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576 Red Rose Ln - BR18-002395 (a) SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION : 8-1,0000579 BUILDING PERMITNUMBER: 18-10000579 DATE: June 27, 2018 " 3 UNIT ADDRESS:: RED ROSE LANE 576 21-19- 0-510-0000-2310 TRAFFIC ZONE:022JURISDICTION: SEC: TWP: RNG: SUR: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR T!ORRISON OF FL INC ADDRESS: 2600 TAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 576 RED ROSE LANE / THORNBROOKE PHASE 4 SFR TOTAL DUE w _ _ _TE UNIT CALC'UNIT ®_ _ - _ _ . WY " FEBBENEFIT TYPE DIS` I` SCHED RATE UNITS TYPE ROADS®ARTERIALS CO -WIDE ORD Single Fami1yy ROADS=COLLECTORS Housing N/ A 705.O0 1.000 dwl unit 705.00 Sin l F ily Housing.00 1.000 dwl unit. 00 FIRE ES. N/A 00 LIBRARY CO -WIDE CiRD Sincg le Family SCHOOLS Housin54. 00 1.000 dwl unit 54.00 SSingle Family CO-WYDE OR7 Houus ng 5,000.00 1.000 dwl unit 5,000.00 PARKS 00LAW ENFORCE. N/A DRAINAGE N/ A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE; ABOVE MENTIONED IMPACT FEES MUST BEEXERCISEDBYFILINGAWRITTENREESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTi7CERTIFICATEOF OCCUPAkYOk OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REpUIREMENTS OF THE COUNTY" LAND DEVELOPMENT CODE. COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THE; BUSINESS OFFICE: 1101 :EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNT' OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER.., AND SHOULD REFERENCE THE COUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATE .ABOVE Parcel ID Number: Prepared By Daphne Clark and Taylor Morrison Homes Return To 2600 Lake Lucien Drive, Suite 350 Maitland, Fl, 32751 I NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT,?3 / Legal Description: Thornb-rooke Phase according to the plat thereof, as recorded in Plat Bookj-_Page'?7 of the public records of Seminole County, Florida. Addresses C i1. _ --Sanford FL 2. General description of improvements: Single Family Home 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 6Surety: N, A. 7Lender: N.A. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by7l3.13(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. MA. M 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 Signature of Owner's Agent: /41 n Asa Wright lor Zrr ' m PaylorMorrison ofFlori Sworn to and subscribed before me this by John Asa who i rsonally known to me. Notary Public DA Clark My commission expires: 6/27/,111,9, Asa Wrightwrght who n n un Serial No. FF 2091 Si otary Signature: AL V tp U Applica Ajo'cumented Construction CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION t 1 tion No. Value: sllsz-A Job Address: C a Historic District: Yes [I No Parcel ID: )A 9-30- a kw.-0000- 3 ( 0 Residential Commercial Type of Work: New El Addition 0 AlterationepairEl DemoEl Changeoffisell MoveEl Description of or LOT NUMBER: Plan Review Contact Person: _Daphne Clark Title: Phone: _ 4QZ-257-Bq4QFax: Property Owner Information Naore TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City StateZip: MAITLAND FL32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOLITHFIALL LANE# 200 Fax: Chi ty,State Zip: MAITLAND FL.32751 State License No.: CBC1257462 Arch itect/Engineer Information Name: Phone: Street: MM082M Bonding Company: --_ NL Fax: In= E4ortgage Lender: Address: Address, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEKFY. 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 ot'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 peratit 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: 51 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 ofthe property of the requirements of Florida Lien Law, FS 713, The (..ity 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 he done in compliance with all applicable laws regulating construction and zoning. S!'?6ature of 0-omer/Agent Date s0fiature ofContractor/Agent TAYLOR MORRISO "'ORIDA INC JOHN ASA WRIGFV, nt Owner/Agent's Print Contractor/ATtt"N vl 111' DXCLWP7-- L'Ll/' 2TnaI)ate ofFkr,d,)' J- MY (G(MISSION # FF 2M08 U A. CIARK (PARES. June 27,2019 A(YCOWISSIONW0108 4, ffEXPIRES: JUr*27 , 2019eBOWNOgwpfpenS"k'- Owner/ Agent is.yFa Personally Known to Me or Contractor/Agent is YE Kno S PersonallywntoMe or Produced ID Nl&_ Type of ID Produced ID $UA--- Type of ID BELOW IS FOR OFFICE USE ONLY Pertnits1te,quired: BuildingGjElectrical[k Mechanicala Plumbinge Cas[:] R,ocifo ConstructionType: P Occupancy Use: 1' ood Zone: Total Sq Ft of Bldg: in. Occupancy Load: (-7 # of Stories:_Z Ki T A(0ED New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No [R # of Fleads Fire Alarm Permit: Yes [] No [2 APPROVALS: ZONING: 6,/%4 UTILITIES: WASTE WATER: ENGINEERING: qj! L Li , _ FIRE: BUILDING:-14E COMMENTS: Ok to construct single family home with setbacks and impervious area sit ownonIlia . Revise& June30, 2015 Permit Application PERMIT APPLICATION Application No.- - Iq . D 5615 Documented Construction Value: $ 1z I IJobAddress: 5 4 t-eo!-Gc' Historic District: Yes D No D Parcel ID: 19 0 Residential CommercialEl Type of or New 0 Addition El Alteration El RepairEl DemoEl Change of Use MoveEl Description of or LOT NUMBER: Plan Review Contact Person: _Daphne Clark Title: Phone: 4QZ-257-6q4Q_ Fax: Name TAOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTH ALL LANE # 200 - Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN A WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Enginner Information Name: Phone: M322M USMUM, ompany: __R/A IM Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CC) MME NCEMENTMAY 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 EMT 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 perfonned 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. FOC 105.3 Mall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTICE: In addition to the requirements of this it, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit 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 oft e foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. MEEMMMEM MM MM I MEMEMEEM I= Signature of Iq&ary-Sta4W I 'da DSignature of NoState of Florida .)ate . A. WMDate' WOOMMISSIONJIFF209108 EXPIRES: Jarto 27,2019 0- k QARK WCOWIS1140F' de80ndeJThm9vdp114obrvSorftSIONW2W108EXPIRES: June 27,2019 A4.6-wr 101e`Ar-8WPlN-bvs, Owner/Agentis _ yE& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID _NA_ Type of ID Produced ID _WA Type of ID BELOW IS FOR OFFICE USE ONLY Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes El No # of Heads Fire Alarm Permit: Yes [] NoE] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application a El Application for Right -of -Way Use for Driveway, Walkway & Landscapil1877 --11 Department of Planning & Development Services www,sanfordft,9ov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax407,688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the d' attachedconstructionplansapprovedaspartofthispermit, It does not approve any work within any other arrisdiction's right- iff-way, All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right- of -way and use shWl be provided or application could be delayed, Kww whan below. 1. Project Location/Address: 2, Proposed Activity: 16 Driveway ElWalkway 11 Other! 3, Schedule of Work, Start Date Completion Date Emergency Repairs 4, Brief Description of Work: Maintenance Responsibilitiestindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvementinstalled under this Agreement, This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto- Requester may, with written City authorization, remove said installationvmprovenrent fulty restoring the right-of-way to its previous condifion in the event that any future construction of roadways, utilities, stonrowcer facifities, or any general mairiterrance activities by the City becomes in conflict with the above permitted activity, the isemuftee shall remove, relocate and( orrepair 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 ma ntain the Improve- ment and area in accordance with previously stated criteria, or completely restore the nght-of-way to its previous condition, the City shall, after approloiate notice, restore the area to its previous condition at the Requesters expel me and, if necessary, file a lien on the Frequestor'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 councitpersons, agents, servants, or employees appointrol, 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, seffiernent, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly outof w connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its tenns. I hereby understand and agree to pay a!) city fees related to this application as required by the city's adopted Fee Resolution, vps Signature: Date: This pernlift shall be posted on the site during construction. Please call 407.688.6080, Ext. 540124 hours In advance to schedule a pro -pour Inspection. IPre -pour inspection by: Date: I M M eprember 2010 ROW Use Driveway,p4t SC PA Parcel View- 21-19-30-510-0000-23 10 http://parceldetaii.scpafl.org/Parce]Detailinfo,aspx?PID=2119305 100— Proart r Crd, ur Parcel: 21-19-30-510-0000-2310 Property Address: 576 RED ROSE LN SANFORD, FL 32771 Parcel info rtriation Parcel 21-19-30-510-0000-2310 Owner(s) TAYLOR MORRISON OF FL INC Property Address 576 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name jHORNfflRQ_QKRHAgjE t Tax District SI-SANFORD DOOR Use Code 00-VACANT RESIDENTIAL Value Summary 2018 WC Values Valuation Method Cost/ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag jqsY_, pj k A1M etYjLq-!! 