss Label: MV1 KM / WHK 04/12/2018 Loading Criteria (pso TCLL: 20.00 TCDL 17.00 BCLL 0.00 BCDL: 10.00 Des Ld. 47-00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP C Mean Height: 23.06 ft 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 ft 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 Lumber value set "11 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 6 i 21 21 21 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 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 B 999 360 VERT(TL): 0.027 B 999 240 HORZ(LL)i 0.003 B - - HORZ(TL): 0.007 B Creep Factor: 2.0 MaxTCCSI: 0.057 MaxBCCSI: 0.132 Max Web CSI: 0.000 VIEW Ver'17.02.01A.1115.21 ffH. 6 Cz7 COA At 04/12/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W D* 97 /16 /60 /- /12 /24.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. 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 Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Buildingc6ComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or 910, as applicable. AppTy Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise, Refer to drawings 160A-Z for s andand plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MN1 MNY truss in conformance with ANSIrTPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. - listing this drawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The , labilityanduseofthisrawingforanystructureistheresponsibiliWoftheguildingDesignerperANSI1TP1ISec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwwApinst.org; Sack www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job'Number: N333519 Ply: 1 SEQN 42727 / T24 / HIP Cust: RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 3 FROM-HMT DrwNo: 102.18.1215.10036 Truss Label: HJ7 KM / WHK 04/12/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10 00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4'3 1-5" Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 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: NA GCpi: 0. 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set 1 3B" 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. 5'2"5 9110,11 5'2"5 4711 9'5"7 9'57 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: INA 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 C 999 360 VERT(TL): 0.067 C 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0.014 F Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.623 Max Web CSI: 0.420 VIEWVer: 17.02.01A.1115.21 o.7,08 S 0 00 C0A';%,4MNA 04/12/2018 ED] ino 0 Yll A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 425 125 - / - /10.6 E 443 56 1 /0 /1.5 D 305 /156 /- /- /1.5 Wind reactions based on MWIFIRS B Min Brg Width Reg = 1,5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 -308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comr). C - F 333 -831 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracingTer PCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacherigidceiling. Locations shown for _permanent lateral restraint of webs shall have bracing inslalled per BCS1 sections B3 B7 or 910 as appirable. AppTy v,.Iates to each face oftruss and position as shown above and on the JoinrDetails, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildin;+Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the M CCMMNYtrussinconformancewithANSIPI1, or for handlia, shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro essiona engineerin responsibility solely for the design shown. The abilityanduseofthisrawingforanystructureistheresponsibilityoftheduildingDesignerperANSIITPI1Sec.2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com;TP[: .tpinst.org;SBCA: .sbcindustry.com;ICC Jccsafe.org Orlando FL, 32837 JoAumber: N333519 Ply: 1 SEQN: 42728/ T30 / HIP Cust: RR8975 JRef: iWa219150082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 4 FROM:HMT DrwNo: 102.18.1215.11052 Truss Label: HJ7A KM / WHK 04/12/2018 5'2"3 9,10111 5'2"3 4714 D 12 4.24 3X6 C B A P q F F 1'5'- Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL* 10.00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 22.18 It NCBCLL 0.00 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 Loc. from endwall: NA GCpi: 0. 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SID #1 Webs 2x4 SP #3 Lumber value set "l 313" 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 9'5" 10 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 C 999 360 VERT(TL): 0.061 C 999 240 HORZ(LL): -0.010 E - - HORZ(TL): 0.012 E Creep Factor: 2.0 Max TC CSI: 0.809 Max BC CSI: 0.621 Max Web CSI: 0,392 VIEW Ver: 17.02. 01 A. 1115.21 A4, COA 4 NA 04/12/2018 litim A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 423 181 / /4.9 E 439 101 / /1.5 D 312 209 / /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 441 -743 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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910 as applicable. AppTy ,lates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwisd. Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN truss in conformance with ANSI PI 1, or for handl% shippinp, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The , Pability, 2400 Lake Orange Dr. and use of this rawing for any structure is fhe responsibility of the duilding Designer per ANSIITPI I Sec.2. Suite 150 For more information see this job's general notes page and these eb sites ALPINE: .alpineitwxom; TPI: tpinst.org; SBCA: .sbcindustryxom; ICC: Jccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN: 42729/ T20 / HIP Cust: RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Q FROM:HvIT DrwNo: 102.18.1215.10051 Truss Label: HJ7S KIM / VVHK 04/12/2018 T 3X4(Bl) Loading Criteria (psf) Wind Criteria TCLL: 20.00 WindStd: ASCE7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 22.43 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWIFIRS Parallel Dist: 0 to h/2 Spacing: 24.0 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 #2 IN Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l 3B" 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 MWIFIRS. Additional Notes Provide (3) 0.1 31"x3.0", min toe -nails at top chord. Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. 5'2"3 i 9110,11 5'2"3 47'14 C 9'5" 10 4"6 9'5" 10 t Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W A 382 / 160 /4.9Pf* NA Ce: NA VERT(LL): -0.023 B 999 360 Lu: NA Cs: NA VERT(TL): 0.059 B 999 240 D 443 /105 /1.5 Snow Duration: NA HORZ(LL): -0.010 D - - C 311 /211 /1.5 HORZ(TL): 0,012 D Wind reactions based on MWIFIRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Reg = 1.5 Bldg Code: FBC 6th.ed 201- Max TC CSI: 0 . 803 D Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0.627 C Min Brg Width Reg = - Rep Factors Used: No Max Web CSI: 0.397 Bearing A is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEWVer 17.02.01A.1115.21 Chords Tens.Comp. A-B 449 -749 04/12/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A-E 696 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 -763 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly gd ceil,,n Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,. B7 or B1 0, Ppy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to q, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSI PI 1, or for handlinj shipping, instpllatiqn and bracing of trussesA sea[ on this drawing or cover papegthisdrawinqindicatesacceptanceofpro) essionar engineerm responsibility solely for the design shown. The sui abilityuseofthisdrawingforanystructureistheresponsibilityoftheguildingDesignerperANSIITPI1Sec.2. re information see this job's general notes page and these eb sites: ALPINE: .alpineitw.con, TPI. w.tpinst.org, SBCA: .slbcindustryxorn; ICC: .iccsafe. AA41 '. ALPINE 1 r" COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job'Number: N333519 ply:: 1 SEQN 42730/ T48 / HIP Cust: RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 City 2 FROM:RDG DrwNo: 102,18.1215.10191 Truss Label: HJ2 KM / WHK 04/12/2018 Loading Criteria (psf) TCLL* 20.00 TCDL: 17.00 BCLL- 0.00 BCDL: 10 00 Des Ld: 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"13 12 4.24 F_---- VY Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.90 ft TCDL: 4.2 psf BCDL: 5.0 psf MWIFIRS 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 6/11/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1130/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131 'x3.0", min. toe -nails at top chord. Provide (2) 0.1311"x3.0", min. toe -nails at bottom chord. 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 27111 27 " 1 1 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL): 0.001 D Creep Factor: 2.0 MaxTCCSI: 0.136 Max BC CSI: 0.031 Max Web CSI: 0.000 VIEWVer: 17.02.01A.1115.21 04/12/2018 T T Q0 00 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 102 51 / - / - / - /4.9 D 4 - /7 /1.5 C 18 /12 /- /1.5 Wind reactions based on MWIFIRS 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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andl SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracingyer OCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinci and bottom chord shall have a pro erly A&Iattacherigidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 9103Details, unless noted otherwis. Refer to' as applicab e. App y Oates to each face of truss and position as shown above and on the Jointdrawings160A-Z for s andard plate positions. Alpine, a division of ITW Buildin ALPINEComponentsGroupInc. shall not be responsible for any deviation from this drawing,apy failure to build the AN COMPANYtrussinconformancewithANSIPI1, or for handlinT shippy installation and bracing of trussesA seal on this drawing or cove e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the de n.shown. The rsTiVabilityanduseofthisrawingforanystructureistheresponsibilityoftheNuildingDesignerperANSI1TP11119. 2. Suite 150 IFor more information see this job's general notes page and these web sites ALPINE: .alpineitw.corn; TPI: Apinst.org; SBCA: —.sbandustry.corn; ICC: —.iccsafe.org Orlando FL, 32837 Job'Number: N333519 Ply: 1 SEQN: 42731 / T22 / EJAC Cust: R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 7 FROM:RDG DrwNo: 102.18.1215.11082 Truss Label: EJ7 KM / WHK 04/12/2018 12 6 LO 3 A, 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rh /RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Rw B 436 94 /349 /152 8.0 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 136 /13 /106 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 D C 237 /113 /153 1.5 Des Ld 47.00 EXP: C HORZ(TL): 0.040 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201- Max TC CSI 0.956 D Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI: 0.602 C Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft 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 VI EW Ver: 17.02. 01 A. 1115.21 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 (3) 0.131 'x3.0", min. toe -nails at top chord. Provide (2) 0.131 'x3.0", min. toe -nails at bottom chord. 04/12/2018 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedriiidceilin,?,. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910 AN as applicab e. App y Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Buildin)TComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlin)l shippin?, installation and bracing of trussesA seal on this drawing or coversp@i eplistingthisdrawing, indicates acceptance of 0 essiona engineerin_q responsibility solely for the cle n shown. The ability 2400 Lake Orange Dr. and use of this rawing for any structure is Are responsibility of the Building Designer per ANSI/TPI 11191c. 2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: .alpineitwxom; TPI: Apinstcrg, SBCA. .sbcindustryxoml ICC: Jccsafe.org Orlando FL, 32837 Job'Number: N333519 Ply: I SEQN: 42761 / T40 / EJAC Cust R R8975 JRef: 1 VVa28975008 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty: 11 FROM RDG DrwNo: 102.18.1215.10441 Truss Label: FzJ7A KM / VVHK 04/12/2018 o C) F 6"6 L 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA B 432 138 / 344 /200 /4.0 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 136 /14 /104 /1.5 BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 C C 250 /170 /150 /1.5 Des Ld: 47 00 EXP C HORZ(TL): 0.028 D Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL10.00 Mean Height: 22.19 ft TCDL: 4.2 psf Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.750 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.596 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall- not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): VI EW Ver: 17.02. 0 1 A. 1115.21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 IN Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWIFIRS 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. 04/12/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, lhandlin, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building c eComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attache.Triiid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to' drawings 160A-Z fbr s andand plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSIfTPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover 1p e AN FFWCOMPANY s.,p 2400 Lake Orange Dr. listing this drawing, indicates acceptance 9f pro) essiona engineerm respo,nsibility solely for the design shown. The bilityanduseofthisrawingforanystructureistheresponsibilityoftheguildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: .alpineitw.com; TPI: Apinst.org; SBCA: - sbcindustry.corm, ICC. -Jccsafe.org Orlando FL, 32837 Job'Number: N333519 ply:: 1 SEQN: 42733 / T68 / EJAC Cust: RR8975 JRef: lWa289751111 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 5 FROM:RDG DrwNo: 102.18.1215.10066 Truss Label: FzJ7S KM / WHK 04/1212018 Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0" 4X4(Bl) Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 22.44 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 #1 Bot chord 2x4 SP #2 N Lumber value set "11313" 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. 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 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 VIEWVer: 17.02.01A.1115.21 04/12/2018 A 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 /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = C Min Brg Width Reg = B Min Brg Width Reg = 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 Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracingyqr,BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacherigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 9 le. AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. kefe toasapplicab drawings 160A_Z fbr standard plate positions. r ALPINE Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSIPI1, or for handlinj shipping, installation and bracing of trussesA sea[ on this drawing or cover pap, tyElistingthisdrawing, indicates acceptance of pro) essionar engineerin responsibility solely for the design shown. The sui abil 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the Ouilding Designer per ANSIITPI 1 Sec.2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE: .alpineiwcom; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC -kcsafe.org Orlando FL, 32837 Job'Number: N333519 Ply: 1 SEQN: 42734/ T54 / EJAC Cust: RR8975 JRef lWa2l97501182] VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty: 5 FROM:RDG DrwNo: 102.18,1215.10739 Truss Label: EJ2 SN / DF 04/12/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL* 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 4— Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.91 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 6/11/2013) 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 C 4X4(Bl) 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 1'10"8 1'10"8 1 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL): 0.000 C Creep Factor: 2.0 MaxTCCSI- 0.183 Max BC CSI: 0.031 Max Web CSI: 0 000 VIEW Ver: 17.02.01A.1115.21 04/12/2018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 200 / 71 /178 /68 /4.0 D 33 /3 /27 1- /1.5 C 47 /36 /20 /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. 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 Truss,es require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCom I onent Safety Information, by TPI and SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary braci g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attac ie'd rigid ceiling. Locations shown forpermanent lateral restraint ofwebs shall have bracinp inslalled per BCSI sections B3, B7 of Ri 0, as al plicaffle. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Re er to draw ngs 160A-Z fbr s andand plate positions. Alpine, a division of ITW BuildirAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cover pa e M COWAW listing this drawing, indicates acceptance of pro) essiona engineerind responsibility solely for the design shown. The s ' Pability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 iFor more information see this job's general notes page and these web sites ALPINE: .alpineitw conn; TPI: Apinst.org; SBCA: .sbcindustry conn; ICC: Jccsafe.org Orlando FL, 32837 JoI3 Number: N333519 ply:: 1 SEON 42735 / T6 / JACK Cust: RR8975 JlRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MAJ258TA 02A,RAO 1 Qty 6 FROM*HMT DrwNo: 102.18.1215.10409 Truss Label: CJ15 KM / WHK 04/12/2018 3 2X4(Al) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL* 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL* 10.00 Risk Category: 11 EXP: C Des Lid: 47.00 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 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 MWIFIRS 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: 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 Ell X 9) 4'11 "4 4'11 "4 JDefl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0.013 D Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0.287 Max Web CSI: 0.000 04/12/2018 VI EW Ver: 17.02. 01 A. 1115.21 in B 338 / 76 /277 /- /112 /8.0 D 94 /8 /71 1- /1.5 C 163 / 78 /103 /- / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - 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 Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. I ristallers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83 B7 or 910 as applicable. AppTy Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI/TPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverpa AN listing this drawing, indicates acceptance of ) essiona engineerin-q responsibility solely for the de n shown. The ., PaTbility 2400 Lake Orange Dr. 0 Suite 150anduseofthisrawingforanystructureisAreresponsibilityoftheBuildingDesignerperANSIfTPI11"ec 2. IFor more information see this job's general notes page and these eb sites. ALPINE. .alpineitwxonn; TPIL Apinst.org; SBCA: - sbcindustry.corn; fCC: .iccsafeorg Orlando FL, 32837 Jot Number: N333519 ply:: 1 SEQN: 42736 / T31 / JACK Cust RR8975 JlRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 7 FROM:RDG DrwNo: 102,18.1215.12031 Truss Label: CJ15A KID / WHK 04/12/2018 Loading Criteria (psf) TCLL* 20.00 TCDL: 17.00 BCLL- 0.00 BCDL* 10 00 Des Ld: 47.00 NCBCLL* 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 L Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category 11 EXP: C Mean Height: 21.66 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: 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 SIP #2 N Lumber value set "l 313" 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. 4'10"8 4'10"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni 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 C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(L[_) NA VERT(TL): NA HORZ(LL): -0.006 C HORZ(TL): 0.010 D Creep Factor: 2.0 Max TC CSI: 0.461 Max BC CSI: 0.290 Max Web CSI: 0.000 VIEW Ver: 17.02.02A. 1213.21 S4 ol'- IN% P Cox"ZiONAL 22'10" 20'11 " 14 A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W B 331 /107 /270 /144 /3.3 D 95 /9 /72 /1.5 C 169 / 114 /100 /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# 04/12/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary. r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properl 5 ceiin Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B1 oye P py plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise efer to a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover.pa ethisdrawinindicatesacceptanceofpro) essiona engineerino respo,nsibility solely for the de n.shown. The , Ability5eofthisgrawingforanystructureistheresponsibilityoftheuildingDesignerperANSlfTPlllgec2. information see this job's general notes pag and these web sites: ALPINE: .alpineitwxonn; TPI: Apinst.org; SBCA: -sbondustry,com; ICC: Jccsaf 7 'p- 2400 Lake Orange Dr. co Suite 150 Orlando FL, 32837 JoeNumber: N333519 ply:: I SEQN: 42737/ T47 /JACK Cust: RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Oty 1 FROM:RDG DrwNo: 102.18.1215,11080 Truss Label: CJ5S KIM / WHK 04/12/2018 Loading Criteria (pso TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 L 4X4(Bl) Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 21.92 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: not in 4.50 ft GCpii 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/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 MWIFIRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.1131"x3.0", min. toe -nails at bottom chord. 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 4'11 "4 4'11 "4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.007 B HORZ(TL): 0.012 C Creep Factor: 2.0 MaxTCCSI* 0.509 Max BC CSI: O 308 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 04/12/2018 IQ C A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 246 62 /180 /121 /- C 97 11 /76 /1.5 B 177 120 /108 /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrem care in fabricatinc, hand i% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracin,gTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacharpidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y Oates to each face oftruss and position as shown above and on the Joint Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the M FFW WMPANY truss in conformance with ANSI/TPI 1, or for lhandl% shippy installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineerm responsibility solely for the design shown. The , PabilityanduseofthisrawingforanystructureisfheresponsibilityoftheguildingDesignerperANSIfTPI1Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: .alpineitw.com; TPI: tpinst.org; Sack .sbandustry.com; IM Jccsafe.org Orlando FL, 32837 Jo6 Number: N333519 Ply: 1 SEQN 42738 / T27 /JACK Cust: R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258IvAJ258TA,O2A RAO 1 City FROM:HMT DrwNo: 102.18,1215.10332 Truss Label: CJ3 KIM / WHK 04/12/2018 Loading Criteria psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T_ 4"3 V Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 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 IN Bot chord 2x4 SP #2 IN 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 Provide (2) 0.131"x1l)", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(Al) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: INA 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 i A - co 211 "4 211 'A Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 MaxTCCSI: 0.180 Max BC CSI: 0.091 Max Web CSI: 0.000 VIEW Ver: 17.02,01A. 1115.21 04/12/2018 T A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 248 /61 /212 /74 /8.0 D 52 /4 141 /1 5 C 87 /43 /52 /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - 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 I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910 as applicable. AppTy Oates to each face oftruss and position as shown above and on the Joinf"Details, unless noted otherwis6. Refer to' drawings 160A-Z for s andand plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSIrTPI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover p e . M COMMW sup 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proessiona engineerinc responsibility solely for the design shown. The ability and use of this rawing for any structure is fhe responsibility of the Eluilding Designer per ANSI1TPI I Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPI: .tpinst.org; SBCA: wvAv.slocindustry.com; ICC: Jccsafe.org Orlando FL, 32837 JoIG Number: N333519 Ply: 1 SEQN. 42739 / T33 / JACK Cust: RR8975 JRef: lWa289710012 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RA01 Qty: 1 FROM:RDG DrwNo: 102,18,1215.11049 Truss Label: CJ13S KIM / WHK 04/12/2018 Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 J_ Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 21.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWIFIRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpj: O 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/11/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l 313" 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) 0.11311"x3.0", min. toe -nails at top chord. Provide (2) 0.11311"x3.0", min. toe -nails at bottom chord. 4X4(Bl) 12 B 2'11 "4 2'11 "4 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 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.002 B HORZ(TL): 0.003 C Creep Factor 2.0 Max TC CSI: 0.283 MaxBCCSI: 0.111 Max Web CSI: 0.000 VIEWVer: 17.02.01A.1115.21 04/12/2018 H. 8 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 148 / 34 /108 /70 / - C 57 /6 /44 /1.5 B 106 / 72 /64 /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrAidceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq installed per BCSI sections B3 B7 or 910asapplicabe. App y v,,Iates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Buildin ALPINE Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the truss in conformance with ANSI PI 1, or for handlin% shippinp, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance 9f pro) essiona engineering responsibility solely for the desSign.shown. The u, Pability, 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the uilding Designer per ANSIfTPI 1 c 2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: .aipineitw.com; TPI: Apinst.org. SBCA .slbcindustry.com, [CC: Jccsafe.org Orlando FL, 32837 Jog Number: N333519 ply:: 1 SEQN: 42740/ T14 /JACK Cust RR8975 JRef: lWa289750082— VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 9 FROM:HMT DrwNo: 102.18.1215.10269 Truss Label: CJ3A KIM / WHK 04/12/2018 T 6"6 L 74X4(Bl) I 9) SO C\j I 2'11 "4 211 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA B 242 / 81 /207 /94 4.0 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 55 /3 /42 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 C C 94 /65 /52 11 5 Des Ld: 47.00 EXP: C HORZ(TL): 0.001 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 21.17 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.253 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.096 C Min Brg Width Req = - Bearing B is a rigid surface. 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) 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 #2 N Bot chord 2x4 SID #2 N 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 Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 04/12/2018 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, lhandli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural shpat1hinci and bottom chord shall have a pro erlyattache.yriqid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 910 as applicable. AppTy ,.Iates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwis6. Refer to' drawings 16OA-Z for s andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI1TPI 1, or for handli4 shippinV, installation and bracing of trussesA seal on this drawing or coverspa e COMPAW listing this drawing, indicates acceptance of pro) essiona engineerm respo nsibility solely for the cle n.shown. The , Ability 2400 Lake Orange Dr. and use of this rawing for any structure is fhe responsibilitq of the guilding Designer per ANSIrTPI llgec 2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www.alpineitw.com; TPI. www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Jo6 Number: N333519 ply:: 1 SEQN: 42741 / T4 / JACK Cruwst R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 6 FROM:RDG D No: 102,18,1215.10908 Truss Label: CJ1 KM / WHK 04/12/2018 12 6 C B F 4"3 A D Loading Criteria (pso TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 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 2x4 SP #2 N 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 Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 2X4(Al) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf NA Ce: NA Lu: INA 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 11"4 11 "4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 MaxTCCSI: 0.171 Max BC CSI: 0.022 Max Web CSI: 0.000 VIEWVer: 17.02.01A.1115.21 j 0 0 7108 1 W C0X.'ZP0**N*-A-L9** 04/12/2018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 196 66 /189 /36 /8.0 D 7 11 /14 /1.5 C -21 /35 /24 /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinc, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheyriiidceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq installed per BCS1 sections B3 B7 or 910asapplicabe. App y ,Iates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to' drawings 16OA-Z for s andard plate positions, Alpine, a division of ITW Buildin;+Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cove AN listing this drawing, indicates acceptance pf pro) essiona spa eengmeennresponsibilitysolelyforthedenshown. The , Pability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility ofthe duilding Designer per ANSI[TP1 110ec . 2. Suite 150 For MOFe information see this job's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: Apinstorg, SBCA: .sbcindustryxom; ICC Jccsafe.org Orlando FL, 32837 JA Number: N333519 ply 1 SEQN: 42742/ T19 /JACK Cust RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MAJ258TA,02A,RA01 Qty: 13 FROM:HMT DrwNo: 102,18.1215.10738 Truss Label: CAA KIM / WHK 04/12/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.67 ft TCDL: 4.2 psf BCDL: 5.0 psf MWIFIRS 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 IN Bot chord 2x4 SP #2 IN Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWIFIRS 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 D 4X4(Bl) 1 1 Snow Criteria (P9,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 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 11 "4 11"4 ' Defl/CSI Criteria PIP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL): 0.001 C Creep Factor: 2.0 MaxTCCSI: 0.183 Max BC CSI: 0.020 Max Web CSI- 0.000 VIEWVer: 17.02.01A.1115.21 04/12/2018 co A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 182 / 72 /173 /45 /4.0 D 12 /6 /13 /1.5 C -12 /27 /20 /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. 