40,000 Portability Adj 40 4040 40 40 Save Our Homes Adj $0 230231'232 2332341 Amendment I Adj $0 P&G Adj $0 Assessed Value $ 40,000 N) Tax Amount without SOH: 0 laxEs irngtor Save Our Homes Savings: 35Does NOT INCLUDE Non Ad Valorem M Seminole CountyGIS Legal Description LOT 231 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 40,000 0 Schools 40,000 0 City Sanford 40, 000 0 SJWM(Saint Johns Water Management) 40,000 0 Countv Bonds 40, 000 0 Sales Description Date Book Page Amount No Sales Qualified 1 of 2 5/23/2018, 10-158 AM WRAU-M UNIVERSAL ENGINEERING SCIENCES Cxcriiultants Ift Geotechnical Enginee6ng - EnvironrnentaG Sciences GeophysicM Services - Construction Materials Testing - Threshold lnst,wctborl Building Insfrection -blare Review - Building Code Administration 532 Maggie Blvd, Orlando, 32811 - P: 407.4210504 - F: 407.4213106 SMUMMM 1M UESProjectNo: 0110,1401008,0000 Workorder No: 9391856-2 Report Date: 7/17/2018 Client: Taylor Morrison of Florida, Incorporated UES Technician: Sammie Edwards 2600 Lake Lucien Drive Suite 350 Date Tested: 07/17/2018Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots. Sanford, Seminole County, FL 32771 Area Tested: 576 Red Rose Lane (Lot # 231) Material. Native Reference Daturn: 0 = Bottom of Footing TvDe of Test: Field: ASTM D-2937 Drive Cylinder Methoo Laboratory: ASTM D 1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test Maximum Dptimum Field Dry Field Soil Native De pth Pass No. A— Location of Test Range Density pef) Moisture I Density pcf) Moisture I Compaction inch) or Fail 6 North Footing 0-1 ft 105A 11,8 108.3 7.2 103 N/A Pas: 7 South Footing 1-2 ft 105.4 11.8 107.8 0 102 N/A Pas: 8 East Footing 1-2 ft 105A 11.8 109.5 8,8 104 N/A Pas! 9 South West Corner of Pad (TOF) 1-2 it 105A 11,8 108.9 6,2 103 N/A Pas! 10 Center of Pad (TOF) 2-3 It 105A 11,8 110,5 8,2 105 N/A Pas! Remarks: TOF= Top of nFill V-#, #h- Cr-kh-4 --fi- 11 --4 - -4-W-4 ES(,','R1PT'10N AS FURNISHED: Lot 237, THORNBROOKE PHASE 4, as recorded in P/at Book 81, Flages, o uIru 71, Put,)lic Records of Seminole County, Florida. E3 gs- OUNAR)" FORICERTIFIED TO: laylor Morrison of Floc Ido, Inc, I,) M 5 vl 5. 00' - A' P.C. _ _ - ;. 1.4'_ 10 WA A VENUE Dk/ W VARIES) A N89058'00 " E 40. 00' 16' LANDSCAPE & I WALL, FENCE ESMT, 19,80, LOT 231 15" 7' 14- 3' 8" RECESS rOR POCKET SLIDER FORMBOARO POUNDATION TOP OF FORMS 22.81' UTi SD LOT 232 Q) 5 0' 1 21, 3' 5.00' 25, 20' 25,20' 10' UTIL« ESMT. N 89058'00" E 40. 00' LOI 4,800 £r Q' p LIVING 1,467 S10 0: GARAGE 41,15 ; (.1, 1 ENTRY 71 SO" LANAI 1,39 so F' BREEZEWAY = N/A 50'p i DRIVEWAY = 403 S()F I, T-) 7 /-` I 1, -1 `1, A NE A/ C PAO = 18 0. f 50UTILITY & ACCESS R/W) TRACT I WALKWAY = 70 SQJ JW-UVVLOSUS- 54,6 17 6 SOD 2, 22 SQ'J'T78 SQJ I CG IF/ w = 423 S(),f I, APRON = 1t2 SQ.f'), IlROPOSE'D FINISHED SPOT GRADE ELEVATION _8OLLOLNG SEBACKS T SIDEWALK = 200 SQ. F I, PER DRAINAGE' PLANS SOD = III sol'i PROPOSED DRAINAGE FLOW FRONT 25' L07 GRADING TYPE A REAR 15' PROPOSE'D INFORMATION SHOWN AREA 5,223 5i i,f 1, SIr '130 , ) E &0' BASED ON SUPPLIED PLAN DRIVEWAY 515 PROPOSER FEPtRPLANS - 2ZS' SIDE CORNER = 10' ANDIOR INSTRUCTIONS PER SIDEWALK 270 Si 1 r FIROPOSED GRADE PER CONSTRUCTION PLAN t.tE NT NOT rIFID V ERIFIEQ SOD2 2 CO 7" Y' & ASS'0C IJV(" -- LAND ISSURVY!, Ir Sr4hID LEGEND 5400 E. COLONIAL DR, ORLANDO, FL- 32807 (407)-277-3232 rAX (407)--658-1436 R, AT PIUL. a POINT ON LINE. NOML I YFFTYPICALapRON POPE vRC, POINTDOf" REVERIOX CURVATURE I, THE UNDERSKINED DOES HEREDy CDpCpy N(AT His njRvEy NO ETS THESEANIANKSO; or pAARcDOE sCT Yom sy ME aoTuDA ROARP Or REN ROD E41 PO NT 0F CtMPOUND CURVATURE PROHDOSTONAL SUROE'eCRS AUP MAPPERS ON CHARTER W-17 FLORIDA ADAPNISTRATAV CODE PURSUANT rV SECTION 472N27, FLORIDA ?OAITIF.' L H CnNCkETC MONUMENT RAE RADIAL 2, UNLESS EUPOESSED VTDH SIAMOXFOR'S StONATURE AND ORIGINAL APPSED SM THIS SURVEY MAP OR COPIES ARE NOT VALID, 0 TO 'RE MAY 81,' ENTER R , XPONS NA, NON -RADIAL ARED EROP DOE WrOKAMATSON, ITTARAIDNIC THE SUMICYOM THE elm I Pwp WITNESS POINT F,2 TIF *RLR 4596 J. PUTS SURVEY ARE PREP C RECOVERED Of? SAELIONVNTS THAT APFECT THIS PR0JA,,?PC POINT Gr BECINMN' CAL C. CALCULATED 4, No LVDICACALOONS, IAPROADSOORTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. PERMANENT REFERENCEMONUMENTP(HNTVPCOHREOr — t EN NE FINISHED FLUOR ELEVATION D "ITS SURVEY C7 PREkARED RD FIX ME RONERT OF OHOAE CERITnED) To AND LONOULD NOT Be HELPED UPON By ANY OTHFR ENIf", PEEN SHOULDWOOOf, USED TO RErONSMUC MOUN , y C INTERLINE DUKXGNNSETBACKLWED. SJOWN FOR THE LN(OTOON Or Ik4pAVTyFMCNTS NO, r f CAN NON I O' 4""Sl"R' DSL, E 7, BEARINGS, ARt BASED ASSUVED DAPAT AND ON OHF UNE SHOWN AS f SF REAM G (OTRJ A 0BENCHMARKTOcv C'11M ASEMENTDACE KARING 8, STEVASCNO IF SHOWN, ARE WASER, ON TiATIONAL GECOETTO DARIN OF MA UNLESS FITHERWD'r NOTED, CORDFROFI' OF AUTHORIZATION NO 4696, CHAIN LINK FINCr vaou FLNC r cOwIpur CLOCK SCALE MINT OF CURVATURE P1,rsXUM OFTANGENCYPOTION DAIDUS PE07' PLAN 05- 21-208 5220- 113 ARC LENGTH RE rA FORM&OARD EAUNDATKINIELEVS. 07-20--2018 c NORTH IVS f3U/ L00LG,/F' R0PE-RTY DOES NAT LhEFUTHON 1aE ENrAtUISHED ISO, YEAR FLOOD PLANr AS PFR 'FIRM' TCJhI A, SECOOR R 4714 MNI: MAN j 12117C 0055 F JAMES W, Dc')T" , L. I i'fix Neighborhood: Lot #: Address: /ell City: State: Permit #: Square Footage: ORough in with Air Handler 0 Rough in no Air Handler El Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: % System CFM25 Square Eiu—cf —Leakage Location Pass or FailFootage— (CFM/100saft.) --- 777 2 3 4 5 Rating Company: SkyeTecO Rater Narne- Eric Goodwell Rater Signature: Inspection Date: 9570 Regency Square Blvd, Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 11,866.SKYETEC www.SkyeTec.com FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot233ThornbrookeAnastasiaGRS Builder Name: Taylor Morrison Street: 576 Red Rose Lane Permit Office: City, State, zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 6„ 58 2 3 9 5 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9, Wall Types(3137.2 sqft.) Insulation Area 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=110 b. Concrete Block - lot Insul, Exterior R=1 1,0 1375,90 ft2 3 Number Of units, if multiple family 1 c. Frame - Wood, Adjacent R=13e 24033 ft2 4. Number of Bedrooms 4 rl. N/A R= LIP 10. Ceiling Types (1481.0 scift Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=38,0 1481.00 ft' 6. Conditioned floor area above grade dt') 2582 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c, N/A R= ft2 11. Ducts R ft2 7. Windows(401,3 scift.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293A a, U-Factor: Dbl, U=0.34 32931 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SI iGC=031 b, U-Factor: Dbl, U=0,58 72.00 ft' 12 Cooling systerns kBtLA/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEERA6.00 b. Central Unit 25.2 SEER:16.00 c. U -Factor: N/A ft2 SHGC: 13. Floating systems kBtU/hr Efficiency rl. 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: 3.332 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems Floor Types (2582.0 sqft,) Insulation Area a. Electric Cap: 50 gallons EF: 0.950 a. Slab -On -Grade Edge Insulation R=O.O 1467.00 ft' b. Conservation features b, Floor Over Other Space R=0.0 1102.00 112 None c. other (see details) R= 13,00 ft2 15. Credits Pstat Glass/ Floor Area: 0.155 Total Proposed Modified Loads: 66.61 PASS TotalBaselineLeads- 77,48 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code, PREPARED BY: Before construction is completed DATE: 5116/18 this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes, with the Florida Energy Code. WE OWNER/ AGENT: BUILDING OFFICIAL' r - DATE: DATE: - Ai Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/ 16/2018 4:30 PM EnergyGaugr,, Of USA - RaRes2017 Section R405.4,1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot233ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name. Taylor Morrison Rotate Angle: 0 Street: 576 Red Rose Lane Permit Office: Cross Ventilation: No county: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Terns Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_'ORLANDO_..lNTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Bloclo? 