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 Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions, Installers shall provide temporary, bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTriqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicaffle. AppTy ,.Iates to each face oftruss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 16OA-Z for s andard plate positions. Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippinV, installation and bracing of trussesA seal on this drawing or coverspa e AN COMPANY listing this drawing, indicates acceptance of pro) essiona engmeenn responsibility solely for the de n.shown. The , Pability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the duilding Designer per ANSIrrPl 11'gec 2. Suite 150 lFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPI: Apinst.orq; SBCA: .s andustry.com; ]CC www.iccsafe.org Orlando FL, 32837 Jok;Number: N333519 Ply: 1 SEQN: 42743 / T41 / JACK Cust: R R8975 JRef: 1 WaI11750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RAO 1 Qty: 1 FROM: PFH DrwNo: 102.18.1215.11954 Truss Label: CAS KID / WHK 04/1212018 Loading Criteria (pso TCLL: 20.00 TCDL: IT00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.92 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 O 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 "ll 3B" 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 11 "4 11 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni 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 n. 20'10"6 20'1"14 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 B HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.027 Max BC CSI: 0.007 Max Web CSI: 0.000 VI EW Ver: 17.02.02A. 1213.21 e s Z; COA ON A VO Q%%; 04/12/2018 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 51 /6 /36 /21 / - C 17 /2 /13 /1.5 B 32 /24 /20 /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatino, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c eComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTrAidceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910, as applicab e. App y ,,lates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. kefer to drawings 16OA-Z for s andard plate positions. Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cove' e AN COMPANY listing this drawing, indicates acceptance of pro) essiona engmeerm responsibility solely for the de n.shown. The spMability 2400 Lake Orange Dr. and use of this rawing for any structure is fhe responsibility of the Nuilding Designer per ANSI/TPI 11'gec 2. Suite 150 IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: www.tpinst.org; SBCA: .sbcindustryxom; IC . Jccsafe.org Orlando FL, 32837 Jo6 Number: N333519 Ply:: 2 SEON: 42744/ T70 FLAT Cust RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.10239 Truss Label: FG1 KM / WHK 04/12/2018 2 Complete Trusses Required 2'3"l ' 5 0110,11 15 5' 5" 1 4'4"14 1 6'6"5 8'612 1R— 10'4"5 1 12'1'1 14'5"14, 166"l 1813111, 20'5"l iI 5' 2'0" 15 2'17 2'0"7 1,9"9 1,9"9 2'4"l 2'0"2 2' ill I T 4X10 5X10 --4X8 Tl -- 6Xl2 8X8 --4XlO =4X12 6X6 6X6 -- 5xlo A B C D E F G H I T3 j K W7 1-1 0 L--j I" B L 1 V U T S R M Q P B2 0 N M 114X6 --4X8 =-8X10 --8Xl4(--) 4X6 1112X4 =8X8 IAX6 11 — Tl 1 "9 12'6"9 VV20 2-0-7 1 2-0-7 1 1'11"151 1 - 11 " 151 2'3"9 1 2'2"9 1 1-11-1 , 2'0"2 2'0"8 1 2'3"8 2'0"7 1 4'014 60"13 1 8'0"12 ' 10'4"5 1 12'6"14 ' 14'5" 14' 16'61 18'6"9 2010"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,178 0 844 360 V 2251 /45 / /0 / /5.7 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.312 0 614 240 R 11451/- / 1 / /4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.013 G - - L 4469 /- /- /- /- /3.0 Des Ld: 55.00 EXP: NA HORZ(TL): 0.018 G V Min Brg Width Req 1.5 NCBCLL: 0.00 Mean Height: NAft Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req Soffit: 2.00 TCDL: NA psf Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.773 L Min Brg Width Req 1.9 BCDL: NA psf Bearings V, R, & L are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.904 Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) L NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEWVer: 17.02.01A.1115.21 Lumber Bearing Block(s) A-B 67 -542 G - H 0 -3335 C - D 1883 -92 H - 1 0 -4553 Value Set: 1 3B (Effective 6/1/2013) Brg blocks: 0. 1 28"x3" nails D-E 5495 0 1 - 1 0 -4542 Top chord 2x6 SP SS :Tl 2x6 SID 2400f-2.OE: brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SP 2400f-2.OE 2 8124' 1 14" 18 Rigid Surface F-G 520 -22 Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE: Brg block to be same size and species as chord. Webs 2x4 SP #3 :W6, WT W8, W1 2, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1 014 for more information. W9 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) W1 0, W1 9 2x4 SP 2400f-2.OE: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l 3B" uses design values Truss must be installed as shown with top chord up. U - T 760 -81 P-0 5186 0 approved 1/30/2013 by ALSC S - R 66 -2221 O-N 5186 0 R - Q 0 -8001 N-M 4542 0 Nailnote Q - P 3041 0 Nail Schedule:O. 1 28"x3" nails Top Chord: 1 Row @ 2.75" o.c. Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-V 20 -716 F - Q 0 -669 A - U 597 -74 Q-G 0 -3980 U - B 49 -748 G - P 1010 0PlatingNotes All plates are 4X4 except as noted. B-T 47 -621 P - H 0 -2069V1C-S 0 -2282 H - N 72 -714 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning o iin S - D 1161 0 1 - N 0 -545 requirements. D - R 0 -3780 J - M 0 -1163 R - E 0 -3463 M-K 4890 0 Loading E - Q 3925 0 K - L 0 -2346 T Girder supports: 30-0-0 span to TC one face and 4L 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, COA J&NAL 04/12/2018 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attached riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 910 as applicable. AppTy ,,lates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN PPN COMPANY truss in conformance with ANSIrTPI 1, or for handl% shippinp, installation and bracing of trussesA seal on this drawing or cove rlistingthisdrawinindicatesacceptanceofpro) essiona engineerm responsibility solely for the design shown. The 41,87bility 2400 Lake Orange Dr. and use of this grawing for any structure is fhe responsibilitV of the duilding Designer per ANSIITPI 1 Sec.2. Suite 150 iFor more information see this job's general notes page and these web sites: ALPINE: .aipineitw.com; TPI: Apinst.orq; SBCA: .sbcindustryxorn; ICC. —.iccsafe.org Orlando FL, 32837 JoI3 Number: N333519 Ply: 1 SEQN: 42745 / T26 / SY42 Cust R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 5 FROM:PFH DrwNo: 102,18.1215.11955 Truss Label: FT2 KM / DF 04/12/2018 2'4"8 610"8 8 21'10" 24'3" 29'10"8 610"8 1 13'1"8 2-5" 5-6" 1'4"B 2-6" 1'4"8 2'6"12 TYP) 2'6" 12 1'4"8 2'6" 12 --— 2'6" 12 2'6" 12 2'6"12 4X6 W=3X4 3X6 1.5X3 --3X3 —_3X4 1111.5X3 1111.5X3-3X6 —_4X6 _3X4 III 1.5X3 — 3X4 —_3X3 1.5X3 7 5-12 1 1 5T 12 1 Al AH AG AF AE AD AC AB AA z —1y x w V U T S R Q 111.5X3 3X31111.5X3-3X3 3X4 1113X4 Il2X4 --3X41II1.5X3—_3X3 1112X4 —_3X3 1.5X3 2X4 1111.5X3 1112X4 W=3X4 15'Y4 147A 29'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W At 799 /7.3 TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERTI 0.129 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.254 D 974 240 y 1811 /8.0 BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 B - - Q 735 /7.3 Des Ld: 55.00 EXP- NA HORZ(TL): 0.041 B Al Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 Y Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 6th.ed 201- MaxTCCSI: 0.735 Q Min Brg Width Reg = 1.5 Load Duration: 1.00 MWIFIRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.863 Bearings At, Y, & Q are a rigid surface. Bearings Al, Y, & Q require a seat plate. Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0 470 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver: 17.02.02A. 1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 0 -538 H - 1 574 0 Value Set: 13B (Effective 6/1/2013) B - C 0 -1353 1 - 1 21 -885 Top chord 4x2 SP #2 IN C-D 0 -1719 J - K 21 -885 Bot chord 4x2 SP #1 :B2 42 SP #2 N D-E 0 -1724 K - L 0 -1430 Webs 4x2 SP #3 E - F 0 -1716 L - M 0 -1439 Lumber value set '1313" uses design values F-G 113 -1143 M - N 0 -1201 approved 1/30/2013 by ALSC G - H 497 -188 N-0 0 -485 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 4X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Additional Notes AH-AG 1064 0 Z_Y 0 -1122 2x6 #3 HEM -FIR or better continuous strongback. AG-AF 1639 0 Y_X 0 -1122 Attach to each truss where shown with 3-1 Od Box or AF-AE 1639 0 X_W 525 -164 Gun nails (0.128"x3",min.). Strongback material to AE-AD 1724 0 W-V 1233 0 be supplied by erection contractor. ol AD -AC 1496 0 V_U 1233 0 Truss must be installed as shown with top chord up. AC -AB 1496 0 U-T 1439 0 AB -AA 776 -275 T-S 1438 0 AA- Z 776 -275 S - R 957 0 4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -Al 0 -780 H - Y 0 -1693 A -AH 857 0 H - X 929 0 T 0 t AH- B 0 -835 X - 1 0 -960 B -AG 460 0 I-W 624 0 A- AG- C 0 -441 W-K 0 -582 ok, ilo AD- F 683 0 K-U 543 0 r ss-,/ FjONAIL F -AB 0 -635 S - N 388 0 AB- G 686 0 N - R 0 -750COA PulwMwool G-Z 0 -1022 R-0 773 0 G 1/12/2018 Z-H 987 0 O_Q 0 -717 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinc, handlingComponentSafetyInformation, TPI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building by and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or B1 0asapplicabe. App y to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwis6. Refer to' v,,Iates drawings 160A-Z fbr s andard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Groupin Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN PV COMPANYtrussconformancewithANSI/TPI 1, or for handlinT shippinV, installation and bracing of trussesA seal on this drawing orlistingthisdrawing, indicates acceptance of ) essiona engineering responsibility solely for the design shown. Phr.oresponsibility cover 2400 Lake Orange Dr. The sp.181bility Suite 150anduseofthisdrawingforanystructureisoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.conn; TPI: Jpinst.org;SBCA: .sbcindustry.conr;ICC: Jccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN 42746 T25 SY42 Cust: R R8975 JRef- lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty: 1 FROM:PFH DrwNo: 102.18.1215.11953 Truss Label: FTGE2 KIM / DF 04/12/2018 2'11 "8 281 "8 9- 0 252" 26'6" 1'3"12 1'4" 2'10"12 -+ i iTYP) 3X4 3X4 1.5X3 -W=3X4 1111,5X3 1.5x3XABCDEFGHIiKLMN0PQRSTUVW 5 1 2 5 12 9'4" 7 z AW AV AT AS AR AQ AIIAO All AM I L AH AG AF AE AD AC AB AA BAAjAEADACA' AA BA 1.5X3 3X3 \11115U3 1111 .5X3 1111.5X3 'X3 11 AX3 1 5X '11 1.5X3 1111.5X3 ))I t5X3 X_ 3X3 --1,5X3X31'I -3 = 1 5) 1IM5X3III1111.5X3 1111 5X3 1111.5X .311" 1111 .5X '1, 1 5X 1111.5X3 III 1.5X3 11111.5 W=3X4 1111, 5X 3 29'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 40.00 Wind Sid: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.003 B 999 360 AW448 / 32 /32 /187 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 BA 442 / 31 /31 /171 BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 Z - - Wind reactions based on MWFRS EXP: C Des Ld: 55.00 Mean Height: 15.00 ft HORZ(TL): 0.001 Z AW Min Brg Width Req = NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 BA Min Brg Width Req = Soffit: 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.570 Bearings AW & AK are a rigid surface. BCDL: 3.0 psf Bearings AW & AK require a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.149 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:20(0)/10(0) Maximum Web Forces Per Ply (Ibs) GCpi: 0. 18 Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. Wind Duration: 1.00 WAVE VIEW Ver: 17.02.02A. 1213.21 Lumber - AV- B 67 -638 W -AA 63 -596 Value Set: 13B (Effective 6/1/2013) Maximum Gable Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Gables Tens.Comp. Gables Tens. Comp. Bot chord 42 SP #2 N Webs 4x2 SP #3 C -AU 62 -584 M -AJ 62 -585 Lumber value set '1 3B" uses design values ID -AT 62 -583 N -Al 62 -585 approved 1/30/2013 by ALSC E -AS 62 -586 0 -AH 62 -585 F -AIR 62 -585 Q -AG 62 -585 Special Loads G -AQ 62 -585 R -AF 62 -585 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) H -AP 62 -585 S -AE 62 -586 TC: From 439 plf at 0.00 to 439 plf at 29.63 1 -AN 62 -585 T -AD 62 -584 BC: From 10 pIf at 0. 00 to 10 pIf at 29.63 J -AM 62 -585 U -AC 63 -592 K -AL 62 -585 V -AB 57 -540 Plating Notes L -AK 62 -585 All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. k Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by 2 708 1 erection contractor. Truss must be installed as shown with top chord up. T 0ot co A af"niollill' 0 04/12/2018 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, handling shipping, installing and bracing, Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedriiidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or 910. as applicab e. App y ,,Iates to each face or truss and position as shown above and on the Joint"Details, unless noted otherwise, Refer to drawings 16OA-Z for s andard plate positions. ALPINE Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANYtrussinconformancewithANSI/TPI 1, or for handlia shippy installation and bracing of trussesA seal on this drawing or cover e listing this drawin , indicates acceptance of ) essiona engineerin_q responsibility solely for the de In shown. The sp.Mability 2400 Lake Orange Dr. and use of this grawing for any structure is Phreoresponsibility of the Building Designer per ANSI/TPI 11194c . 2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: .alpineit..corn; TPI: .tpinst.orq; SBCA: .sbcindustryxorn; IM Jccsafe.org Orlando FL, 32837 Joll Number: N333519 Ply: 1 SEQN: 42747 / T17 / SY42 Cust: RR8975 JRef: 1VVa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty FROM: PFH DrwNo: 102,18,1215.11487 Truss Label: FT1 I / BAF 04/12/2018 1 8'1 "8 1 10'6" 10 18'8" 10 8'1 "8 1 2'5"2 8'2" T- I T 00 2'6" 2'612 2'13 " 12 —1, TYP) 4X6 1 .5 X3 --4y4 X V u T S R Q P 0 IN M L 2'6" 12 2'6" 12 --- 5" d 3X3 4X4 1114XI3 F G H I J K 3" T 4Ab --4X4 0.5X3 iii 1.5X3 III 1.5xj IIII.bAJ --4X4 --4X6 1111.5X3 III 2X4 --W=3X6 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 EXP: NA Des Ld: 55.00 Mean Height: NA ft 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 It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N :T2 42 SP #1: Bot chord 4x2 SP #1 :132 4x2 SP #2 N: Webs 42 SP #3 Lumber value set "l 3B" 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 3-1 Od Box or Gun nails (0. 1 28"x3", min.). Strongback material to be supplied by erection contractor 18'8"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W Pf NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 1 1013 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5 HORZ(TL): 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer: 17.02 02A1213.211 A - B 0 -723 F - G 0 -2720 0 -1916 G-H 0 -2037 C - D 0 -2669 H - 1 0 -786 D - E 0 -2669 1 - 1 0 -850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W-V 1435 0 R-Q 2927 0 V-U 2398 0 Q - P 2474 0 U - T 2398 0 P-0 2474 0 T-S 2925 0 O-N 2474 0 S - R 2927 0 N-M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. A-X 0 -1008 F-Q 11 -564 A-W 1151 0 Q-G 447 0 W-B 0 -1131 G - N 0 -675 B-V 763 0 N - H 694 0 V-C 0 -744 H-M 0 -1190 C-T 471 0 M - 1 1270 0 o. 708 1 T - E 0 -618 0* co 04/12/2018 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingceComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTridceilinq. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 910, as applicage. APPTY Oates to each face of truss and position as shown above and on the Joni Details, unless noted otherwis6. Refer to drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Building ALPINE Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the COMPAW truss in conformance with ANSI/TPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coversp, elistingthisdrawing, indicates acceptance of ) , ,p 2400 Lake Orange Dr. essiona engineering responsibility solely for the design shown. The abilityanduseofthisdrawingforanystructureisPhr.oresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: .alpineitwcorn; TPI: Apinst.org; sack .sbcindustry.corn; I CC: Jccsafe.org Orlando FL, 32837 JoI5 Number: N333519 ply:: 1 SEQN 42748 / T9 / SY42 Cust: R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAO I Qty 1 FROM:HMT DrwNo 102.18.1215.09989 Truss Label: FT1A KM / WHK 04/12/2018 4" 2'6" 2'6" 12 2'6" 12 1'4"8 2'6"12 2'6"12 TYP) 4X6 1.5X3 --4X4 iII1.5X3 —3X6 5X8 1112X4 A B C D E F G H I i T T2 112 B2 I Ix W V U T S R Q PO N M Lr K 1'5X3 --4X6 4X4 1111.5X3 1111.5X3 III 1.5X3 --4X6 1114X6 1112X4 W=3X6 1111.5X3 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 EXP: NA Des Ld: 55.00 Mean Height: NA ft 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 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 42 SP #1 :132 42 SID #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 plf at 18.34 TC: 1550 lb Conc. Load at 16.15 TC: 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18.34 17'2" 15 18'5"9 LZ'j Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 / 7.3 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 Reg = 1.5 HORZ(TL): 0.045 L L Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.963 Rep Factors Used: Yes Max Web CSI 0.627 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer' 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 Q - P 2502 0 V-U 2225 0 P-0 2502 0 U-T 2225 0 0 - N 1894 0 T-S 2633 0 N-M 751 0 S - R 2633 0 M - L 751 0 R-Q 2502 0 Maximum Web Forces Per Ply (Ibs) 11101trI Webs Tens.Comp. Webs Tens. Comp. Plating Notes All plates are 3X4 except as noted. U A-X A-W 0 -955 1082 0 F - 0 O-G 0 494 477 0 F r I W-B 0 -1061 G-N 0 857 Additional Notes S4E B-V 697 0 N - H 946 0 2x6 #3 HEM better V-C 0 H L 0FIRorcontinuousstrongback. Attach to each truss where shown with 3 -1 Od Box or 7,08 1 C-T 676 398 0 L - 1 0 2428 781 Gun nails (0.128"x3",min.). Strong back material to o T - D 54 -486 1 - K 396 0 be supplied by erection contractor. R - F 539 -156 Truss must be installed as shown with top chord up. 0 04/12/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of IBCSI (Building c CComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachTdceihnLationsshownfor9e, permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, a p " N. A' P py ,,Iates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. kefer tosapIj. b drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M COMPAW truss in conformance with ANSI PI 1, or for handli4 shippinp, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona, engineering responsibility solely for the design shown. The ' Pability and use of this rawing for any structure is the responsibility of the uilding Designer per ANSIrrPI 1 Sec.2. Suite 150 lFor more information see this job's general notes page and these web sites: ALPINE: -.alpineitw.conn; TPI: Apinstorg; SBCA: -.sbandustry.corn; ICC: Jccsafe.org Orlando FL, 32837 Job Number: N333519 ply:: 1 SEQN. 42749 / T71 / SY42 Cust R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.101 1, Truss Label: FTI G KM / WHK 04/12/2018 T T 90 j 12 8'1 "8 8-1 "8 2'6" 2'6"12 —+— 2'6"12 TYP) 107'8 1 14'9" 18,81,10 2'6" 1 4'1 "8 311 " 10 V3"12 1 V2 2'6" 12 1 `-d 6XIS 4X(3 — 6X61.5X3 —5X5 5X5 1113X8 1113X4 —W=3X4 --W=3X4ABCDEFGH I i Im Y 6X6 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 EXP NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWIFIRS Parallel Dist- NA Spacing: 24.0 C&C Dist a: INA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 42 S P #2 N : B2, B3 42 SP #1: Webs 42 SP #3:W21 42 SP #2 N: Lumber value set "l 3B" uses design values approved 1/3012013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 pf at 0.00 to 100 plf at 18.61 BC: From 10 plf at 0.00 to 10 plf at 18.30 TC 695 lb 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 3-1 Od 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. X W V 5X5 VV=3X4 U 1114X6 18,81,10 S R Q W= 3X6 1113X4 0 N 6X8 8X8 F 5" d 1116X8 K L M go 18'8"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U 1Rw /Rh /RL W Pf NA Ce: NA VERT(LL): 0.267 E 818 360 Z 1176 7.3 Lu NA Cs: NA VERT(TL): 0.512 E 578 240 K 1563 13.0 Snow Duration: NA HORZ(LL): 0,028 N - - Z Min Brg Width Reg = 1.5 HORZ(TL): 0.039 N K Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings Z & K are a rigid surface, Bldg Code: FBC 6th.ed 201 - MaxTCCSI: 0.885 Bearing Z requires a seat plate. TPI Std: 2014 Max BO CSI: 0.973 Rep Factors Used: Yes Max Web CSI: 0.687 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT: 12(0)/10 (0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A-B 0 -915 F-G 0 -4138 B-C 0 -2464 G - H 0 -3575 C-D 0 -3571 H - 1 0 -3575 D-E 0 -4107 1 - 1 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-Q 4115 0 W-V 3116 0 Q - P 4022 0 V_U 3116 0 P-0 4022 0 U - T 4097 0 O-N 2849 0 T-S 4107 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Z 0 -1132 E -,Q 387 -486 FE A-Y 1352 0 Q-G Y-B 0 -1361 G-0 413 -38 0 -628 B-X 980 0 1-0 26 -527 V8 1 li X-C 0 -959 O-J 1217 0 C - U 728 0 J - N 0 -2066 U - D 0 1015 N - K 2163 0 D-T 403 -107 04/12/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachefriqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910 as applicable. AppTy Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the COWANY truss in conformance with ANSI/TP1 1, or for handli4 shippiy installation and bracing of trussesA sea[ on this drawing or coverspalistingthisdrawing, indicates acceptance pro) essiona engineerm responsibility solely for the delgen.shown. The ability 2400 Lake Or2nge Dr. 9f uilding Designer per ANSIITPI 1 c 2. Suite 150anduseofthisrawingforanystructureisferesponsia For more information see this job's general notes page and these web sites ALPINE. www.alpineitw.com; TPI: wwwApinstorg; SBCA: www.slocindustry.com; [CC: www.iccsafe.org Orlando FL, 32837 Jolb Number: N333519 Ply: I SEQN: 42750 / T8 / SY42 Cust R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 1 FROM:PFH DrwNo: 102.18.1215.10003 Truss Label: FT1GE KM WHK 04112/2018 11 2 18'5"2 8j8"10 1.911 10'4"8 3'8 65"14 2'6" 2'6"12 1 27"4 ZY8 TYP) 211 1'4" - TYP) W=3X4 3X4 --3X4 3X6 4X6 6X6X4X6AaCDEGIKLIM 1:12 F 2 S R Q P 0 N Z y x w V T -- 4X6 --4X6 3X4 13X(5 1112X4 3M I'V6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W Z 62 / /7.3TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.048 P 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.191 P 920 240 Z' 510 / /108 BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 0 - - L 1335 /- /3.0 Des Ld: 55.00 EXP: INA HORZ(TL): 0.017 0 Z Min Brg Width Req = 1.5 Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Z Min Brg Width Req = - Soffit: 2.00 BCDL NA psf Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.836 L Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 10.724 Bearings Z, Z, & L are a rigid surface. Bearing Z requires a seat plate. Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: No Max Web CSI: 0.779 Loc. from endwall NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEWVer:17.0201A111521 Chords Tens.Comp. Chords Tens. Comp. Lumber G - H 745 0 J - K 0 -1997 Value Set: 13B (Effective 6/1/2013) 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 IN Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set '1 3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S - R 570 0 Q - P 1937 0 Special Loads R - Q 1937 0 P-0 2034 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 300 plf at 0.00 to 300 plf at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 16.15 to 100 pIf at 18.59 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 plf at 0.00 to 10 plf at 18.30 TC: 125 lb Conc. Load at 0.04 A-Y 0 -412 1 - R 1064 0 TC 574 lb Conc. Load at 16.15 Y-B 0 -434 R-J 0 -1074 Plating Notes G-S 0 _-763 K-0 163 0 -1521 S-1 0 2089 0 - L 6 0 All plates are 1.5X3 except as noted. Additional Notes Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. See ANSIITPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by 0. 7,o8 C-X 0 -409 E-V 0 -428 erection contractor. W 0 -390 Truss must be installed as shown with top chord up. N A ILLCOA 0*0, 04/12/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of Component Safety Information, TPI BCSI (Building c ebyanSBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracingyer BCSI, Unless noted have bottom haveotherwise,top chord shall properly attached structural sheathinq and chord shall attache riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections a pro erlyB3B7or910 as applicable. AppTy Oates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis. Refer to' drawings 160A-Z for s andard plate positions. ALPINEAlpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failuretrussinANSIPIfor to build the AN M COMPANYconformancewith1, or handlj4 shippinp, installation and bracing of trussesA seal on this drawing orlistingthisdrawing, indicates acceptance of ) essiona engineerin-q responsibility solely for the design shown. and of this for is Phreoresponsibilitg the Building Designer ANSIITPI 1 Sec.2. coverspa eup 2400 Lake Orange Dr. The ability Suite 150userawinganystructureofper IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837 Joo Number: N333519 ply:: 1 SEQN. 42751 / T1 0 / SY42 Cust R R8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA .02A RAO 1 Qty 4 FROM:RDG DrwNo: 102.18.1215.10628 Truss Label: FT3 KM / WHK 04/1212018 610"8 11 8'5"12 15'2"12 61 T8 174 69" 4"8 2'6" 2'6"12 --+ 1'4"8 1'4"8 -— 2'6"12 TYP) 4X6 1.5X3 III 1.5X3 III 1.5X3 4XIS A B C D E F G H T V SO E R Q 0 IN M L K 1.5X3 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 EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWIFIRS Parallel Dist: NA Spacing: 24.0 C&C Dist a NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #2 IN Webs 42 SP #3 Lumber value set "I 3B" 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 3-1 Od Box or Gun nails (0. 1 28"xT',min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1 — IIIZA4 152"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W R 831 /7.2Pf: NA Ce: NA VERT(LL): 0.115 E 999 360 Lu: NA Cs: NA VERT(TL): 0.221 E 999 240 1 831 /3.5 Snow Duration: NA HORZ(LL): 0.023 J - - R Min Brg Width Req = 1.5 HORZ(TL): 0.033 B I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & I are a rigid surface. Bldg Code: FBC 6th.ed 2017Max TC CSI O 512 Bearing R requires a seat plate. TPI Std: 2014 Max BC CSI: 0.769 Rep Factors Used: Yes Max Web CSI: 0.428 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. Comp. Plate Type(s): VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -564 E - F 0 -1875 B-C 0 _ 1430 F - G 0 -1430 WAVE C - D 0 -1875 G - H 0 -562 D - E 0 -1880 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q_P 1116 0 M - L 173: 0 P-0 1738 0 L - K 173 0 O-N 1738 0 K - J 1115 0 N-M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp A-R 0 -812 M-F 425 59 A-Q 899 0 F - K 0 475 Q-B 0 -876 K-G 500 0 B - P 499 0 G-J 0 878 P-C 0 -476 J - H 896 0 C - IN 425 -59 H - 1 0 807 04/12/2018 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c 6ComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functio'ns. Installers shall provide temporary. bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattache.yriqid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinp ins , lalled per BCSI sections B3,. B7 or 910. as applicable. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise kefer to drawings 160A-Z for s anclard plate positions. ALPINEAlpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thein M COMMW truss conformance with ANSAPI 1, or for handlin)j, shippin?, installation and bracing of trussesA sea] on this drawing or coverspa elistingthisdrawing, indicates acceptance of pro essiona p.rigineerin respons.ibility solely for the design shown. The , Ability and use of this rawing for any is fhe the duilding Designer ANSI/TPI I Sec.2. 2400 Lake Orange Dr. Suite 150structureresponsibilityofper iFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn: TIPI: —Apinst.org; SBCA: .sbcindustry.com; [CC: Jccsafe.org Orlando FL, 32837 Job Number: N333519 ply:: 1 SEQN. 42752/ T5 SY42 Cust RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty I FROM:RDG DrwNo: 102.18.1215.10207 Truss Label: FT3G KM / WHK 04/12/2018 6'10"8 8'5"l 2 111 'A 152"l 2 61 T8 11-74 ZT8 4'1 "8 2'6" 2'6"12 --+ 1'4"8 124 TYP) 1.5X3 4X4 4XIS III 1.5X3 1111.5X3 —3X4 112X4 4XIS A B C D E IF G H T SO 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 " 7'1 NR 7/' FR Q P 0 IN M L K i7 1.5X3 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 ft Loc. from endwall: NA 1: NA GCpj: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Lumber value set '1 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0.00 to 180 plf at 8.48 TC: From 100 plf at 8.48 to 100 plf at 15.10 BC: From 10 plf at 0. 00 to 10 plf at 15.10 TC: 465 lb Conc. Load at 11.13 Plating Notes All plates are 6X6 except as noted, Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0+1 28"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: INA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT: 12(0)/10(0) Plate Type(s): WAVE 16212 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.242 E 723 360 VERT(TL): 0.368 E 574 240 HORZ(LL): 0.030 B - - HORZ(TL): 0.038 B Creep Factor: 2.0 MaxTCCSI: 0.897 Max BC CSI: 0.693 Max Web CSI: 0.869 VIEWVer: 17.02.01A.1115.21 0 00 COA WNONAL 04/12/2018 111 2X4 A A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W R 1442 /7.2 J 1670 /3.5 R Min Brg Width Req = 1 5 J Min Brg Width Req = 1.5 Bearings R & J are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 0 -973 E - F 0 -3286 B - C 0 -2484 F-G 0 -3123 C - D 0 -3272 G - H 0 -3123 D - E 0 -3287 H - 1 0 -1 1 46 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q_P 1942 0 N-M 3287 0 P-0 3027 0 M - L 33 O-N 3027 0 L - K 23 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -1411 F - L 0 -478 A-0 1552 0 G - L 0 -578 Q-B 0 _ 1538 L - H 1233 0 B - P 883 0 H - K 0 -1836 P - C 0 -846 K - 1 1826 0 C - N 859 0 1 - 1 0 _ 1624 N - D 0 -427 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTdceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3B7or910 a p ' n c ' py -Details, unless noted otherwis6. Refer to' s a plicab5e. A plates to each face oftruss and position as shown above and on the Joinf drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . MN' PAW truss in conformance with ANSIFrPI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or cover e 2400 Lake Orange Dr. - listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the cle n.shown. The spilillbilityanduseofthisrawingforanystructureisfheresponsibilityoftheguildingDesignerperANSIITPIllgec2. Suite 150 For more information see thisjob's general notes page and theseweb sites: ALPINE: .alpineitwxom; TPL Ipinstorg; SBCA: .slbcindustry.com; IM Jccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN: 42753 T57 / SY42 Cust: R R8975 JRef: 1 Wa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA,O2A RAO 1 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10659 Truss Label: FT4 KIA WHK 04/12/2018 6'10"8 1 9'312 14'10"12 6'10"8 1 2'5"4 57' 2'6" 2'6"12 ------ — 1'4"8 5"8 TYP) 4X6 1.5X3 3X4 III 1.5X3 ill4X6 A B C D E F G H I T 3 1,2 SO K_ R Q P 0 IN IM L K i 1.5X3 4X4 III 1.5X3 III 1.5X3 4X4 III 1.5X3 1112X4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLIL: 0.00 BCDL 5.00 Des Ld 55.00 NCBCLL 10.00 Soffit: 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 MWIFIRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: INA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 IN Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l 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 3-1 Od Box or Gun nails (0. 1 28"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 14'10"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PIP Deflection in loc L/ciefl L/# Loc R U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.159 D 999 360 R 817 /7.3 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 HORZJL) 0.055 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & H are a rigid surface. Bldg Code: FBC 6th.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# Maximum Top Chord Forces Per Ply (Ibs) FT/RT: 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 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 - 1 789 o.708 0 10 aCON4510NAL 04/12/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q-P 1093 0 N-M 1789 0 O-N 1700 0 L - K 1198 00P-0 1700 0 M - L 1785 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-R 0 -798 C - IN 410 110 A-Q 881 0 E - L 0 575 Q - B 0 -858 L - F 461 0 B - P 482 0 F - K 0 884 P-C 0 -468 K-H 958 0 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing e.r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachTidILationsshownfor9eca _permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 orasappli '151'e. c7k'IpY V,,Ia'tes to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefe to0' drawings 160A-Z fbr s andard plate positions. A Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to bui d t LPINE I he FrW COMPANY truss in conformance with ANSIrTPl 1, or for handlinj shippinp, installation and bracing of trussesA sea] on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineenn respons,ibility solely for the design shown. The ' labilityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSIITPI1Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry,com;ICC: www.iccsafe.org Orlando FL, 32837 Jdb Number: N333519 ply:: 1 SEQN: 42754/ T7 / SY42 Cust RR8975 JRef: 1VVa289750082 VARIOUS 9A6/9A7,258SE/258IvA/258TA,O2A RAO 1 Qty 5 FROM:RDG DrwNo: 102,18.1215.10909 Truss Label: FT5 KM / WHK 04/12/2018 Loading Criteria (pso 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 " T5" 12 00 F5"l 2L 5-6" 7'3"4 1 1'4"l 2 66" 1'9"4 41 " 8 V312 2'6 -- ----------- TYP) 3X6 3X4 1.5X3 3X4 3X4 III 1.5X3 -- 3X4 1. 5X3 A B C D E F 1.5X3 1112X4 1112X4 Wind Criteria Wind Std, NA Speed: NA mph Enclosure: NA Category: NA EXP- NA Mean Height: NAft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 IN Bot chord 42 SP #2 IN Webs 4x2 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIITPI 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. 11'4" 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A, Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W Pf* NA Ce: NA VERT(LL): 0.079 C 999 360 N 620 Lu: NA Cs: NA VERT(TL): 0.173 C 999 240 H 607 Snow Duration NA HORZ(LL): 0.021 B - - N Min Brg Width Req = 1.5 HORZ(TL): 0.033 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings N & H are a rigid surface. Bldg Code: FBC 6th.ed 2017Max TC CSI: O 612 Bearing N requires a seat plate. TPI Std: 2014 Max BC CSI: 0 758 7 3 3.5 Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375# FT/RTA 2(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -394 D - E 0 -994 B-C 0 -917 E - F 0 -381 C - D 0 -1001 04/12/2018 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 1 - 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 1 - F 606 0 M-B 0 -612 F - H 0 -557 J - E 445 0 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c t Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattache.TriV ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Buildin)lComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or coverspa e A COMPANY plistingthisdrawing, indicates acceptance of pro) essiona engineerin respo nsibility solely for the design shown. The ability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibilit of the duilding Designer per ANSIITPI 1 Sec.2. Suite 150 For more ;nformation see this job's general notes page and these web sites ALPINE: -.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.con, ICC www.iccsafe.org Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN: 42755 / T2 / SY42 Cust: RR8975 JRef: lWa289750082 VA RIO US 9A6/9A7,258S E/258MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215,10644 Truss Label: FT6 KM / WHK 04/12/2018 F 512L co F5"12 L 5'6" 7'1 1 11'4"8 1 5'6" 1'6"12 1 4'3"12 V312 5"4 2'6" TYP) 3X6 3X3 1.5X3 3X4 3X4 III 1.5X3 --3X3 1113X6 A B C D E F G H O N WA M L 1111 9Vq K VA i VA I 111 .1 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std* NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL: 500 Category: NA EXP NA Des Ld: 55.00 Mean Height: NA ft 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 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 42 SP #3 Lumber value set "l 313" 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, 3" 11'4"8 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh /RL W Pf NA Ce: INA VERT(LL): 0.077 L 999 360 0 625 / 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 - - 0 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 0 & G are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI* 0.639 Bearing 0 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# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -398 D - E 0 -1020 B-C 0 -929 E - F 0 -406 C - D 0 -1026 F - G 0 -448 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 635 0 E - J 0 -640 N - B 0 _ 616 J - G 669 0 0 COA ONAIL 04/12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinp, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910 as applicable. AppTy ,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to' drawings 160A-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildin)lComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the -CO.MW truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona enginfetereinguresponsibility solely for the design shown. The spi'Mability and use of this rawing for any structure is the responsibility 0 in ilding Designer per ANSI[TPI 1 Sec.2. Suite 1 For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com, TPI: Apinst.org, SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837 Ab Number: N333519 ply:: 1 SEQN:42756/ T1 / SY42 Cust RR8975 JRef: lWa2897500 VARIOUS 9A619A7,258SE/258MA/258TA,02A,RA01 Qty 10 FROM:RDG DrwNo: 102.18,1215.10565 Truss Label: FT7 KM / WHK 04/12/2018 Loading Criteria (pso 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 " 5'13" 71 "2 11'4"10 1 5'6" 17-2 4'3"8 1 2'6" V312 5" TYP) 73X6 3X3 1.5X3 3X4 3X4 III 1.5X3 3X3 1113X6 A B C D E F G H 5"12 90 5" 12 L--j L 0 IN M L K 3X4 1.5X3 3X4 1111. 5X3 3X4 3X4 111.5X3 111 2X4 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 ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI1TPI 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. 1 V41 0 Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W 0 626 / /7.2 Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 Lu NA Cs: NA VERT(TL): 0.157 C 999 240 G 609 /- /3.0 Snow Duration: NA HORZ(LL): 0.018 B - - 0 MinBrgWidthReq= 1.5 HORZ(TL): 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid surface. Bldg Code: FBC 6th.ed 201 - Max TC CSI: 0.643 Bearing 0 requires a seat plate. TPI Std: 2014 Max BC CSI: 0.705 Rep Factors Used: Yes Max Web CSI 0.320 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. Comp. Plate Type(s): VIEWVer: 17.02.01A.1115.21 A-B 0 -399 D - E 0 -1025 0 -933 E - F 0 -403 WAVE C - D 0 -1031 F-G 0 -449 04/12/2018 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 (Ibs) Webs- Tens.Comp. Webs Tens. Comp. A-0 0 -609 K - E 381 0 A-N 637 0 E - J 0 -642 IN - B 0 -618 J-G 672 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions, Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattache.yriwd cellin,?,. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or R1 0 as applicab e. App y v,,Iates to each face of truss and position as shown above and on the Joint'"Details, unless noted otherwise. Refer to' drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSITTPI 1, or for lhandlin shippinp, installation and bracing of trussesA seal on this drawing or cover pa e AN nV listing this drawing, indicates acceptance of pro) essiona. s., Pability 2400 Lake Orange Dr. p.ngionfetereinguresponsibility solely for the design shown. The and use of this rawing for any structure is t e responsibility h ilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: alpineim.com; TPI: .tpinst.org; SBCA: — sbandustry.com; ICC: Jccsafe.org Orlando FL, 32837 Job Number: N333519 ply:: 1 SEQN 42757 1 Tl 3 / SY42 Cust R R8975 JRef I VVa289750082 VAR 10 US 9A6/9A7,258 SE/2 58MA/258TA 02A RAO 1 Qty 1 FROM:RDG DrwNo: 102.18.1215.10146 Truss Label: FT7GE KM / WHK 04/12/2018 i 2 5 1'1 2 14 3 22" 12 2'9':' 1'3" - 5" j 1'2"8 VY 17' 1'2"2 17-6 -j 3X3 4X4 1114X4 1113X4 —3X3 1113X6 6X6 A B C D E F G H I J K J T 3" =B 5"12 P 0 N M L F S Q 1114X4 6X6 11111112X4 3X4 1 5'3"14 6'11 Loading Criteria (psf) Wind Criteria TCLL: 40.00 WindStd: ASCE7-10 TCDL 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: 11 Des Loll: 55.00 EXP: C Mean Height: 15.00 ft 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 ft 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 42 SID #2 N: Bot chord 42 SP #2 N Webs 4x2 SID #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 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 11.28 BC: From 10 plf at 0.00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted, Wind Wind loads based on MWIFIRS 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. 11'4" 14 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)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL): -0.011 J - - HORZ(TL): 0.026 J Creep Factor: 2.0 MaxTCCSI: 0.881 Max BC CSI: 0.908 Max Web CSI- 0.760 A Maximum Reactions (lbs), or *=PLF Loc R U /Rw /Rh /RL /W T* 316 29 /30 / - / - 60.7 P 1158 /99 /95 1- 6.4 J 1330 /112 /102 /- 3.2 Wind reactions based on MWIFIRS T Min BrgWidth 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 17.0 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 1 - 1 204 -1069 G-H 205 -1076 04/12/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 420 -86 N-M 1238 -227 0 - 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 0 - F 135 -824 S - B 116 -453 M - J 1597 -305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - R 94 -425 1 - M 184 -913 D-Q 80 -444 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss)es require extreme care in fabricating, handli% shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingCom I onent Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary braci g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attac ied riqtd ceilinp. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCS1 sections B3, B7 or 910, as al plicaffle. _AppTy plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. Refer to draw ngs 160A Z for standard plate positions. Alpine, a division of ITW Buildin ALPINE AComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANPMCOMPANY truss in conformance with ANSI PI 1, or for handlinj shippinV, installation and bracing of trussesA sea] on this drawing or coversp e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engin nsibility solely for the design shown. The bilityyerundrespcanduseofthisrawingforanystructureisfireresponsibilityotheuildingDesignerperANSUTPI1Sec.2. Suite 150 IFor more information see this job's general notes page and these eb sites: ALPINE: .alpineitwconn; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837 Ab Number: N333519 Ply: 1 SEQN: 42758 / T3 / SY42 Cust: RR8975 JRef: lWa289750082 VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215.11220 Truss Label: FT8G I KM / WHK 04/12/2018 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 " 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 ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 42 SP #2 N Webs 42 SP #3 Lumber value set "l 313" 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 plf at 3.43 BC: From 10 plf at 0.00 to 10 plf at 3.43 TC: 610 lb Conc. Load at 1. 58 Additional Notes Truss must be installed as shown with top chord up. 117-8 1 3'5"3 17'8 1-78 1'3" 12 1-3"12 1111 5X3 4X4 III 1.5X3 3X6 A B C D 1112X4 G F 3X4 3X4 k — 3'5"3 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT Ni 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: 12(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W H 522 /4.0VERT(LL): 0.016 B 999 360 VERT(TL): 0.028 B 999 240 E 465 HORZ(LL): 0.002 B - - H Min Brg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Creep Factor: 2.0 Bearing H is a rigid surface. Max TC CSI: 0.275 Max BC CSI: 0.294 Members not listed have forces less than 375# Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 0 -391 C - D 0 -376 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. G-F 391 0 0 0. 0 COA N AL v, 04/12/2018 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 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatincl, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c EComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTriijdceiliny. Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the Join, Details, unless noted otherwis6. Refer to' drawings 160A-Z for s andard plate positions, ALPINE Alpine, a division of ITW Buildin,Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN FFW COMPANYtrussinconformancewithANSIPI1, or for handlinT shippin?, installation and bracing of trussesA seal on this drawing or cover.pa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance (?f pro) essiona engineerin respo nsibility solely for the design shown. The , PabilityanduseofthisrawingforanystructureistheresponsibilityoftheguildingDesignerperANSIrTPI1Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: .tpinst.org; SBCA: .sbcindustry.com; [CC Jccsafe.org Orlando FL, 32837 Jo - b Number: N333519 Ply: 1 SEQN: 42759/ T73 I SY42 Cust: RR8975 JRRef* 1W.289753o082 VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 1 FROM:HMT DrwNo: 102.18.1215.10894 Truss Label: FT10G KID / WHK 04/12/2018 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 " 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 ft Loc. from endwall: NA 1: 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 42 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 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf at 0.00 to 10 pit at 4.00 TC: 804 lb Conc. Load at 0. 