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage 2nd Floor ---- ---- 13 ft2 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft2 0,37 0 0.63 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft!' Medium 0.85 N O.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 1480 ft' y N 5/16/2018 4,30 PM EnergyGaUge6) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING ft Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 ft-' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft2 0A1 Wood ALL Adjacent Cavity Width Height Sheathing Framing Solar BelowV9OmtToWallTypeSpaceR-Value Ft In Ft In Area R-Value Fraction Absor. GradelY. 1 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270,0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280,0 W 0 0 0,6 0 3 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 5081 ft2 0 0 0,6 0 5 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270,0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 f12 0 0 0,6 0 7 SW Exterior Concrete Block - Int Insul 1 at Floor 11 4 11 9 4 45.9 ft2 0 0 0,6 0 8 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0,6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 11 52 6 9 4 490.0 ft2 0 0 06 0 Garage Frame - Wood 1st Floor 13 25 9 9 4 240,3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 wood 1st Floor None 25 2 8 6 8 17,8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation lot Shade Screening I N 1 Vinyl Low-E Double Yes 0.34 0.31 N 30,0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None 2 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in I ft 0 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 N 2 Metal Low E Double Yes 0,58 0,32 N 72,0 ft' 11 ft 0 in 0 ft 0 in None None 5 E 3 Vinyl Low-E Double Yes 034 0,31 IN 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 39A 111 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 S 5 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 it' 1 ft 0 in I ft 0 in Drapes/blinds None 8 W 8 Vinyl Low-E Double Yes 0,34 0,31 N 6.0 ft' 1 it 0 in 1 ft 0 in Drapes/blinds None 9 W 8 Vinyl Low-E Double Yes 0,34 0.31 N 15,0 ft' 1 it 0 in 1 it 0 in Drapes/blinds None 10 W 9 Vinyl Low-E Double Yes 0.34 031 N 53 ft2 1 it 0 in 11 ft 8 in Drapes/blinds None 11 W 9 Vinyl Low-E Double Yes 0.34 031 N 12.8 fF 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 W 9 Vinyl Low•E Double Yes 0.34 0.31 IN 38.5 ft2 1 it 0 in 11 ft 8 in Drapes/blinds None 13 S 5 Vinyl Low-E Double Yes 034 0.31 N 15.0 ft2 1 it 0 in 3 it 0 in Drapes/blinds None 5116/2018 4:30 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 fP 64 ft 8 ft INFILTRATION Scope Method SLA CFM 50 FLA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 28521 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block bracts I Electric Heat Pump/ Split HSPF:8,4999 21,8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SNR Bioek Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 syS#1 2 Central Unit/ Split SEER: 16 25.2 kBtLj/hr Cirri 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location BE Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62,3 gal 120 deg None SOLAR HOT WATER SYSTEESECCollectorStorage Cert # Company Name System Model 4 Collector Model # Area Volume FEE None None fV DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Va[Lje Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 293A ft Attic 73.35 it Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 223 fP 2nd Floor 55.75 ft Default Leakage 2nd Floor (Default) (Default) 2 2 5/1612018 4:30 PM EnergyGaUge(h) USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: coolin J Feb Mar` An, yy Jun JU i Aug Sep Oct Nov Dec JanHeatingnnq FebXj M Z, Xj Apr Mal Junrj Juri Augxl Sepri Xj 0ct NovH DecdVentingJanFebXMarAprMayJunJulAugSepOctXNovDec 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 (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/16/2018 4:30 PM FmgyGauge(R) USA - RaRes2017 Section R405,41 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD I 1 . New construction or existing Z Single family or multiple family 3. Number Of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows— Description a. U-Factor: Dbl, U=034 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=1 10 b. Concrete Block - Int Insul, Exterior R=1 1 .O 1 c, Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. N/A R= Area c. N/A R= 32931 ft2 11, Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AN: 2nd Floor 72. 00 fF HE am 3. 332 ft. 0. 312 Insulation Area R= O.O 1467.00 112 R= 0.0 1102.00 fill R= 1100 ft2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building onstruction through the above energy saving features which will be installed (or exceede/ in this home before final inspection. Otherwise, a new EPIL Display Card will be completed— Wased on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Area 1521. 00 fp 1375, 90 ft2 240. 33 ft2 ft2 Area 1481, 00 ft2 ft2 ft2 R ft2 6 293-4 6 223 kBtu/ hr Efficiency 25. 2 SEER:16.00 25. 2 SEER:16.00 MR, 0003> 1— -(JAE Sr4 2, C.) A" LUUIJz, IJPPU1 L7r" 77111 71 777 inu r-1711yjkjauge vrel) Site at enef-gygauge.com ior InforliFIRM, certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. 5/ 16/2018 4:30 PM EnergyGauge(-a USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Job: Lor231 Thorn bropokeAn... Manual S Compliance Report Date: 5/16/18 WING. Ott COROMM6 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407,333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: Taylor Morrison 576 Red Rose Lane, Sanford, FL 32771 ti144111"'(11 MITI Design Conditions Outdoor design DB: 92,5'F Sensible gain: 16704 Btuh Entering coil DB: 77.4"F Outdoor design W13- 76.30F Latent gain: 3803 Btuh Entering coil WB: 63,70F Indoor design DR: 75VF Total gain- 20507 Btuh Indoor RH: 50% Estimated airflow: 840 of rn W-MmmM- or, =OttM', W, W-MffMv Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity, 17565 Btuh 105% of load Latent capacity: 5131 Btuh 135% of load Total capacity: 22696 Btuh 111% of load SHR: 77% n 10 ECIO P_ Design Conditions Outdoor design D13- 41 TIF Heat loss: 16767 Btuh Entering coil DB 69,OOF Indoor design DB: 70.00F I I 1! 1 11 ii i 1 1! i 1 5 1 11 i I i I l 1! 1 p• 1! reoTuffffow Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UI-iE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22106 Btuh 132% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 101 %of load Temp. rise: 19 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-May 16 16 29 18 1, "1 1111111111-111,'', Right-Si,iiteGtJnive(sil2Ol8lBOl:3RS(,124011 Page 1 astas,aCGRSA 0231 I'Yiori)bropolkc An,,istasi„,iCGRS,rtip Calc - MJ8 I louse facetS DEL -AIR Manual S Compliance Report Job: Lot23lThornbropokeAn... Date: 5/16/1810-HEATMG AM CONMMMMS ahu 2 By: JA 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 576 Red Rose Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.50F Sensible gain: 16900 Btuh Entering coil DB: 78.01F Outdoor design WB: 763'F Latent gain: 2943 Btuh Entering coil WB: 6&90F Indoor design DB: 75.00F Total gain, 19843 Btuh Indoor RH- 50% Estimated airflow: 840 cfm Equipment type, Split ASH P Manufacturer: Lennox Actual airflow: 840 cfm Sensible capacity- 18924 Btuh Latent capacity: 3858 Btuh Total capacity.