15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. T 17'8 2'47 311"15 17'8 8"15 V78 VS-12 F 1'3"12 4X6 1112X4 1 12X4 3X6 A B C D H G F E 4X4 4X4 1112X4 I. — 3'11 " 15 Snow Criteria (Pg,Pf in PSF) Pg: NA Cti 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 Std 2014 Rep Factors Used: Yes FT/RT: 12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 C 999 360 VERT(TL): 0.042 C 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.013 D Creep Factor: 2.0 Max TC CSI: 0.860 Max BC CSI: 0.319 Max Web CSI: 0.384 VIEWVer: 17.02.01A.1115.21 H. 44\ 64, 6E 08 0 COA NA 04/12/2018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W H 2008 / /4.0 E 505 / H Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearing H 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 0 -416 C-D 0 -415 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 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, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedrigidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y ,,Iates to each face oftruss and position as shown above and on the Joint Refer to' drawings 160A-Z fbr s andard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINEtrussinconformancewithANSIFI-Pl 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or coverspa e ' MPANY listing this drawino, indicates acceptance of pro) essiona engineerm responsibility solely for the design shown. The , Ability 2400 Lake Orange Dr. and use of this rawing for any structure is fhe responsibility of the Ruilding Designer per ANSIITPI 1 Sec.2. Suite 150 IFor more infUmation see this job's general notes page and these web sites: ALPINE .aipjneitwxorn; TPI: Apinst.org; SBCA: .sbcindustry.corn; ICC Jccsafe.org Orlando FL, 32837 GaIoLe Stud Reinf orcement DetaR ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, EncLosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, PartiatLy Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph WInd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 minh WInd Sneed. 15' Mean Heloht. Partlattv Fnrin<prj Fxnn,-= n kr+ = I nn 2x4 Bra,ce Gable Vertical. ":: c7SpacingSpeciesIGrade: No Braces 1) lx4 'L' Brace K 1) 2x4 'L' Brace lK 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace w 2) 2x6 'L' BrQce NA Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 81 11 9' 3' 9' 7' 12' 2' 8' 14' 0' 14' 0' 0) SPF 3 3' 8' 5' 9' 6' 2- 7' 81 7' 11' 91 1. 9' 6' 12, 01 12' 12' 6' 14' 0' 14' 0' U HF stucl 3 , 8. 5' 9- 6' 1' 7' 8- 7' 11' 91 11 91 61 12' 0' 12' 6' 14' 0' 14' 0' 0 Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 81 ill 9' 6' 10' 4' 11' V 14' 0' 14' 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 91 a, 12' 4' 12' 9' 14' 0' 14' 0' S P 2 31 10, 6' 7- 0. 6' 10' 7' 9 1 81 11 9' 3- 9' 7' 12' 2' 12' 81 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' K7'9' 6' 11' 7' 5' 91 2. 9' 7- 10, 111 ill 81 14' 0' 14' 0' DFL Stud 3' 9' 5'_ 3' 5' 7' 61 111 7 ' 5- 9' 2' 9' 7- 10, ill ill 81 14' 0' 14'-0, C5 Standard 3' 6' 4' 7- 4' 11' 6' 2' 6' 7' 8' 4' 81 111 1), 81 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 8' 10' 9' 3' 10' 7' ill 01 13, 111 14' 0' 14' 0' 14' 0' SPF 3 4' 2' 7' 1' 7' 9' 81 91 91 1. 10' 5' io, 10, 13' 9' 14' 0' 14' 0' 14' 0' L U HF stud 4' 2' 7' 1- 7' 6' 81 9. 91 11 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Qj 0 Standard 4' 2' 1 1 6' 5- 8 11. 8' 8- 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 6' 7' 7' 7' 11' 91 01 9' 4' 10, 81 111 11 14' 0' 14' 0' 14' 0' V S P 2 4' 5' 7' 6' 7' 9' 81 iol 9' 3- 10' 7' 01 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5- 6' 10' 8' 6' 91 11 10' 6' 11, 10, ill 13' 4' 14' 0' T14' 0' 470- 0i DFL Stud 4' 4' 6' 5' 6' 10' 8' 6- 91 il 10' 6' 10' 11' 13' 4' 14' 0' 0' 14' 0 Standard 4 2 ' 5 8- 6 0 7 ' 6 ' 81 01 10' 2 10, 10, 111 10, 12' 7' 14' 14' 0' 14' 0 0 1 / #2 4 10' 8 3- 8 7 91 9. 10' 2 10' 7 12' 1 14' 0 14' 0 14' 0 14' 0 C5 SPF 3 4 7 8 2 8 5 91 81 10, 01 11' 6 12' 0 14' 0 14' 0 14' 0 14' 0 Lr3 u HF stud 4 7- 8 2' 8 5 91 8. 10, 01 11' 6 12' 0 14' 0 14' 0 14-' 0' 14' 0 0 Standard 4' 7' 7 0' 7' 5 9' 4 ' 10, 01 11' 6 12' 0 14' 0 14' 0 14' 0' 14' 0 X 1 5' 1 ' 8 5' 81 81 91 ill 10' 3 ' ill 91 12' 3' 14' 0 14' O'_ 14' 0' O'_ S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1- 14' 0' 14' 0' 14' 0' 14' 14' 0' 3 4' 9' 7' 4'.- 7' 10' 91 81 10, 11 11' 7' 12' 0' 14' V 14' 0. 14' 0' 14' 0' DFL Stud 41 9. 7' 4' 7' 10' 91 81 10, 1- 11' 7' 2 0 14' 0' 14' 0' 14' Off 14' 0' Standard 4' 7' 6' 6- 6' 11' 8' 8' 9' 3- 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Diagonal brace aptioni vertical length may be doubled when diagonal brace Is used. Connect dlagonat brace for 600# at each end. Max web total length Is 14'. Vertical, Length shown In table above. Connect dIagon6l at midDaint of verticat web. A_L_PiNV AN IrW G0MAkNY 1 3723\ Riverport\ Drive I Suite\ 200 1 Maryland\ Heights,\ MO\ 63043 2x6 DF-L #2 or better dlag.mal bracej single or double cut as shown) at upper end. TmmAbout NVI Refer to chart WARNM— READ AND FOLLOW ALL NOTES [IN THIS DRAVINGI IDVORTANTFLIRNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS.= Trusses require extreme care In fabricating, handling, shipping, Installing and bracl"g' 'ef, t1ow the latest edition of BCS1 (Building component Safety Informatior, by TPI and SICA) far ct, mp r. y braa — prior t performing these function& InstaLters shot( provide te C,.g p Less noted otherwise, top chord shalt have property attached struicture t thr" and ,atitaUhaveapropertyattachedrIgIdcelking. Locations shown for permanent lateral restraint all have b—cing installed per BCS1 sections B3, B7 or BLO, as applicable. Appty ptates to eacA truss and position as shown above and on the Joint Detalts, uintess noted otherwise. fer to drawings 160A-Z for standard plate positions. At"Ine, a divislon of ITW Buiding CoeVoments Group Ihc shatt not be responsilot. for any dvl.,U 1. drawing, any faltuire to bultd the truss In conformance with ANSVTPI 1, or far h—alting, whipi tattation bracing of trusses. A seat on this drawing or covw page Ilk"m this drawing, Indicates acceptance of professional gineering resporkslialtity solely for the design shown. The suitability and use of this drawling r any structwe Is the responsibility of the Building Designer per ANSI/TPI I SecZ PI For more Information see this job's general notes page and these web sitesiALNE w—atpineltsuconj TPI- www.tpinst.org) SDCA www.sbcInd try.org) 100 wwwJc safe.org S 0 - wei we NA BracIng Group Species and Gradesi Group A: P uce-PIne-FIr Hem -Fir 1 -nd-rd 1 #2 1 Stu1 i/3 # 2 Slt.di 1 #3 Istand Douqtas Fir-Ltrch Southern Plne*ww i 2 #3 stud Stud I Standard Group B: Hem -Fir I L 11" 1 D I. FI L ch Southern Pinewum ElEd- Ix4 Braces sha(L be SIRB (Stress -Rated Board). KawFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards roup BAdovaluesmaybeusedwiththesees. GabLe Truss DetcL!L Notesi WInd Load deflection crIteram Is L/240, Provide uplift connections for 75 ptf over continuous bearing (5 psf TC Dead Load). Gable end supports Load from 4' 0' outtookers wit 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces Ith 10d <0.128'x3.0' tnIn) nails, K For (1) 'L' la r ac :1 s pace nalks at 2' a.c. In 18' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces space nails at 3' o,c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of SO/ of web member Length. Gable Vertical Plate Sizes Vertical Length No Sp Ice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater tha- W 04 Refer to common truss design for peak, splice, and heel plates. Refer to the BuRcling Designer for conditions not addressed by this cletalt. REF ASCE7-10-GABI6015 DATE 10/01/14 DRWG A160i5ENC101014 MAX, TOT, LD. 60 PSF MAX, SPACING 24.0' Galo(e Stud Reinforcement Detai( ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enc(osed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partla(Ly Enclosed, Exposure C, Kzt 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mnh Wind Snppd. qD' Mpern H Inh+ Pmr+lnii, r—in-4 r--- n v,+ i nn 2x4 BraceBrace Galote VertIcal. Spacing Species G rade No Braces 1) Ix4 'L" Brace 1( 1) 2x4 'L' Brace )K 2) 2x4 'L' Brace wm 1) 2x6 'L' Brace im 2) 2x6 'L' Brace NN Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 81 91 9' 2- 11' 7' 12' 0' 13' 9' 14' 0-__ U SPF# 1 3 3' 6' 5' 5- 5' 9' 7' 2' 7' 7' 81 8. 91 11 ill 31 13' 7' 14' 0' HF stud 3' 6' 5' 4' 51 81 7' 2' 7' 7- 81 8. 91 11 11' 2' 13' 7' 14' 0' 0 Standard 3' 6- 4' 7' 4' 11' 6' 2' 6' 7' 8' 4- 81 ill 91 81 10' 4' 1 13' 1' 14' 0' 1 3' 10' 6' 4' 7- 7' 6' 7' 9' 81 ill 9' 3' ill 91 12' 2' 13' 11' 14' 0' S P 2 3' 8' 6' V 6' 6'-6' 7' 5' 7' 8- 81 1), 9' 2' 11' 7' 12' 0' 13' 9' F47 0-- 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 81 1), 1), 1. 10, 11 10, 10, 13' 8' 14' 0' Ri DFL StudI 3' 7' 4' 10, 5' 2' 6' 5- 6' 11' 81 9. 91 11 10, 11 10, 10, 13' 8' 14' 0' Standard 3' 3' 4 3' 4' 7- 5' 8' 6' 1- 7' 9' 8' 3' 81 ill 9' 7' 12' 2' 13, F_ U 1 / #2 4' 2' 7' 2' 7' 5- 8' 5' 8' 9- 10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' SPF 3 4' 0' 6' 7' 7' 5- 8' 4- 81 8. 91 ill 10' 4' 13, 11 13' 7' 14' 0' 14' 0' HF stucl 4' 0' 6' 7' 7' 0' 8' 4- 81 81 91 ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Uo Standard 4' 0- 5' 8' 6' 0' 7' 6- 81 01 91 ill 10' 4' Ill 10, 12' 8' 14' 0' 0' 1 4' 5' 7' 3' 7' 6- 8' 7- 81 ill 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 14' 0' SP 2 4' 2' 7' 2- 7' 5' 8' 5' 81 9. 10' 10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4- 7' 11' 8' 5' 10, 01 10' 5' 12' 5' 13' 3' 14' 01 14' U' 1) DFL Stud 4' 1- 5' 11' 6' 4' 7' 11' 8' 5' 10, 01 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 77--6' 9' 5' 10' 2' ill 01 ill 91 14' 0' 14' 0' 1 / #2 4' 8- 7' 11' 8' 2' 9' 4- 91 81 10, 11 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d SPF 3 4-' 5' 7' 7' 8' 1- 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U HF stud 4' 5' 7' 7' 81 1. T 2- 9' 6- 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' o Standard 4' 5' 6' 6' 6' 11' 8' 8' 91 31 10, ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4 10, 81 0. 8' 3' M7'3 9' 5' 91 9. il, 21 ill 81 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 8' 7' 11' 8' 2' 9' 4- 91 8. Ill 11 11' 6- T__T4'ol 14' 0' 14" 0' 14' V 3 4' 6' 6' 10- 91 il 9' 7 Ill 01 Ill 61 0. 1 14 ; 2-' 1 - DFL stud 4 6 6 10' 7' 3' 9' 1- 9' 7' ill 01 11' 6- 1 14' 0- 14' 01 0, 1 o- 14' 0' L Standard 4 5 6 V 6' 5' 1 8' l' il, 11' 5- 1 12' 8' 13' 7' Bracing Group Species and Grades, Group A: pruce-Pine-Fir Hem -Fir 1,/ #2 !St5 nclard 1 #2 Stu 3 5; 1A11 #3 lStani Douqtas Fir -Larch Southern Pinexxx 2 i #3 Stud Stud Standard Group B: Hem -Fir 1 L B! Dou Las FIr-Larch Southern PInewww 1 #1 2 #2 Ix4 Braces shot( be SRB (Stress -Rated Board). swwFor Ix4 So. Pine use only InclustrIat 55 or rdsIndustrial45Stress -Rated Boa gr" Group B values may be used with these S. babLe Truss DetcLiL Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 135 ptf over continuous bearIng <5 psF TC Dead Load). Gable end supports Load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. About Attach 'L' braces with 10d (0.128'x3.0' min) malls. Truss A For (1) 'L' brace- space nails at 2' o.c. Gable In IS' end zones and 4' o.c. between zones. Diagonal brace option K)KFor (2) 'L' braces- space molls at 3' o.c. vertical length may be T In 18' end zones and 6' o.c. between zones. doubled when diagonal K L' bracing must be a minimum of 80% of web brace Is used. Connect L member Length. diagonal brace for 690# fateachend. Max web Brace Galote Vertical Plate Sizes total length Is 14 A0K V rtca' n A 2X6 DF-L #2 or L__ -t- Less than 4 0' p ce 2XA F better diagonal U01 I 441,i Greater than 4' 0', lout 4X4 Vertical length shown 41 lardcej single is, In table above. 4 51* or double cut as L I F) shown) at ini W ki eel Refer to common truss design for upper end. u U U_p . 1 . 1 0 -Lt.. melu peak, splice, and heet plates, Connect dIagonaCat a6 -` iliom J1 Refer to the Building Designer for conditions midpoint of vertical web. NN Refer to chart ve 1 r ng not addressed by this detalt. VARNINGI— READ AND FOLLOW ALL NOTES 13N THIS BRAVING IMPORTANT FURNISH THIS BRAVING TO ALL C13NTRACTORS INCLUDING TW INSTALLERS. REF ASCE7-10-GAB16030 Truss@ require extre e care In fabricating, handling, shipping, Installing and bracing. Refer th tatest ecittion7f BCSI (BuRdIng Component Safety Information, by TpI and SBCA) for f*Y DATE 10/01/14 practices prior to performing thes,e functions. Installers shalt provide temporary br,,I,g per CSI. Un'... noted otherwlse, top chord shaR have property attached structural she. h and bott hard, hatt have d property attached rigid celLing. Locations shown for Permanent (atetramQre,trInt1,1,* haL( have bracing ImstaUed per BCSI sections D3, B7 or BI0, as applicable, Apply P(.,,e. to e. DRWG A16030ENCIOIO14 L-FRO er s. position as shown above and on the Joint Details, umiess noted otherwise. R to 16GA-Z far weruwingsstandardplatepositions. Alpine, a division of ITW DuRdIng Components Group Inc. be far dvI.tI MANrrWC0 PAW shall not responsibLe any t . 1 h1s.dr,""g, any f*Ikure to build the truss In conformance with ANSI/TPI 1, or for handting, 0shipping, nst ttation bracJng of trusses. o MAX, TOT, LD, 60 PSF A seat an this drawing or cover page Listing this drawing, Indicates acceptance of Professional AAL13723\ Riverport\ Drive engineering nesponidblitty solely far the design sham The sultmallilty wW use of this cimeing farSuite\ 200 any structure Is the responslic" of the DuRcing Dsdgr per ANSI/TPI I S...? Maryland\ Heights,\ MO\ 63043 For more Information see this job's genera( notes page and these web sites, ALPIND www.a(pinalt—am) TPD SBCA- ICC- MAX. SPACINT7 Zdwww.tpinst.org) w—sbcIndustry,org) wwwJccsafe.org 1(-(-)A jja+j/2018 Gok(e Stud Reinforcement Detai( ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enc osed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Portlatty Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 7:: 2x4 Bracea Galote Vertical acSpacingSpeciesIGrade No Braces 1) lx4 'L Brace is 1 (1) 2x4 'L' Brace 9 2) 2x4 'L' Brace we 1) 2x6 'L' Brace N 2) 2x6 'L' Brace ED Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 6- 6' 0 6' 3' 7' 1' 7' 4' 8' 5' 81 91 11' 7' 13' 3' 13' 9' 0) U SPF 3 3' 4- 5' 1' 5' 5- 6' 9- 7' 3' 8' 4- 8' 8' 10' 7' 11' 4' 13' 1' 13 7F HF stucl 3' 4- 5' 0' 5' 4' 6' 9- 7' 2' 8' 4' 81 81 10, 61 11' 3' 13' V 13' 7' 0 Standard 3' 4' 4' 4- 4' 7' 5' 9' 6' 21 7' 10' 81 5. 91 11 91 81 12' 4' 13' 2' Qj 1 3' 8- 6 ' 1' 6' 4' 7' 21 7' 5' 8' 6' 81 10, ill 31 ill 81 13' 4' 13, ill j S P 2 3' 6' 5' 9' 6' 2 , 7' 1' 7' 4' 8' 5' 81 9. ill 11 11' 7' 13' 3' 13' 9' 1Q_ 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 81 9. 91 61 10' 2' 12' 11' 11 Ri DFL Stud 3' 5' 4' 7- 4' 10' 6' 1- 6' 6- 81 21 81 91 9' 6' 10, 21 12' 11' 13' 8' 1 Standard 3' 1- 4' 0' 4' 3' 5' 4' 5' 91 7' 3- 7' 9' 8' 5' 91 01 11' 5' 12' 3' U 1 / #2 4' 0' 6' 10' 7' 21 81 1. 8' 5- 91 81 10, 11 12' 9' 13' 3' 14' 0' 14' 0' SPF 3 31 10, 6' 21 7' 2' 81 01 8' 4' 9' 71 91 ill 12' 7' 131 11 14' 0' 14' 0' U HF stud 3' 10' 6' 2' 6' 71 81 01 8' 4- 9' 7' 91 111 12' 7' 13' 1' 14' 0' 1 4 0 aj o Standard 3' 10' 5' 4' 5' 8' 7' 11 7' 7' 9' 7- 91 111 ill 11 Ill ill 14' 0' 14' 0' 1 4' 3- 7' 0' 7' 3- 8' 3- 81 6. 91 91 10, 21 12, ill 13' 5'_ 0' 14' 0' SP 2 4' 0' 6' 10' 7' 2' 81 11 8' 5- 91 81 10, 11 91 13' 3' 14' 14' 0' 14' 0' 3 3' 11' 5' 71 5' 11' 7' 5- 7' 11' 9' 7' 10, 01 12, ill 81 12' 6' 14' 0' 14' 0' CU DFL Stud 3' 11' 5' 7- 5' 11' 7' 5' 7' 11' 9' 7- 10, 01 ill 81 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3- 6' 7' 7' 0' 81 11, 9' 6' 10' 4' ill 11 14' 0' 14' 0 2 4' 5- 7' 7' 7' 101 el it, 9' 3' 91 81 11 14' 0' 14' 0' 14' 0' 14 , 0SPF# 1 3 4' 31 7' 2 71 71 81 10, 91 21 10' 61 11, 10, it, 13' 10' 14' 0' 0' 14' 0' LD U HF stucl 4' 3- 7' V 7' 7' a, 10, 9' 2- 10' 6' 10, 111 13' 10' 14' 0' 14' 14' 0' 14' 0' 0 Standard 4' 3- 6' 2' 6' 6' 8' 2' 81 9. 10' 6' 10, ill 12' 10' 13' 9' 14' 0' 14' 0' X 1 1 41 81 71 81 7' 11, 9 1 0. 