- 22782 Brun Design Conditions Outdoor design DB: 41 .7'F Indoor design DB: 70.0°F Equipment type: Split ASHP ril iriiv Model: 14HPX-024-230-21+CBA27UHE-024-230*++TDR 112% of load 131% of load 115%ofload SHR: 83% Heat loss: 13375 Stun Entering coil DB: 69.011F Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22114 Btuh 165% of load Capacity balance: 29 "F Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup eqUiprnellt type: Elec strip Manufacturer: Model: Actual airflow- 840 cfm Output capacity: 3.5 kVV 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-May-16 16 29 18 Right &OeU Universal 2018 18 0 13 FSU24011 Page 2 rup Calc M,18 House Jaces IRComponent Constructions Job* Lo1231'rhornbropokeArt.., DEL -A Date: 5/16/18 11111TWO -AM MWWWO Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phcrne 40T333,2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM mom For: Taylor Morrison 576 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (T) - Wet bulb (*F) - Wind speed (mph) 15.0 Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (grub) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces aAMMSMEEK1=- 0 b 28 18 30 50 1,5 46.4 M 7,7 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft, Bluh/fV IF "I-IF/PiO NOW fth Bluhfftl Mlh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int trash, 2"x4" wood tnn, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext no ins, 8" ink, 1/2" gypsum board int finsh Partitions 12C-Osw: Fran wall, r-13 care ins, 1/2" gypsum board int trash, 2"x4" wood frni, 16" o,c. Stan Windows 2A-2riv: 2 glazing, cir low-e outr, air gas, vni firni mat, cir innr, 1/4" gap. 1/8" thk; NFRC rated (SFiGC=0,31); I ft overhang (5 ft window ht, 1 ft Sep.), 6.67 ft head fit 2A-2omd: 2 glazing, clr low-e; outr, air gas, rntl no brk firm mat, Fir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window lit, 0 fit sep.), 6.67 ft head ht 2A-2ow 2 glazing, cir low-e outr, air gas, vnl frm mat, Fir innr, 1/4" p( ap, 1/8" thk; NFRC rated (SHGC=0.31); 501% drapes, medium; I ft overhang (6.3 ft window tit, 11.67 It sep.); 6,67 ft head ht 2A-2ov: 2 glazing, cir low-o outr, air gas, ON trin mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC= 0,31); 1 ft overhang (5 ft window ht, 3 It sep.); 6,67 ft head ht a 200 0.091 13.0 2,58 515 2.34 469 a 461 0M-1 110 2.58 1186 2.34 1079 S 240 0.091 13.0 2.58 618 2.34 562 W 470 0.091 13,0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 234 3210 n 150 0,095 7.5 2.69 402 1.67 249 e 470 0M5 7.5 2.69 1263 1.67 783 a 51 0.095 7.5 2.69 138 1,67 86 Sol 24 0.095 7.5 2.69 63 1.67 39 W 433 0,095 7.5 2,69 1163 1.67 721 all 1127 0.095 7.5 2,69 3030 1.67 1879 222 0,091 110 2.58 572 1,44 320 n 30 0,340 0 9.62 289 12.4 373 11 40 0.340 0 9.62 385 12.4 497 e 30 0.340 0 9,62 289 35.7 1072 S 15 0340 0 9.62 144 12.6 189 W 15 0,340 0 9.62 144 35.7 536 all 130 0.340 0 9.62 1251 20.5 2668 n 72 0.580 0 16.4 1182 16.8 1213 n 58 0.340 0 9.62 561 10,6 617 e 39 0340 0 9,62 374 30.4 1180 w 39 0.340 0 9.62 374 30.4 1180 all 136 0,340 0 9.62 1308 21.9 2976 a 15 0.340 0 9.62 144 13.2 198 vvrightsoft, 2018-May-16 16 29 18 14 1."'."'."'I" "" __ _1 Right-SuiN,4) Urfivprsaf 2018 18,0 13 RSU24011 Page IOCCKnsti,,iaCGRStot23lThor,ibropokeAfiastasiaCGRSrup Calc MJ8 Housefaces S 1OC-v: 2 glazing, cIr Iow-e outr, air gas, vnl frm mat, c Ir mar, 1/4" gap, sw 23 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10 ft overhang (8 ft window ht, 033 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 1/8" ink; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl turn mat, clr innr, 1/4" gap, w 5 0.340 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, cir low-e outr, air gas, vnl turn mat, cir innr, 1/4" gap, w 13 0340 1/8" ink; NFRC rated (SHGC=0,31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head [it Doors 11 DO: Door, wd sc type n 18 OMO Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1482 0.026 gypsum board hat frish Floors 20P-19t: Fir floor, frail fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 9.62 218 7.41 168 0 9.62 58 35.7 214 0 9.62 51 30.4 160 0 9,62 125 30.4 393 0 MO 202 12.0 220 38.0 0.74 1090 1.15 1705 Mo 1.41 18 0.71 9 0 28.0 4126 0 0 wrightsc3ift' 2018-May-16 16:29:18 Right-StjileOs Universal 2018 18,0,13 RSU24011 Page 2AOCK .,.astasiaCGRS\I.ot2311tiortibropokeAnastasiaCGRS rup calls = MJ8 House faces S Component Constructions Job: Lot231ThornbropokeAn.,, J9,DEL-AIR Date: 5116/18 HEATING - AM CONDR110MING ahu 1 By: JA 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 576 Red Rose Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46,4 Dry bulb (OF) 42 93 Infiltration: Daily range (IF) - 17 M Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Gig HTM Gain ft^ Nuh/ft' 63rjh/ft-1 Bluh suh/fV Btu h Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" ink, 1/2" gypsurn 11 150 0,095 7.5 2,69 402 1.67 249 board int rush e 470 0,095 7.5 2.69 1263 1.67 783 s 51 0.095 7.5 2.69 138 1,67 86 Sw 24 0.)95 T5 2,69 63 1.67 39 w 433 0,095 7.5 2.69 1163 1.67 721 all 1127 0.095 7.5 2.69 3030 1,67 1879 Partitions 12C-0sw: Frmwall, r-13 cas, iris, 112" gypsum board int finsh, 2"x4" wood frm, 16" ox. stud Windows 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" rink; NFRC rated (SHGC=0,32); 11 ft overhang (8 ft window lit, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-o outr, air gas, vril trm mat, cir innr, 1/4" gap, n 1/8" ink; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft a overhang (6,3 ft window ht, 11.67 it sep,), 6,67 ft head ht At all 10C-v: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0,31); 50% drapes, niediurn; 10 it overhang (8 it window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, ant frm mat, cir innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, rnediUrn, I ft overhang (3.17 It window ht, 11.67 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-r) outr, air gas, ant irm mat, cir innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0,31); 50% drapes, medium; I ft overhang (4,2 It window ht, 11.67 it sep.); 6.67 ft head rit 222 0.091 13,0 2.58 572 1.44 320 72 0.580 0 16.4 1182 16,8 1213 58 0.340 0 9.62 561 10.6 617 39 0340 0 9.62 374 30.4 1180 39 0.340 0 9.62 374 30.4 1180 136 0,340 0 9.62 1308 21.9 2976 23 0,340 0 9.62 218 7.41 168 5 0.340 0 9.62 51 30.4 160 13 0,340 0 9.62 125 30.4 393 Doors 11 DO: Door, wd so type n 18 0.390 0 11.0 202 12.0 220 Fk wrightsoft2018-May-16 16,29 18 Right Suite@ Universal 2018 18 0 13 RSU240n Page 3 astasia(, GRS\I.)t23IThoi,ribropc keAnastasiaCGRS rt4) Calc MJ8 House faces S Ceilings 16CFI-38ad: Attic ceiling, asphalt shingles roof mat, r-38 soil ills, 1/2" 12 0.026 gypsum board int tnsh Floors 22A-tp1: 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 Fk wrightsoft, 2018-May-1616 29:18 Righl-SuileO Oniv(Nsat 2018 18 0 13 RSL124011 Page 4 astasiaGGRS LW31 Thorvibrof)ekeAtiistasieiCGRS rup Calc, _MJ8 House faces S Component Constructions Job: Lot231ThornbropokeAn._ GDELA Date: 5/16/18IR HEATING, AVI ONDITHOUNG ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phom 407-333-2665 Fax: 407 333-3853 Web: WWW.DEI--AIR.COM For: Taylor Morrison 576 Red Rose Lane, Sanford, FL 32771 uki honiitmifi Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature ('F) 70 75 Elevation: 95 It Design TD (IF) 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 (IF) - 17 M Method Simplified Wet bulb (IF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Instal R Htg HTM Loss CIg HTM Gain it, Btu h/fV-T ft' 'F/Bhjh Btuh/fV` 13tu h B10011 Btu h Walls 12C-Osw! Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 200 0,091 110 2,58 515 2,34 469 trash, 2"x4" wood frm, 16" o.c. stud a 461 0,091 13,0 2.58 1186 2,34 1079 s 240 0.091 13,0 2.58 618 2,34 562 w 470 0.091 13,0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2,58 3528 2,34 3210 Windows 2A-2ov: 2 glazing, clr low-e 01.11r, air gas, AM firm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,31); 1 If overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outc air gas, vril turn niat, cir inrir, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,31); 1 ft overhang (5 ft window ht, 3 it sego.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, ant frm mat, cir innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31); I it overhang (3 ft window ht, I ft sap.); &67 If head ht M MMIM o 30 0.340 0 9.62 289 12A 373 11 40 0.340 0 9.62 385 12A 497 e 30 0340 0 9,62 289 351 1072 a 15 0.340 0 9.62 144 12.6 189 w 15 0340 0 9.62 144 353 536 all 130 0340 0 M2 1251 20.5 2668 a 15 0,340 0 9,62 144 132 198 W 6 0340 0 9.62 58 351 214 16CR-38a& Attic ceiling, asphalt shingles roof mat, r-38 ceil iris, 1/2" 1469 OM6 38.0 0.74 1081 1,15 1690 gypsurn board int fresh Floors 20P- 19t: Fir floor, frni fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1 Al 18 0r71 9 wrightsrorft- 2018-May 16 16,29 18 Right -Suit e0 Universal 2018 18 0 13 RSU24011 Page 5 aslasraCORS\10231ThixE rib? opoireAnaslasiaCGR S rUP Calc - MJ8 House faces S Job: Lot231Thorn bropokeAn... QDEL-AIR Project Summary Date: 5/16/18 RATZ - Am cottriomma Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phwie: 40T333-2665 Fax: 407 333,3853 Web: WWW,DEL-AIR.COM For: TaOr Morrison 57 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA LS 6/1 1 7 t A LS 9/2 Jr: Orlando Intl AR FL, US Winter Design 68AMI/8;9A Summer Design Conditions Outside db 42 'F Outside db 93 F Inside db 70 OF Inside db 75 OF Design TD 28 'F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22611 Btuh Structure 22136 Btuh Ducts 7531 Btuh Ducts 11425 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Brun Equipment load 30142 Btuh Use manufacturer's data Y Rate/ swing multi fier Equipment load 1. 