9' 5' 10, 91 11' 21 14' 0' 14' 0' 14' 0' 14'_ 0' C5 S P 2 4' 51 7 7 ' 71 10, 81 ill 91 31 10, 81 14' 0' 14' 0 ' 14' 0 ' 3 4 ' 4 6 5- 6 ' 10' 8' 7 . 1 9, 12, 1 11; 13' 5' 14' 0' 14' 0' 14' 0' DFL Stud 4; 6; : 61 V )' 8' 71 9' 12' 1 77' 15 131 51 14' 0' 14' 0' 14' 0' Standard 4 6' 1' 8' 1' 1 10' 3' 1 101 11- 12' 9' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hem-FIr I Wlp7 #2 Istandarcil clarall1 #3 1 Stud .21 J St.nd.rd Douqtds FIr-Larch Southern Pineximm 3 S%cl Stud Standard Group B: Hem -Fir 1 Bi_d oun as Ir-Larch Southern Pine*** 2 1 El I lx4 Braces shoU be SRB (Stress -Rated Board). ammFor lx4 So. Pine use only Industrial 55 o Industrial 45 Stress -Rated Boards Grouvaluesmaybeusedwiththesegrclierou 11 bcdol,e I russ Uetcdl. Notes: Wind Load deflection criterion Is L/240. Proyide uplift connections for 100 ptf over continuous bearing <5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Abo Attach 'L' braces with lad (0.128'x3.0' m1n) nalls. late Truss K For (1) 'L' bracer space nalts at 2' o.c. In 18' end zones and 4' o,c. between zones. 101agonat brace option. K*For (2) 'L' braces, space nails at 31 o.c, vertical length may be TT In 18' end zones and 6' o.c. between zones. doubted when diagonal 18' K L' bracIng must be a minimum of 807 of web brace Is used. Connect J_ member Length. allagonal brace for 775# Lateachend. Max web 1ceBrace Gable Vertical Plate Sizes total length is 14 1 Vertical LepaEj::::::Po Spilce A 2x6 DF-L #2 or Less than 4' 0' 1 2X3 better diagonal JIlf Greater than 4' a', but 4X4 VertIcot Length shown bracel single 8. It, Al'i, Less than III' a' In table above. 4 5-* or double cut as KK L I'lshown) at A Refer to common truss design for upper end. Jcr, L_peak, splice, and heet Connect all logonal at cot V Refer to the Building Designer for conditions midpoint of vertical wel Refer to chart 4ove ro g4 _%nt qk% ng not addressed by this detalt. rD"AlWNQ-- READ AND FOLLOW ALL MM 13N THIS DRAWDIIGI T DOKRTANT- FIRNISH THIS DRAWING TO ALL CONTRACTOM INCILUDING THE INSTALLUM Z REF ASCE7-10-GABI8015 T,u ..treme care in fabricating, handling, shipping, installing and bracin Refer DATE 10/01/14a" a th: ) w latest edition of BCS1 Guiding Compan,ent Safety Information, by TPI and SICA far Y practices prior -to performing these functions. Installers shall provide temporary bracing per CSI DRWG A18015ENC101014ww Unless noted otherwIse, top chord shall have property attached structural sheathing and bott &-d hat, have a property attached rigid celtlng. Locations shown for permanent Lateral restraint wshot[ have bracing Installed p BCSI sections 113, B7 or BIO, as applicable. Apply pates to eac VPIf S 4L_ a . . o:ruandposition . In above and on the Joint Iletolts, untess, noted otherwise.. d, ! R:Iet' 1.' awings 16CA-Z for standard plate positla— AN rrWC:OMPANY t At Ine, a division of ITW Building Components Group Inc. shall not be responsible fPor any deviation a hisadrawing, any falture to bultal the truss In conformance with ANSI/TPI 1, or for handling, shl Rso. pin., p g, Inst Itatbr, L bracing of trusses. MAX. TOT, LD, 60 PSF A seat n this drawing or cover page Usting this drawing, Indicates acceptance of lo—fesslon ONNk13723\ Riverport\ Drive engineering responsibility sotety for the design shown, The suitability and use of this drawing mWil.\ 21111 for any struebure is the responsfiAtty of the Building Designer per ANSr/TP1 I SecZ 40aw"Flia" MAX. SPACING 24.0' Maryland\ Heights,kMO\ 63043 For more Information see this job's genleSDRI notes page and these web sItes, ALPINE, TPI- eee.tpint..rg) S - w—sbcindustry.orgi IC0 www.iccsofe.org cc) A jjff/2018 CLR Reinf orcing Member Substitution T-Reinf orcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-ReInf, Is specified on a truss design lout an alternative web L-Reinf orcement: or reinforcement method Is desired. L-ReIrf, Notes: This detall Is only app(IcabLe for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reirforecement 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- ReIrif. Scab ReInf, 2x3 or 2x4 I raw 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 raw 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6<)K) T -reinforcement, L-reinforcement, or scab reinforcement to be same 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) nalts at 6' o,c. Reinforcing member Is D. minimum 8OZ of web member length, Scab Reinforcement: Apply scab(s) to wide face of web No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) nails at 6' a c. Reinforcing member Is a minimum 807 of web member length, wwVARNING1sw READ AND FOLLOV ALL NOMS 13N THIS DRAWING! TANT.. FLIRNISH THIS DRAVING T13 ALL CONTRACTORS DKXUBM THE INSTALLOtS. Tr—... require ..treme care 1, fabricating, handling, shipping, Installing and bra,cl.g. R.fe,--t the latest edition of BCS1 (BLdding Component Safety Information, by TPI d SB Al fo, practices prior to performing these f—tAws. Installers shall pr de ma'[ to p_ry b_ P. Unless noted ther.lse, top chord hall h.v. property attached .1—t-1 .1-e-t.1n. ,at hdit have d property attached rIgId celil g. Locations shown for permanent lateral restraint h"' have bracing Installed per 1ICSI -71' Z 113, B7 ., 1110, .. applicable. Apply plate. to .1 of truss and p..ItI- as how. above and the Joint DetaiLs, mte.s noted ther.lse. I R.'er to drawings 16GA-2 for standard Omte positi— AN rrW ODMPAW Alpine, a dIvIsIm of ITW Building Components Grop Inc. sha(( not be responsIb(* for any deviatt this drawing, y fall— to build the tmss In conformance with ANSI/TPI 1, or for handling, SKPI Installation L bracing of tr.s.— A —.1 — this drawing or cav_ page Usti, this drawing. Indicates accept— of professional 13723\ Riverport\ Drive Okwavring responsliblKy Solely for the design sh.— The Itablilty and uise *it this dra.IrQ Suite\ 200 far wW structure Is the responsibility of the Building Deslw— per ANSVTpI t Seca Maryland\ Heights,\ MO\ 63043 For more Information see this job's general notes page and these web sites, ALPI W-- w—alpineit—onj TPI- wvw.tpinst.orgi SBCA ww-b.Imdu.try—g, ICC. wwwiccsafe.org T-Reinf. L-Reinf. Scab PSF REF CLR Subst, fTC DL PSF I DATE 10/01/14 iBC DL PSF BC LL PSF a TOT, LD. PSF At, DUR. FAC. 11001 W91 trA/? 0 18 SPACING DRWG BRCLBSUB1014 I ReInfo Memk Go Tr Godote Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, lo, and heet plates, vertical plates overlap, use a te that covers the total area of lapped plates to span the web. e, 2 * 2X4 *__-2 X 8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails- lOol Common (0.148'x 3,',min) Nalts at 4' o.c. plus 4) nails In the top and bottom chords, Toenalted Nalts- 10cl Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenalLs In the top and loottom chords, This detail to be used with the appropriate Alpine gable cletalt for ASCE wind toad. ASCE 7-05 Gable Detaft Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENCIO1014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A2003CEND101014, A200 D101014 S11515ENCIOO815, S12015ENC100815, S14015ENCI( S18015ENC100815, S20015ENCIOO815, S20015ENDPO 1101"Dlo 1, 0 Q10 4QGOS11530ENC100815, S1203OENC100815, S14030E* tLo*, S18030ENC100815, S20030ENC100815, S2003^11)11 N z g"T, t4SeeappropriateAlpinegabledetaltforma - 4 11 g tiOQ'ej T' Reinforcement Attachment Detail, T' Reinforcing 'T' Reinforcing Member Member Toe-nalt Or End-nalt To convert From 'L' to 'T' reinforcing members, mut t1pLy 'T' Increase by length (based on appropriate Alpine gable cletall.). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to botton chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' ReInf. I . Mbr. Size Increase 2x4 30 % Examptei 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x:4 T' Brace Increase <From Above) = 30Z 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' Gab(e DetoA For Let -in Vertica(s WARNING-- READ AND FEILLOW ALL NaTES ON T14IS DRAWDIGI DIPORTANT.. FLWGSH THIS DRAVM M ALL CONTRACTORS DICLUDIINIG nE DISTALLER REF LET -IN VERT w M N F AN rrW COMPANY 13723\ Riverporh Drive Suite\ 200 Maryland\ Heights,\ MO\ 63043 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Ref. to an,?. S'kfollowthetatest:dltlon of BCSI (Building Component Safety Information, by TPI and SBC ) 'or f.ty * practice, p,lor t p,rf,r,lng these Installers hall provide 'temporary act I . I CSIbrg Unless noted otherwlse, top chord shall have property attached structural sheathin bot ;iorjamashalthaveapropertyattachedrIgIdceiling. Locations shown for permanent (ate at gre.tr tnt 0 shot( In ve bracing Installed per BCSI sections 133, B7 or B10, as applicable. Apply pt. tes to .. h aOFtZsandt-n as shown above and on the Joint Details, unless noted at erwisspost] Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shatt not be responsible for any deviation fIsdro. Ing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, shlplln lthV'pin f w ping Instattatlon & bracing of trusses. A seat on this drawing cw cover page Usting this drawing, Inclicates, acceptance of professional engineering respmsibility sotety fcw the design shown. The sultabitity and use of this drawing fcw any structure Is the respmsibility of the "dIrV Designer per ANSI/TPI I Sec.P For more Information see thIs job's general notes page and these web ALPINE, www.atpinettw.com) TPI- www.tpinst.orgi SECA- www.sbcIndusty..,gj ICO =...rg Z; 2 Z! S .1 0 OA #WIM2018 MAX, TOT, LD, 60 PSF DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24.0' NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shalt be driven through sotid 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 stots, lout shalt 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 Colt Nail 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 NQK reptaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0.131' x 1,5' Box or Gun Nall, 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 Nalt reptaces 3 teeth 1 Nail reptaces 3 teeth 1 Nalt rep aces 3 teeth Nails shalt 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 shalt be fully embedded into wood areas free of defects, This detail is appLicalo(e only on joints where the connector plate has been offset no more than 112' from the design position shown on the truss design drawing, This cletall, is appLicabLe for trusses with lumber oriented vertically (2x-) and trusses with (umber oriented horizorta(l.y 3x2 and 4x2), Urie Typical Joint Configurations, T h I S NdGIPI t Joint Configuration, This Detail Is Applicable On[ On 4iklmll Ic ettor Plate Has Been o m rT t%On The Truss Design Drawing. Offset No More Than 112' es pn P 'tic VARNING.. READ AND FOLL13V ALL NOTES (IN THIS DRAVINI(il wwINPORTANT.n FURNISH THIS 13PAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS2 08 1 'Z REF NAIL REINFORCEMENT Trusses r,q,l,,, ..tr... care in fabri-ting, handling, shipping, Installing and bracing. R.f.E to -9 ratio. the latest dlU-. of BCSI (Building Componert: Safety Information, by TPI and SB fc DATE 10/01/14 Installers shalt provide temporary I * t.. practices prior to performing these functions. or. . p Unless noted otherwise, top chard shalt have properly attached structural sh—thle t f chokshalthaveapropertyattachedrigidceiling. Locations shown for permanent lateral 0 on web DRWG REPPLTNL1014 3, B7 or 1110, as applicable. Apply pt, 0 0 N h.11,u.ve.br.cln. ...t-ll-d per CS. section. 0 4CLl of t .. nd position as shown above and om the Joint Details, unkess noted otherwise. a Refer to drawings 16CA-Z for standard plate positions. astAtIne, a division of ITW Building Components Group Inc. shalt not be responsible F ..my dvb f I AN FTWOOMRANY W."d—Ing my falture to build the truss In conformance with ANSI/TPI 1, or for ndling, shipinstallationLbracingoftrusses. * .......... A —at on this drawing or cover page U.-Ung this drawing' lecd—t— acceptance of at 13723\ Riverport\ Drive engineering responsibility solely for the design shown, The suitability anci use of this *-a Suite\ 200 fw my structure Is the responsibUty of the "ding Designer per ANSI/TPI S.CP_ Vlaryland\ Heights,\ MO\ 63043 1 For more Information see this job's generat notes page and these web sites. ALPIND ww—pinelt—mi TPI, www.tp1mst.orgj SBCA. w—slacindustry.org, IM wwwAccsaft.org C) A 9fi IAM,) f) i y Gala(e Stud Reinforcement Detai( for Stucco C(laolding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mmh Wind Sneed. 15' Mpan H Inht. Pmr-1,1mliv 17-1—ml F7vnn-,- n ie+ = i nn C_ 2x4 Brace Gable Vertical dSpacingSpeciesGrade No Braces 1) 1x4 'L' Brace x 1) 2x4 'L' Brace N 2) 2x4 'L' Brace *0 1) 2x6 'L' Brace N 2) 2x6 'L, Brace NA Group A Group B Group A Group B Group A Group B Group A Group BI Group A Group B P 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8, 1, 8' 5' 10' 7' 11' 0' 12' 8' 13o 2' 0) SPF 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13o 0' U HF Stud 3' 2' 5' 8, 5' 10' 6' 8' 6o 11' 8' 0' 8' 4' 10' 6' 107 11- 12' G- 13' 0' 0 Standard 3' 2' 4' li' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 0) 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' ill 2' 12' 9' 1 13' 3' S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 81 11 8' 5' 10' 7' 11' 0' 12' 8'1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 81 01 8' 4' 10' 7' iv Ic t C 01i DFL 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 81 01 8' 4' 10' 7' ill 01 12' 7' 13' 1' 5 1 Standard 3' T 2' 4' 7' 4' 11' 6' 2' 6' 7- 81 01 8' 4- 9' 8- 10' 4' 12' 6' 13' 0' U 1 / #2 10, 6' 7' 6' 10' 7' 9' 81 11 9' 3- 90 7' 12' 2' 12' 8' 14' 0' 14' 0' SPF 3 3' 8- 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 4' 0' U HF stud 3' 8- 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' aj o Standard 3' 8- 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0. 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12o 4' 12' 9' WO' l 14' 0' S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1- 9' 3' 9' Z' 12/ P& 12' 8' 0' 3 Stud 31 9. 6' 5' 6' 9' 7' 8' 8' 0' 9' 2' 9' 7' 12' 1' 12' 7' 14' 0) DFL 3' 9' 6' 5- 6' 9' 7' 8' 8' 0' 9' 2' 9' 7' 12' 1' 12o 7' 14' 0' 14' 0. 0' Standard 3' 8' 5' 8' 6' 0' 7' 6' 7' 11' 9' V 9' 6' 11' 10' 12' 6' 14' 0' 14' 0' 0 1 / #2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 9' 3' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' SPF 3 4' 0' 7' V 7' 5' 8' 5' 81 9 1 10' 0' 10' 5' 13' 2' 13o 9' 14' 0 . 14' 0' U HF Stud 4' 0' 7' 1- 7' 5' 8' 5- 81 91 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' o Standard 14— 0. 7' 0' 7' 5' 8' 5- 81 91 10' 0' 10' 5' 13' 2' 1 13'. 9' 14' 0' 14'_ 0' X 1 4' 5' 7' 4' 7' 7' 81 8. 91 0. 10' 3'1 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 6' 8' 6- 8' 10' 10' 2'1 10' 7' 13' 5' 13' 11' 14' 0' 14o 0' 3 4' 2' 7' 2 7' 5' 8' 6- 8' 10- 10' 1' 1 10' 6' 13' 4' 13' 10- 14' 0' 14o 0' DFL Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 1 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8o 5' 8' 1 10' 0' 1 10' 5' 13' 2' 13' 9' 14' 0' 14' Q' YmmAbout ClIG-lote Truss I Diagonal brace option - vertical length may be T doubted when diagonal e IAT K brace Is used. Connect Lclogonatbracefor600# at each end. Max welo Brace total length Is 14 L K)K A 2X6 BF-L #2 or Vertical length shown In table above. 