00 33561 Btuh InfiltrationsensibleMethod Simplified Latent Cooling Equipment Load Sizing ConstructionqualityAverageFireplaces 0 Structure 4164 Btuh Ducts 2582 Btuh Central vent (0 cfm) 0 Brun Heating Cool in Area ( ft2) 22 22 Equipment latent load 6746 Btuh Volume ( W) 26929 26929 Air changes/hour 0.41 021 Equipment Total load (Sen+Lat) 40307 Btuh Equiv. AVF (cfm) 184 94 Reg. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- May-1616 2918 Righl- SuitvO Universal 2018 18 0 13 RS1 24011 Page I i, tasi,,i(,,,CRS"t-ot23IThrxrrib?()pr)kc,,Ariasta.,;iiC,GRS rup Calc = MJ8 House faces, S A IR roPject Summary Job: LM2317rhornbropokeAn... Date: 5/16/18 HERTING - AIR COWNTIONWO ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, Fl. 32771 Phone: 407 333 2665 Fax: 407-333 3853 Web: WWW.DEL-AIR.COM For: TMor Morrison 57 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA LS 6/14/17 A LS 9/2V"1A1* Orlando Intl AR FL, US Winter Design Aailt/8;4A Summer Design Conditions Outside db 42 'IF Outside db 93 IF Inside do 70 'IF Inside do 75 OF Design TD 28 OF Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 13534 Btuh Ducts 3234 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Brun Piping 0 Btuh Equipment load 16767 Btuh Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Hearin Coot lg146 12 13706 13706 0.38 0.20 87 45 Heating Equipment Summary Make Lennox Trade LENNOX Model 14HPX-024-230-21 A H R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: Structure 12025 Btuh Ducts 4678 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 16704 Btuh Structure 2608 Btuh Ducts 1196 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 3803 Btuh Make Lennox Trade LENNOX Cond 14HPX-024-230-21 Coil CBA27UHE-024-230*++T r DR AHRI ref 10258598 8.5 FiSF3F Efficiency 115 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 471F Latent cooling 6300 Btuh 24 IF Total cooling 25200 Stun 840 cfm Actual air flow 840 cfm 0.050 cfm/Btuh Air flow factor 0.050 cfm/Btuh 0.30 in 1120 Static pressure 0.30 in H2O Load sensible heat ratio 0.81 Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4&- v%rriuht!rc>ft- 2018 May 16 16 29 18 Right-SuiteO Umverml 2018 18 0 13 RSU24011 Page 2 Calc MJ8 House faces: S Job: Lot231 Thorn bropokeAn DEL -AIR Project Summary Date: 5/16/18 a h u 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: T%lor Morrison 57 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA LS 6/1/17t A I LS9/2 X: Orlando Intl AP, FL, US Winter Desi Aaijj/8AJA Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9078 Btuh Structure 10139 Binh Ducts 4297 Binh Ducts 6761 Binh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Etch Equipment load 13375 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Infiltration Equipment sensible load 16900 Btuh Method Simplified Latent Cooling Equipment Load Sizing ConstructionqualityAverageFireplaces 0 Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling pone) Area (fr2) ill 1115 Equipment latent load 2943 Btuh Volume ( ft3) 13223 13223 Air changes/hour 0.44 0,22 Equipment Total Load (Sen+Lat) 19843 Btuh Equiv. AVF (cfm) 97 49 Reg. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-2,1 AHRI ref 10258598 Coil CBA27UFiE-024-230*++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13,5 EER, 16 SEER Heating input Sensible cooling 18900 Brun Heating output 21800 Btuh @ 47'F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Binh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 030 in H2O Static pressure 0,30 in H2O Space thermostat Load sensible heat ratio 0,85 Capacity balance point = 29 OF Backup: Input ,- 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, VVri9t1t:: SC).Vt'' 2018 May - 16 16 29 18 Righl-& A( Universal 2018 18,0 13 RSU24011 Page 3 ACCK aFtasiaGGRS'11 ot231 FliornP)ropokmAriastasia(,,GRS.nip Cale = MJ8 House faces S DEL -AIR Right-JO Worksheet MATUM - m cownw" Entire House DEL -AIR HEATING & AIR CRNDITIONING 531 CODISCO WAY, SANFORD, F1 32771 om 407-333-2665 Fax 407 333-3853 Web: WWW,DEL AIR.COM Jo b: L ot231 Tho rn b ro pokeAn ast a. Vate: 5/16/18 Calculat J 8th E6 g jt 2018-May-16 16 29 18 Suttekfl) Oniversal 2018 18 0 13 RSU24011 Page I ls ti ii,,iCC RS tot23ITliorribropokeAii-istasiiC(.,RF mp Calc MJ8 HOUSe, NICeS S DEL -AIR Right-JO Worksheel WATUM AM NUMMIMM Entire House DEL -AIR HEATING & AIR CRNDITIONING 531 CODISCO WAY, SANFORD, FL. 32771 one: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot231 Thorn bropokeAnasta... Date: 5/16/18 By: JA Calculations al J 8th Ed 2018 May-16 16 29 18 Rlght-SUlWM Universal 2018 18 0,13 RSU24011 Page 2 ast".1slaCGRS,L0231 I hornbropokeAnastasiaCGRS rup Calc > SIM House faces S AR -IRight-JO Worksheet GDEL ahu1 DEL-AIR HEATING & AIR CONDITIONING 531 CODISCOWAY, SANFORD, Fl. 32771 Phone: 407-333-2665 Fax: 407-333-3853 WebWWW.DEL-AIR.COM Job: Lot 231 Thorn b ro p okeA n asta. Date: 5/16/ 18 By: JA Calculations I J 8th Ed. 29 18 Right- Suite(Rl Universal 2018 18 0 13 RSU24011 S 2018-May, 16 16 Pw e 3 sls lasiaCGRS'lot23lThor ibroLI >okeAriastasizlCGRS P Caic MJ8Hoarseac s s RDEL-AIR Right-JO Worksheet MATM w emmmm ahu 1 DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 fhoneA07-3332665 Fax:407-333-3853 WebWWW.DEL-Alll.COM Job: Lot231 Thorn bropokeAnasta,- Date: 5116/18 By: JA Calculat 8th Ed, 2018 May 16 16 29:18 Right & nte(M Universal 2018 18 0 13 RSU24011 Page 4 Calc = M,18 Hou,"faces S r 'DEL -AIR Right-J@ Worksheetl4ammcmwnmuoahu1 DEL -AIR HEATING &AIR CqNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL AIR.COM Job: Lot231 ThornbropokeAnasta... Date: 5/16/18 rMl Calculations 8th Ed, 2018 May-16 16 29 18 Righl-SuiloO Universal 2018 18 0,13 RS1124011 Page 5 wtasiaCGRS\Lot231 1-hor,ibropokeAri,istasi;aC(,RS rUp CaIC = MJ8 House faces: S i I 10DEL-AIR Right-JO Worksheet P.Mcowaff"m 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: LoWiThornbropokeAnasta_ Date: 5/16/18 Caleal J 8th Ed, 2018- May-16 16 29 18 RiqhloUlte@Universal201818013RSU24011pa( e 6 asu l CGRSl_ol231 )'hornlhropokeAnaslasiaCGRS rup Cale, MJ8 House faces S DEL -AIR Rigt-JO Worksheet MATM - AM CUM"OMM ahu 1 DEL - AIR HEATING & AIR 32771 CONDITION 531 CODISCO WAY, SANFORD, FL Phone 407-333NI-26659111:407-3353 Wb WWW.DEL-AIR COM Job: Lot231 Thorn bropokeAn asta... Date: 5/ 16/18 By: JA Calc al J 8th Ed 2018-May- 16 16 29 18 Right -Swl( Al) Univefsal 2018 18 0 13 RSU24011 Flage 7 92 astasiaCGRSIoI231 ThornbropokoAnwtasiaCGRS rup Calc , MJ8 House faces S 44j.,'IDEL-AIR Right-JO Worksheet wArm w rAMM"Ns ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD. Fl. 32771 Phone: 407-333-2665 Fax: 407-333-3853 W(4): WWW.DEI--AIR.COM Job: Lot231 Thorn bropokeAnasta... Date: 5/16/18 By: JA Calculations 8th Ed. 44- 2018 May 16 16:29 18 Right SuifeO Universal 2018 18,0 13 RSU24011 flaqe 8 stasiaGGRI, LoFhm 1231obropokeAnaslastaC(IRS rup Calc - MJ8 House faces S DEL -AIR Right-JO Worksheeti ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, H. 32771 Phone: 407-333 2665 Fax: 407-333 3853 Web: WWW.DEL-AlR,C0M Job: Lot231 The rnbro po keAn asta Date: 5/16/18 M Calc jai J 8th Ed. Righl-SuitpM) Universal 2018 18 013 RS024011 Page 9 Z 2018Vay-16 16,29 18 K , astasaaCGRSLo1231 ThorribropokeAriasta.>i,aC(,R,; up Calc MJ8 House faces S J DEL -AIR Right-JO Worksheet MATM, AM CM"UMNII 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: Lot231 Th o rn bro po keA n asta, Date: 5/16/18 MIIIIIIIIIIIIIMI Calaulatiarls a raved b ACCA to rvreet aEl re uirctnents at Manual J 8th Ed. 2018-May-16 16 29 18RightSuileRUniversal201818013RSU24011Page10 AstasiaCGRSA,w2311 hornbropokeAnastastaCGRS mp Calc , MJ8 House faces, S DEL -AIR Right-J@ Worksheet MATM, AM tworlums ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, Ft. 32771 Phone: 407-333-2665 Fax: 407-3313853 Wer WWW DEL-AIR.COM Job: Lot231 Thorn bro p o keAn asta-. Date: 5/16/18 Calc al J 8th Ed. 2018-%,y 16 16 29,18 Right-SwfteO Universil 2018 18 O 13 RSU24011 Page 11Z* ,Z ls /r\': aCGRS\1 01231 IliortiL)sopokeAri,,,iFtasiaCGRS rup Calc , MJ8 House. faces S QDEL-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: LoMlThornbropokeAnasta_ Date: 5/16/18 Calc al J 8th E± F» 20MMay-16 16 29A8 Riqht-Sud(*, Unnvcmsa 2018 18 0 13 RSU24011 Page 12 sUisi C(,-RS kota1TmnbromasGRS FLIP Calc MJ8 Housefaces S irWDEL-AIR Right-J@ Worksheet WAnW - AM CVN"WMG ahu 2 DEL -AIR HEATING & AIR CONDITIONIN 531 CODISCO W". SANFORD, FL 32771 Phone 407-333-2665911: 407-333 3853 Web: WWW,DEL-AIR.COM Job: Lot231 Thorn bropokeAn asta... Date: 5/16/18 By: JA Calculations al J 8th Ed 2018 May 16 16 29 18 Right SwilcxM Universal 2018 18 0 13 6RSU24011 Paw, 13 istastiCCRS',,Lot2;ill-horf)buo,D<)keAnnsiisi,,iCGRS rup Cale - MJ8 House faces S Job: 1_0n231"rhornbropokeAG` DEL -AIR Duct System Summary Date: 5/16/18 MTING,, AM 00HUNTIONING ahu 1 By: JA DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, Ft. 32771 Phone 407-333 2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 576 Red Rose Lane, Sanford, FL 32771 Heating Cooling External static pressure 0.30 in H2O O.