4 51* better diagonal. brace) single or double cut as Shown) at A upper end. Connect dlagonat at A_L PINIF_ AN rrWODMPANY 13723\ Riverporh Drive SulteN 200 Maryland\ Heights,\ MOk 63043 Refer to chart Rk WARNDIG— READ AND FOLLOV ALL NOTES ON THIS DRAVINGI IMPORTANT FlURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus— require ..treme care In fabricating, handLing, hippl.g, I..t.tLIhg and bracing. R.FC 1, it.. the latest edition of BCSI (Bultallng component Safety Information, la TP, an SBCA f ctj Y ' ces prior to performing these functions. InstQtters shalt provide temporary bracing p I less hot d otherwise, top chwal shalt have property attached structural sh—thing and all have a properAy attached rigid celting. Locations shown for permanent tateraL restraint.v, all have bracing Installed per BCSI sections B3, B7 or 1110, as app(icalote. Apply ptates to truss and position as shown above and on the Joint DetaAs, unless noted otherwise. fe, to drawings 16DA-Z far standard plate positions. Atpine, a division of ITW BuKdlng Components Group Inc. shalt not be responshote for any deviatl 1. drawing any falture to build the truss In comformance with ANSI/TPI 1, or for handling, tVpl tatt.tion i braong of trusses. A seat this drawing or cover page Elsting this drawing, Indicates acceptance of prof .. lonal ponsiblitity sotely for the design shown. The suttability and "a of this drawling any structure Is the —sponsibility of the Buitcling Designer per ANSI/TIPI I Sec2- For mom Information see this job's general notes page and these web sites, or T AT U ONA Bracing Group Species and Graclest Group At pru e-PIne-FIr Hem -Fir 1 #2 IStqndoLrd 1 1 #2 1 St. Stud 1 1 #3 Istand Douqtas FIr-Lorch Southern Plnewas 3 #3 Stud Stud Standard Standard Group B; Hem -Fir 1 L Btr Douglas Fir-L rch Southern Plnemon I iii, 1 #2 El F: L Ix4 Braces shalt be SRB (Stress -Rated Board), K*wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Galo(e Truss Detalt Notesl Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' m1n) nails. A For (1) 'L' brace- space malls at 2' o.c. In 18' end zones and 4' o.c. betweem zones. K)KFor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 130Y of web member length. Gable Vertical Ptate Sizes Vertical Length Ce s s than 4' 0' Greater than 4' 0', Less than 11' 6' Greater than 11' ! Refer to common truss desIgn for peak, splice, and heet plates. Refer to the Building Designer for conditions not addressed by this cletall. REF ASCE7-10-GABI6015 DATE 8/3/15 DRWG S16015ENCi(00815 MAX, TOT, LD, 60 PSF MAX. SPACING 24.0' I STRONGBACK BRIDGING RECOMMENDATIONS I NOTE: Details 1 2) 10d COMMON (0.148'x3,0') OR BOX/GUN (0,128'x3.0'> NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACk STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148' x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. IBUTT STRONGBACKUTTSTRONGBA' BRIDGING TOGETHER 0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3,O') NAILS IN 2 ROWS AT SCAB 6' D.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (3) 10cl COMMON---__,,,\ 0.148,J) NAILS OR 4) 10d BOX/GUN STRONGBACK BRIDGING SPACING REQUIREMENTS Jp to W None required 0' to 20' 1 raw (at cent f span) 10' to 30 2 rows (I at ft6 U3 points) V to 40' 3 rows- (I at each U4 points) Iver 40' Space rows of Ity - -0 TO BOT 2) #10 ALL scalo-on blocks shall be a minimum 2x4 stress graded umber,# ALL strongback bridging and bracing shall, be Q minimum 2x6 'stress graded lumber,' The purpose of strangback lorloging is to develop Load sharing between individual trusses, resulting in an overall increase in the stiffness of the f(oor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) Do. -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangealolly. 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individua[ truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation f or a truss system to help control vibration, In addition to aiding in the distribution of point Loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of aLL floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional. information regarding strongloack bridging, refer to BCSI (Building Component Safety Information). w, H. ZZ' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES I tj 1i ; WAR1,1ING-- READ AND FOLLOW ALL NOTES [IN THIS DRAWING IMPORTANT FLRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING II-E I PSF REF STRONGBACKIR1L Tru ses require extreme care In fabricating, handling, shipping, Installing and larr SIktowthelatesteditionofBCSI (Building component Safety Information, by TPI ai br. , 'ar C DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shalt provide temporar, a .. St. Unless noted *t1lerelse, top chold 11,11 h.. property attached structural sheathing and b1t chor 403 C DL PSF DRWG STRBRIBR1014halthaveapropertyattachedrigidcelting. Locatlors shown for permanent Lateral restraint we % shall have bracing installed per BCSI sections 113, B7 or 1110, as applicable. Apply ptates to eac of truss and position as shown above and on the JoInt Detafts, unless noted otherwise * a k BC LL PSFRefertod-1n.. I.-Z far standard plate p..Itl-.. 60 MPAW t Atpine, a d1,1slom of ITW Building components Group Inc. shatt not be responsible for any deviation .04ANcohisda*lg,,,y fall re to build the t-ss In conformance with ANSI/TPI 1, or for handlIng, shipping, 1-0. TOT. LD. PSF m.t. at m bracing of trusses. tt 1%, A -i this drawing or cover page Usting this drawing. lewillcates acceptance of praFessio—ml 13723\ Riverport\ Drive -vk—r*,o respord&ltty solely for the design sham The suttabitity and utse of this drawing DUR, FAC, 1.00formystructuireIstheresponslibitityoftheBuRdingDesignerperANSI/TPI I S*cZ. Suite\ 200 "tW100 Maryland\ Heights, MO\ 63043 Far more information see this job's general notes page *M these web sites- SPACINGALPINE, -.atplmeltw.conj TPIr www.tpinst.orgi SBCA- www.sbclndustry.org) ICCr 44014 712018 Vattey Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4* SP #2N, SPF #11#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #11#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, Attach each valley to every supporting truss with: 2) 16d box (0.135' x 3,5') nails toe-nai(ed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = LOO 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, 3X4 12 12 Ma x 2X4 X4 B-0-0 max 4X4 12 12 Max. I 1X3 1X3 3 5X4/SPL X3 Max Spacing) 1,63 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing. Unless specified otherwise or) engineer's sealted design, for vertical valley webs ta[Ler than 7-9' apply 2x4 'T' reinforcement, 80Z 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; property attached, rated sheathing applied prior to valley truss installation, Or Purtins at 24' o,c, or cis otherwise specified on engineer's seated design Or By valley trusses used in Lieu of purtin spacing as specified on Engineer's seated design, XW* Note that the purtin spacing for loracing the top chord of the truss beneath the valley is measured along the slope of the top chord, Larger spans may be built as tong as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley Valley Spacing oe-nal(ed Square Cut Bottom Chord VaLLev 2X4 ' Atli N J vx /* 2X4 Stubbed Valley End Detail I O.C. 4X4 JF Optional Hip Joint Detail Partiat Framing Plan VARI0Q-;REAI) AND F13LLaW ALL N13TES ON THIS DRAVM11VEIRTANTZFLX&Slil IS DRAVENG TO ALL CIINTRACT13RS DIUMPIG THE DISTALLERS. Ud - I TCi L-L-- 30 30 40PSF REF VALLEY DETAIL A AN MWOOMPAW Trusses require ext—e care In fabricating, handling, shIpping, Installing and bracing. Refe to J d f. — , yttowthelatesteditionofBCSI (Building C-p—ert Safety Infornatt—, by TPI and SBCA) far -a practices prior to perfo—Ing these function,. Installers shall provide t—paraly bracing per Unless noted otherwise, top chord shatt have property attached structural sheathing a 2 d hatt have a property attached rlgld cellirg. Locations shown for pern—ent lateral s shott have bracing Installed per BCSI sections 1113, B7 or B10, as applicable. Apply plates F. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. t At Ine,wa division of ITW Building Conporents Group Inc. shot[ not be responsible For any de latlon mAinhispdrag, any fakur; toubulid the truss In conformance with ANSI/TPI 1, or for handling, shipping, 0 sInstallation & bracing tr 6 S 0 40io, -64X, *.w. krDl- 20 Bq DL 10 LL 0 o T. LD, 60 15 10 0 7PSF 10 PSF 0 PSF 57PSF DATE 10/01/2014 DRWG VAL1601010i4 55 13 12Y Riverport\ Dnve Zte\ 200 aryl-dN H ighNA MO\ 63043Mi A seed on this drawing or cover page Us-Ung 'this drawing, Incilcates ameptance of profes.1-1 engineering responsiblit ty solely for the design shown. The sudtQbUty and use of this drowingformystrucbureIslitheresp—lbility of the Building lleslgn r per ANSI/TPI I S-21 F or. lhF.—.ti— see this job's general notes page and these web sites, ALPINV`w.w..tpIhwItw.comj TPb w—itpinst,orgi SBCA- www.sbcindustry.orgi ICO www.Iccsafe.org 4V AML Ammaltmiv C, 7R?n I R 1DURFAC1,25/1.33 1.1511.15 SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL R BC 1/2 of Lumber Size and Grade Minumum Reauirements Ul TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE C82 +CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max, e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. Typ rinection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 4 16d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe -nails Truss to cripple r i I. - -ii 4 16d toe -nails 2 1 rA -—U, 1. --- - -- ..... .--- (NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nailsGENERALNOTESCRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS Purlins required T-O" O.C. in absence of plywood sheathing. -2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" Ion I e Trusses without sheathing applied must be evaluated accordingly. nailed w/2-10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to fla ge Purlins should overiap sheathing one truss spacing minimum. f cn pie with 10d 10.128"x3.0") nails at 6" o.c. "T" or scab must be 90% ofcrippI0 length. 1 0 1 In cases that this is impractical, overlap sheathing a rn nimum Crippfes over 10*4 long requre two CLR's or both faces w/ "T" or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails. minimum of 8-8d (0.1 31"x2.5") common wire nails. ;Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. installed into ridge board This drawing applies to valleys with the following conditions: -Install blocking under rafter if sleepers are not used. install blocking under cripples If cripples fall betweenSpans (distance between hoels) 40'-0" or less lower truss top chords and lateral bracing Is not used. Maximurn valley height: 14'-0" -Apply all nailing in accordance to current NOS requirementsMaximurnmeanroofheight: 30 feet Nails are common wire nails unless noted otherne. 000-00. Jku "411 ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B, 1=1.0, Kzt=1.0 VA H. Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 Xk4:s%ev.. I I kin (A) (13) (**) VARMINGP- RE" NO FCLUW ALL MMS ON TMS MAWRO & .- LL 20 30 40 54 REF VALLEY FRAMINGFURPMTMWAVMMALLCEPURACTURSINCLUBMTWDMT&LM Z T— — —q.6 c— h f.bk tkV, hw.Aft, %NpPkV, In.Wtft wW b-chg. Refer to91—'th. t.t.st dtl— of SCSI UkA.*V1==t SAfety W—tion, by TPI &nd SICA) fw safifty 0 DL 10 20 7 7 DATE 10/01/14 PMCtJC*S PH_ to P ftr ft these f-110M. InZtall s XhQU PMvide te po-y bmcino W ScsW 4 L".ss mtmd ot fse, top chod sW1 have property att-t-d struct t s watNr%o -d bott— 100, STATE OFsetlhov. . I.P.Ity ttd-d r d cetirv. Locations sP—n fw pe—t tat t mstroht Of _$0 _9C DL 0 0 0 0 DRWG VACNV1801015 h, i? SIofUhQvebmckVInstottedpe SI tkm B3, 17 or 110, as pptico)Ae. AWy IA&tes tnoeoc.h 0 t_ " posMw os sh— above wid on the Joint Dtals, urAess noted oth—viso. W, Z: dmwkVs 16M-Z for standard ptate positlo— 4'BC LL 0 0 0 0 A4*., . dvi.6— of 1TV RAdg C—p—ts Gop b et.0 not be —p—l" f— " d—iv— 0 R I Alt, AN rrW COMPANY N. :0f TOT. LD.30 50 47 61Vilsdmwhg, y foA—e to WEd the tr ss In conf-ce wtth ANSI/TPI 1, w foe h.,.Kft, ~M t.R.ti.. & bracing F t— ses. N 0e'. seet on tHs dmwft cove ~ Ustft this dmwh-g, Vodicates accwpt of professlortaL ALr:Z=Z —Wty for V- d.= 0— Th. *W*Jty -W — of this W..*V I. the —por."Ity F SAd V D.Wg— Per ANSE/TPI 1 13389 LakefrDntDrive F— — Inf—tio. see this job's 'W—' —ZcF.'. —d these eb Mt— 0 Z C)j DUR. FAC. 1.25/1.15 Eafth City, MO 3045 — ,LP1?,0 sve,otp wltw.co TFI, w-tpWm+_0rVj SBCAo — r4ustryorgj IM —1ccsof ... V 0,/0 :Z ot ISPACING SEE ABOVE 14'-4' 1 R'-A' 30--0- NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRIT -TEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS D AWNGS AND TILE PLUMB 12 " IGoI Ecow) copy ROOF I General Notes 1) M PWOM dd V...& fM tru— W fkt 9,6- h- tM tp d-d p-bdy p-W 7- to be klMW W dft L4L 2) As I , g tD be Sky"m HUS26 urJm 3) AS t- . b 2e OT- wi- rA*.& 4) P. T- Pid. Mad. OCSI-61 pm 7w X-W acing *mW b. at a spacig 15' = Um Wm to b. t nwd— d 20' bW— .h X-b- 0-*.d th. *.bm Pbm mW to BCS-431 ftr aW odglond bv&q MAL TCLIL = 20 PSF TCDL = 17 PSF BCLL * PSF SUBFLOOR BCDL 10 PSIF TOTAL 47 PSIF DURATION 1.25 % WIND SPD/TYPe-- 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESEDENTLKL CAT H ININD IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PsF WALL HT. BASED ON 9'-4' A.F.F I REFER TO Et, PACK FOR CONNECTION. C C.15J5 k rXCJ3Sp,NF-ORD Li I 10 PAR 2 TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING EM ATTENTION! 1-5-,4-- .1 -- -- HANGER CHARtT E80 ER T OCS7 B T -t 11 t tM Y W cnM usft J L = THA 422 ( S I MPSON) T—s 1. Y. tlh kw t _ -y- Total. Truss Quantity = 189. DESIGN CRITERIA FBC 2017 TPI 2014 T- member desifi &—mlor plates dea ..df.,ASC 7-10-d f-swom Ibco. -d= d 't,og'a— Th,se -,s,s hs- bm re,-ie,,,d to — ut ddiu ... 110#psf-.-.c tbtt...h6,dli- l.ad7 FLOOR LOADING SCHEDUL TCLIL = 40 PSF TCDL = 10 PSF SCOL = 5 PSF TOTAL = 55 PSF ALL REACTIONS OVER 5000# AND UPUFTS OVER 1000# ARE SHOWN ON ENG1NEERING. WALL KEY 9'-4- 20'-3/4 rLOAD# DESCRIPDON MR. DATE rLOADO DESCRIPTION INM DATE*) CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE C K W. WINTER HAVEN FLORIDA 33880 PHO - (800) 95 - 8FATE ( 863) 2949-8240869 rBUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PROJ/MODEL/ALT 9A8/gA7/258SE/2581LA/25STA/02 ALT DESCMASTER SUITE 2 OTC : OT : 283 BLOCK: rDESIGNER PAGE jjp DATE 1 2/16/10 LAN h331519L - SCALE 1/4 =1 r?? 11/18/02 9:52 AM OC"&dn RECORD COPY City of Sanford Building and Fire Prevention Product Approval 1 8 - 1 8 8 6 Permit # Specification aDINGS'n'.14F 0 PA Project Location Address- Anastacia Form T W?\3 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # include decimal) Description 1.Exterior Doors herma Truhema 'ru Swinging Ext. Door (front door) FL20461-R2 Swin in SlidindSlii Ml indowsMIWindows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional VWindsorMAutomatic Garage Doors -Sectional Ext. Door Dbl, single FL1508O.R3 Roll U ti Othert 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hung M1 Windows Frame Fixed Glass FL 18644.03 Fixed Awning Pass Through Projected Mullions M1 Windows M ullhons FL 18504.2 Wind Breaker Dual Action Oth r JUne 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. FL16544-R3 Storefronts Soffits Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 Underlayments Rhino Linings Corp Coatings FL21842-Rl Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium M-MI-2Off Ridge Vent FL19567-Rl Other June 2014 Category / Subcategory Manufacturer Product Description Flon'da Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll up Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components. Truss Plates FI-1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-RS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BIVIP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) JUne 2014