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure OA20 0.120 in H2O 0.120 0.120 in H2O Lowest friction rate 0.148 in/100ft O. 148 in/1 00ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 162 ft Design Htg Clg Design Diarn H x W Duct Actual Ftg.Eqv Name ( Btuh) cfm) cfm) FR in) in) Matt Ln (ft) Ln (ft) Trunk dining rin c 2458 61 124 0.196 6.0 Ox 0 VlFx 27.1 95.0 SO farnily un h 4323 217 169 OA83 8.0 Ox 0 V1Fx 362 95.0 SO kitchen C 3077 145 155 0,212 8.0 Ox 0 VlFx 18.0 95.O SO mstr b0i h 1062 53 16 0.160 5.0 Ox 0 VlFx 40.3 110.0 st3 rmtr irn h 4219 211 138 0.148 9.0 Ox 0 VlFx 52.0 11(]L0 st3 rnstr WC C 6 0 0 0.163 4.0 Ox 0 VlFx 37.5 110,0 st3 mstf wic C 6 0 0 0159 4.0 Ox 0 VlFx 41.1 110.0 st3 pantry C 6 0 0 0.209 4.0 Ox 0 VlFx 19.6 95.0 stl pwdr h 1108 55 31 0.199 5.0 Ox 0 VlFx 25,5 95.0 SO study C 2480 63 125 0.164 0 Ox 0 V1 Fx 362 110.0 st3 UN c 1637 34 I 82 0.199 5.0 Ox 0 VlFx 25.5 95.0 SO i______ j Trunk Htg Clg Design Veloc Diarn H x W Duct Name ' Type (cfm) (cfm) FR (f pm) (in) (in) Material Trunk st3 Peak AVF 328 279 0.148 417 12.0 0 x 0 VinlFlx stl SO Peak AVF 840 840 0,148 602 16.0 0 X 0 VinlFix wrightsoft" 2018-May-16 16 29 20 I - - 1 -11 1 11,-, Right-SuileQ), Umversal 2018 18,0,13 RSU24011 Page 1 astasiiCCtIS' Lc)t231rhofnbfopokeAfiastasiaCGRIrL)p Calcz MJ8 HOUSefiaces S Cyy s e s 4f tiifti r}_ r{ i 1 y ;i s r 3 y t i 4..r ............ 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Grille Stud/Joist Size (in) Opening (in) l .. s Right SurteO Universal 2018 18 0.13 6Rsy024011 Page 2 astasiaC GR,' LW231 Ch©rrihrrpakeArrastasiaC GRS_rup C,alc = MJ8 Meuse faces: S Job: LoMlThornbropokeAn 2CODEL-AIR Duct System Summary Date: 5/16/18 HEATWO - AM CONWIDWO ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 WebWWW.DEL-AIR.COM For: Taylor Morrison 576 Red Rose Lane, Sanford, FL 32771 Heating Cooling External static presSUre 0.30 in H20 0,30 in H20 PresSUre losses 0,06 in H20 0,06 in H20 Available static pressure U4 in H20 0,24 in H20 Supply / return available presSUre 0.120 0.120 in H20 0.120 0120 in F120 Lowest friction rate 0202 in/100ft 0202 in/ 1 00ft Actual air flow 840 cf rn 840 of rn Total effective length (TEL) 119 ft D Actual Ftg, Eqv h) Ln (ft) Ln (ft) btlo 2 c 964 42 Ox 0 lFx 5,5 loth 3 h 768 48 Ox 0 VlFx 7.1 loft C 2564 2•Ox 0 VlFx 33.0 open to below h 1424 89 78 0.274 6.0 Ox 0 VlFx 175 open to below -A h 1424 89 78 0.286 6.0 Ox 0 VlFx 1140 an 2 h 2936 184 151 0,270 8,0 Ox 0 VlFx I&S rm 3 h 1760 ill 103 0206 6,0 Ox 0 VlFx 31,5 rra A wic h 497 31 20 0,202 4O Ox 0 VlFx 337 rm 4 c 3373 139 168 U81 7 ' 01 Ox 0 V1 Fx 15,5 stairs c 718 34 36 0.306 6.0 Ox 0 VlFx 8.6 Flip Duct Material z. H x W Stud/Joist Duct in) Opening (in) Matt Ox 0 VlFx fk wrightsoft", 2018 May 16 16 29 20 Right- SuitKjA) Universal 2018 18,0 13 RSU24011 Page 3 ACCK ... rup Calc = M,18 House faces S TABLE 402.4.1.1 J PONE Project Name: Lot233ThorribrookeAnastasiaGRS Builderldarne: Taylor Morrison Street: 576 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: Ft_, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air harder shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. riot be used as 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 carriers 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 Rini joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall he 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 fine shafts opening to exterior or unconditioned s ace shall be sealed. Batts In narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as, Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that or) installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electricapphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAG 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 riot be used to fill voids LaL=&a j=_x, a. In addition, inspection of log walls shall be in accordance with the Provisions of [CC-400, 5/16/2018 4:30 PM EnergyGauge@ USA FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 residential Simu d Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405,3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 0 Mandatory Requirements (five pages) El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402. 4, 1 . I - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5116/2018 4:30M PM EnergyGauge,(0) - 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: I.ot233TI)orribrookeAiiastasiaGRS Builder Name: Taylor Morrison Street: 576 Red Rose Lane Permit Office: City, State, Zip: Sanford , Fl- , 32771 Permit Number: Design Localism Ft., Orlando Jurisdictiom 691500 Cond, Floor Area:: 2582 sq,ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n' R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017, 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-201 7 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system, R402AA .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 rneaSUrev 1 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 Testing shall be conducted by either 1,11iE S0 performance results demonstrate compliance individuals as defined in Section ji with Florida Energy Code requirements in 553.993(5) or (7), Florida Statutes or accordance with Section R402.4,1.2. J Iindividualslicensedassetforthin "ti40 Section 489. 1 05(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. Fluffliffitwilliv.11TITIM DATE: BUILDING OFFICIAL: DATE: 5/16/2018 4:30 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Ot) ADDRESS: 576 Red Rose Lane Permit Number: Sanford , FL , 32771 MCOM 1 [01IT "10 1 in10 & Vi R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402,41 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. R402.4,11.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1, I 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 all- 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), (9) 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, rnakeup 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 fight -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 fight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4,3 Fenestration air leakagdlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/rn2), when tested according to NFRC 400 or AADIA/ WDMA/CSA 101d.S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 5116/2018 430 PM EnergyGauge(P) USA, FlaRes2017 - FBC 6th Edition (2017) Cornplia page 1 of 5 R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide corribustion 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 file 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-& Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 arid 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 [C-rated and labeled as having an air leakage rate riot more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pat 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, R443,11,11 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating arid coaling syste 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 plenurn chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code arid shall be shown to meet duct tightness criteria below. I Duct tightness shall be verified by testing in accordance with ANSURESNEVICC 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 d), 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 Fed across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pat across the entire system, including the manufacturer's air handier enclosure. Registers shall be taped or otherwise sealed during the test. 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 WE (I YC) shall be insulated to a minimum of R-1 R403,41 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. Manuel 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 riot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired ternperature 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 systerns shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy, 5/16/2018 4:30 PM EnergyGaugeO) USA - FlaRes2017 .. FBC 61h Edition (2017) Cornplian Page 2 of 5 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 minimurn 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 dornestic hot water production are rated by the annua, I 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 Systerns. 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 Systern and Component Test Protocol. Collectors in installed solar water -heating systerns 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 BLIikling 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 systern 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. I. 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. 1 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-I I 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 affec tct equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroorn 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 MINIMUM EFFICACY aAIRFLOW RATE MAXIMUIV CFM) CFMNVA'TT) CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cirrivivatt 90 Bathroorn, r.rtility room 90 2.8 cfm1watt Any For Sl: 1 cfm = 28.3 L/min. a When tested in accordance with HAI Standard 916 5/16/2018 4 30 PM EnergyGaUge(P) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 R403.7.11,11 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. 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2, When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7A .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 riot 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. I . 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 . 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. 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) Show- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the systern when the pavement ternperature is above 50'F (I O'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4-8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters, The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403,10.2 Time switches, Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.110.3 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 beat 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 2 1,56, Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/16/2018 4 30 PM EnergyGauge(k) USA - RaReW017 - FBC 6th Edition (2017) Cornplia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a rninimurn COP of 4.0 when tested in accordance with Al1Rl 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure cornpliarice. Geothermal swimming pool heat pumps are not required to meet this standard. R403,11 Portable spas (Mandatoryllra energy consumption of electric- powered portable spas shall be controlled by the requirements of APSP-14, 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 Wares shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1,11 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/16/2018 4,30 PM EnerqyGauge(,) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TYPICALMASONRY i WINDOW SC14ED LE S 3cWINDOWWIDTHSrns 9: F—o D maTMS n 33 i T Y CEILING SE ON s: 1 , l p akS' s a, •i-y ' 4 CALI. 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CCU, --------------------------- IJ 5a5 AW M'&.ATa Wvg' -R z COqiL 101.6 1-d 7 17 3C.6 1-1 OUT N, I —ide C', 170 12 r.Q 7' 12.6 1.— BEDROOM Z— X20 'ON V15,<v —4j", 1p, 18.:o4- tf.", .,D, zg 141602A t. ew, LiR.t Pest ed I ae,c,t .on do— t, h,bl= o r_j, P Nuiore 6 96PNGI G/ m mi— JCDCuz L I Rating z A L; 4 - z - 3: q z E uj M F— < 5' -'j 5 < C: Ist h ve a inlr— cIec—ve 04 A inches around the Wr hand,er per the State Energy I cn 0- -1 V) 0 0 C ,qy coo A' duct he. —6 lns.lat o —We, THORNBROOKE S.F. LOT 231 HOUSE TYPE. ANASTASIA WITH OPTIONS: GARAGE SINK WATER SOFTENER SHOWER ILO TUB BATH 3Al m 2ND FLOOR U:-1 F 9 w .. t .. m ~-. n#vim T - ... _ " • _ 3 WASTEST - : l _ : DESCRIPTION AS FURNISHED: Lot 231, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Po es 70 thru 71, Public Records of Seminole County, Florida, PLOT PLAN FORICERTIFIED TO: Taylor Morrison of Florida, Inc, 2311 ju,"I 11 4 3 YY WALK b T N 89058 '00 " E 40, 00' ED ROUE 1AXE 50' UTILITY & ACCESS R/W) TRACT I AT 89"58'00 " E 40, 00' 16' LANDSCAPE &I WALL, FENCE qSMT. 19.80' m8g, Im L0 PROPOSED RESIDENCE MODEL. ANASTASIA 2 CAR GARACE RIGHT aw z, 5. 0' ENTRY 21,3' 16 * DRIVE 2520 .20' 4,0#,U LIVING 1,467 Si* SQ.FT. GARAGE 455 SQ.FT. ENTRY 71 SQ.Fr LANAI 139 SQFT BREEZEWAY- NIA SQ1rr DRIVEWAY 4o3 Sarr AIC PAD 18 SQ,FF, WALKWAY 70 SQ,FT, IMPERVIOUS - 54,6 x 2,622 SQ.FT RIW = 423 SOXT, 5'Olx PROPOSED - FINISHED SPOT GRADE ELEVA77ON APRON = 112 SQ.FT. PER DRAINAGE PLANS RQjQLbLQ _SETBACKS: *PLOT PLAN ONLY* SIDEWALK = 200 SQ.FT, r"ft PROPOSED DRAINAGE FLOW FRONT 25' (NOT A SURVEY) SOD _ ill SQ.FT, LOT GRACING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA — 5,223 SQJT PROPOSED F.`. PER PLANS IDE - &0, BASED ON SUPPLIED PLAN DRIVEWAY — 515 SQ,rT. S PROPOSED GRADE PER CONSTRUCTION PLAN + SL SIDECORNER — 10' ANDIOR INSTRUCTIONS PER SIDEWALK - 270 SQ F CLIENT NOT FIELD VER1 CRUSEYYHEEM? - SCOTT & ASSOC, INC - 1,AiVDSURVEYORS LEGEND LEGEPOINT ON LINE ND P PLAT 5400 E. COLONIAL OR,ORLANDO, FL. 32807 (407)-277-,3232 FAX (407)-658-1436 PID., F FIELD ITO m TYPICAL RATES: IF IRAN PIPE PRIC p POINT OF REVERSE CURVATURE T. THE UNDERSIONFU GRIDS HEREBY CONIFY THAT THIS SERVES MEETS THE STANDARDS OF PRACTICE OFF FORTH BY INC FLORIDA OWD OF IS: « IRON ROD P.C.C. wPOINT Or CONFOUND "VATURE PROFIDECOBAL ROSTreaRs ANO LkTPERS Of CHARTER W-t7 FLORIDA ADMINSMITWE CODE PURSUANT TO SECTRA' 472,02Y, FLORIDA STATUES Lim, CONCRETEMONUMENTRAG, RADIAL 2. UNLESS C4801$10 BYTH SISI'VEYORS SIONATUREAND ORRIVAL ANSED SEAL. THIS SURVEY MAP OR COPIES ARE Nor VAUD SET I.R. 1/2' IR, A/*Ll 4596 AR. RED RADIAL 1 THIS SIDNEY WAS PREPARED FROM CTLr WrORMATION FURNISHED TO INC SURVRFON THERE MAY BE OTHER RESIRMUIONS REC. RECOVEREDV.P.RITZ$ POINT OR EASEVIENTS TWT ASPECT THIS PROPERTY. POD POINTOFBEGIhNiNaCALL. CALCULATED P.C. etmr 4. NO UN -GROUND IMPROVEMENIS HAW BEEN LOCANU) UNLESS SHOWN. SHOW ZPOINTOFCOMMNYPP. PERMANENT REFERENCE MONUMENT t m CENTERLINE r,NTERLINErrFINISHCDFLOOR ELEVATION 6, THIS SURVEY IS PREPARED FOR THE SOLE BENENT Or THOSE CERTIFIEDTO ANN SHOULD NOT BE RIVED UPON BY ANY OTHER ENTRY N%D MAIL & DISK OSL' BUILDING SETBACK LINE & SAACONONS SHOWN FOR INC LOCATION Or IMPROVEMENTS HER ON SHOULD NOT SC USED TO RECONSTRUCT BOUNDARY ONES,. RI'd RIGHT- OF-WAY RM, IONCHAARX 7, SCARONIS, ARE EASED ASSUMED DATUM AND ON THE ONE SHOWN AS a4Sr &&kRwC (98) ES2 EASEMENT SASEKARIMCHAINDRAINAGEB. a"ANONS, N' SHOWN, ABC IIASED ON NATION41, GCOLICITS DATUM OF 102C UNLESS OTHERWtIr NOTED, UTIL, UTILITY P. CCRIVICAIE OF AUTWORNATZON Na. 4595, CLIFC, CHAIN LINK LEGAL ULM VIEW FENCE CONCRETE KMCK SCALE-- 120 DRAWN BY P.C.. POINT OF CURVATURE pjPOINT OF TANGENCY CER77FIE0 By: DATE OROER Na RESL' DESCRIPTION -------- RADIUS PLOT PLAN 05-21- 2018 L ARC LENGTH D DELTACCHORDC. B. CHORD REARING NCIRTM THIS BUILDINGIPROPERTY voEs,Nor UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "EVER' WRIJSE NMR R.L.S. 14714 SCOTT TOM L ZONE 1XIMAP I 12117C0055 F JAIES # 4801 STATE CERT,LIC EC13003715 77-777-0-':' iffigh ''iffli ELECTRICAL SERVICES, INC, HOLDER: JOSEPH STRADA 3400 St Johns Powy NEC 2011 1FBC 107 SANFORD. FL 877-906-1113 wilSTRA1 ELECTRIC - SECURITY UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS LARGEST LOAD: HEAT PUMPS WiSUPPLEMENTAL HEAT 15572j Heat Pump and Heat Strips on logethef,@100%. Square feet living area 2585 3 eoltlam 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Over 0 Cocktop 0 Microwave I IWO Dryer 1 5000 Disposal 1 500 Pool a mist Miss TOTAL OTHER LOAD E_—=3=4355 FIRST I9KVA@100% 10,000 REMAINDER -@ 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35=314 VA/ 240V0LTS=E147:__= SIZE r----------------- ---- I ----- RECOMMENDED 200 MINIMUM PER 150 1SERVICESIZE: NEC i TON STY KW 2 4032 10000 6500 0 2,5 5040 10000 6500 a 3[ 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 110 KVS SETUP 8160 10000 6500 0 0 4308333 AC EP1 35,5 12 2,95833 TON QTY Kiley 2990 5000 3250 0 21 4032 5000 3250 7282 5 5040 5000 3250 8290 3 5280 5000 3250 0 3. 5 6168 5000 3250 0 4 6888 5000 3250 0 5N816050003250ofPOOL PREWRES, ' QTY AMPS 60 0 loot 2401 01 I Note: To's Load Cats is base on the information provided by the builder, The recommended service size isill be installed leaving sufficient usage forfurture horneoviner, 3- 19'—A` ik'—t' 0 PRIORDONOTCUTORALTERTRUSSESWITHOUTCONSENTOFTHISOFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL" SERVICE CONTRACTORSDEPARTMENTATCARPENTER TILE ROOF 6 HEEL,4-3/j 0 PLUMB CU 12 r3l4g SUMOOR INCLUMMAW WALL HT, BASED ON 9'-4" A.F.F. I 1-0ij4i: 2'—O* i hI, 1) bbe. z) mb. s) m tm ipwin it ze air 4) P. Y X Ds O..d d4 W.W Noting IV at W be VdW # a of X ROOF LOADING SCHEDULE TOLL20 PSFTOOL17PSF BOLL * PSF BODL 10 PSF TOTAL 47 PSF DURATION 1,25 W€ND D E= 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE — RESIDENTIAL CAT H VAND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 0.2 PSF FBC SIGN C i 2017 I 2014 T sr i , . x?svxce v i a5, 7—#4 axi xr= a ,nkwz.x.x s .3 i sez s P ses h trers 2b d aidzsowil7€+R'g}±€ :ujent hott ,:P,c=rdiace FLOOR LOADING SCHEDL T = PSF T = 10 PSF BCOL = 5 PSF T( iTAL = 55 PSF THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE O. OF TRUSSES. ENGINEERED TRUSS DRAwNGs AND Total Truss Quantity = 17S 14LI hIL-1 Y. Model/Building: 2 /2 Lot: 231 Block: Address: JobNumber: Revision Date: New Load R/01 CARPENTER CONTRACTORS OF , FLORIDA3900AVENUEG. N.W. WINTER HAVEN, El STRONGEACK BRIDGING 'UUTDEIINES FOR ROOC TRUSSES 1.'b OVa -REPAR15 FROM V019ViER INPUT 0 -AD5 A DiKNSIONS) 5.041-TU3 BY ICAS MIR StrongboCK Bridging 30celinez 'or Roof Trusses st,onGtac< or-,dgiro; for roof trusses is not a reqclrement of ANSI-TPI 1 2002 butt is a strongly recommended guldc7`ne Dy Carpenter Contractors o' Ame,ica. It serves the following two furctlons: Brictaing a7.,igns the OD*tom, chords after they are set so theyare -W,i'orri along the ceiling line. This, in turn helps mi,Wlze wavy cWlngs' after the Installation of driwail, 2) Bridging helps 'planing -out' the traosiltioral or rellative de" e of PdJacent trusses due to an offset in SPVS, either case. strcrqDack bridging should not be attachedtoaijacpinttrussesthatreed6bejackedintoplace' more can N rch, Strongbask bridging In roof trusses does not serve as temporary or permanent Gracing and Is not intended to help distribute or share sas4gr. loads cetweer, trusses. Consequently, no design, lcdc,s have been accounted for with thlS Cetall ana continuous strongtacN bridalng should not be attached D6tweeo '0WOn aria girder trusses that have more than 'A inch differeWal deflection. Z-RONG-ACK S SHOULD BE ATTACHED' -0 BALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS STRONGBACKS SHALL BE A MIMINMUM OF 2X6, AND SHALL BEE ATTACKEDw174A, MINIMUM OF T-REE 16, COMMON OR (3) C.133 A 31' GUN NAILS TO A 2X4 YERTICAL WEB MEMBER Tne graphic showr or, this Theta-1 Is for generic "luetrative purposes so,y, The exact -i-atlon of strcrogback bridging w-11, oe specified by Carpenter Contractors of Arerlca. The use of stroiStack Dridliln-, shall In no way interfere wit, any other design consvleratlons specified by TIie tng'neer Of Reco-d or BOIld'ng Desg-er. The railing requlraa:e"ts shown are coislotent with ANS111ol 1-23,02 for stronqovck Lridlglng. N,T.S -Not To Scale) Design Grit: TPI-2j1,2(5T0),;7BC LT TYP, _Wave Cq1RT=1,O0'I.251/10(0 7 31 11 it An MOM X11sif 111-T*1T1*-- , !- 1 -11 -11- - T- No, 62212 P i `4 IN OF Sib!`SaiMkig Cs sx .xr I. Haim (Cor F- 33a44 1- Jumwnum, —fT JillI TC LL PSF REF R081 48357 C DL PSF DATE 07/28/09 BC DL PSF DRW HrusRoai 0920939-8 BC LL PSF HC-ENG DR/DR OT. LD PSFF AR36 DURJAC, FROM SPACING i JREF- 170081Z18 C Simpson Strong-rie"Wood Construction Connector HU/HUC/HSUR/L T J HU and HUC droducls are he friGo-r-,ouni josiha,vjers made from '14-gauge, galvanized steel. I ho f iiJCin a concicalod flange (facc, flanges turned in) version of the HU I 1U is available wit! i Leith flanges concealed, provided the W dimension is 21o6" or greater, at 100% of the table load. S" xsJ1Y, lluc I C; is available with one flange consoahA when the W dirnc,skw is kss than 9-/-,f," at 100% of tne tahk.,, load. r Material: 4 gauge Finish: Gativinized; /MAX'' and stainless, steel available Installation: Drill ffieifb"-diaineter h.* to the specified en-bednien' dqAh talus It Alternatively,, drill the Y,6"-diarneter hole to the specified eynbedment death and hFov if Clean usinlo con,prio',,wri air, Caution: Overnized-diarneter holo,,; in the base, material will reduce or (Arniriate ffi, Neilock of the threads with the biise rnate,ial and en il reduce the anchor's loa- 1 raioaoity, A j 1A"', A minimum end an' edge distance of 1 /,i' is require(. Options: Codes: See p. 14 to,, Code Reference Key Chart EMEEMMM r HU214 M HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall go PSON HU/HIUC/IHSUR/LI Hangers (cont.) Waro, iuct' a "a, ailoir wtf iAl i I, m4 c. ire ,so [ f( Avd,rw, ( o' fx mr , Iflvnafion , S',e p. 1 ,-L EM KA nim 2500 Dd and r rill muoYXr PJ 3. "M kg, ur,fy c"a, Ramvg,smghtur 1,,t 4,,,rr,,uak,d 2" m(Y- frC wiz#-,'X' are 1 lot Stock ile,,-s. c 280 UPDATED 04117117 HU/HUC/HSUR/L Hangers (cont.) 10 1Nsa pmouc .s ore, mAnbk,, , th a IcA o,vA r—os,,on :-,,,.r moms infi—nMion. Sel, p, I S. 1 Upi ft kad,t aavo .t.rf. irinheasvc hN +_art-hQ'Jake, or wind, atrrXizll, vvM no it Ohm n,-onst ..alk),mid; m"' Imum f", 53C 3 Whe' oqfyuletnn Nd, ' X' '5r' nol slock ifems 281 UPDATED 04117117 in Simpsion Strong -riot Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers 4qav 5$ r# This product ripreferable to similarcanneries; because mof a) easier installation, b) higher loads, c) lower o installed cost, or a Combination of these features. All hanger s in 9 is ,air ies have, dotA)b shea, n HATig — an innovaliOn that d45bibutiss the load 1hough lw,) Poinis on eadi joist mail 'oar greater strength, This allnwc for fewer nail," aster mstallaUon, and the use of all common nails for .he, Brame confe' ct:on' Jjangut: j rarilT fiorn the, fight capacity LUS 1-angem le thr" hp het cap city I if hangers, For medium load fi uss appkations, the MUS offers a ksmet coot altornative aner easilr nntAlation than i,ie I It JS of T1 iA hargots, whik, providing ire Aw load cap3cftyarxi beannq than tile LU& H,',t K) 1-ongers pravidr,sirnilm as tAr"I JS '6)4Ari-shnaf hangers, but Choy use. SirmxonStrong-Tie'" Siong-Driver'SDS leavy-Duty Conrector screws instead rat nails fcr faster and inslakabm In addition, tho Strong-Dr;11101 SDS Heav-,-Ekify C,onn,wror scnovshelp tranrifer the load hrtvv,nri the of the supp(ning 9tider othen they plc,,notrate allpks. Material: Sao fablos on aft, ?36--237 Finish: Gatvarized. productsavotlia') L in stairlkcss P O Oa orZMAX" coafinn: se (' rr, s,)r InfoimaVon, pp. 15-18, Installation: t I'ne all sl'Wf"i"ifyi ""ev, General Nntes. NwV must be drIven at an angist 11vaugh 'ho jost or lim, if-im the hoad(i toachieve ffin lablo 2xs for 4xs i_a_ j 10 W LUS28 ig HUS21 0 fl PJS26, HUS,', P, arid 14,140S surular) TyprCle HUS26 Installationwith Reduced Heel Height Truss Desrqnar to provide raslorita quantin, fir cormoi.',firtt4 muffiple me mbeis I m m io m ME simpson strong-ne 1 Wood Construction Conn tots LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) T %,E, p'uouct me, amaLnk. wrthadddior at corr oon Theo fo, nAkk_Oov wdi theS'onp-Dwe' rr"'If'Ann, For mom ir*ynA!ion, n. i 8Pr (',)mccllcllr screw. r fo. rry,,re mao,me_ ron, sex" table, U-4ow Note: r(,, hlumoilea[ , talk:, nek tIAL ul, p. _13F. HHUS/HGUS See, f ianger Options informatior, onpp. 1,,' 1—?23, HHUS — Sloped and/or Skewed Seat HK tf' , han, pers nary heskemei to maxirymmof 45and/orslopnd in a maxirm rn of 4' I car skoo4 curly, rnaxin, it irr, allowable demeik)ad is ofthen t'ible load Fotwi!, or 4opedara skeweo ham gers, the maximurn atmablv downk)ad ts0,6!, WtNtatI land Uplift loajs for slope d,skewed a,,mdifion,,,, are 0,72 or the taNe kxvd, not to exc eed. t1,475 It,. The ptst mtAt be hevol-Gut to allow for double sl=,em na ling HGUS — Skewed Seat W;t JS hnngers, can lY,, skemod ank, to a maximm of 45". Allowahhl lifads are: HGUS Seat Width Joist Down Lead Uplift W < 2' Sot r"Ire, cl t 0'( 32 of table lo",)d 046 of tatAe Viad W < 2' Be'vol out 0, 12 of table load 0.46of tat)L, load 2" < W < 6" Bevel Cut ().85 of table, load 0A ! of table koad 2" < W < 6' Square cut 0,43 of table load 0,41 cA table load W > 6' Bevel cant 0.85 of tat-Ae knead M! of tabk,, lozid MENEM Top ViewHHUS Hanger Skewed Right Joist must be bovel cL;t) All oast nails installed on the OiJtSifke WK110 m Face -Mount Hangers INQe -Ojjca,, are jo,tilabjoett C$JtlOrial corrosor, PF Tljs,_, raxucls are aprcvad foi nst-AlMaWhe Siro"I-Drrvet Gon-ector scow. See pp. 3,19-43 for mme, pmta(,,T,oT% FOF -11°(,-, v,ic=aron, .AU.. p. 18. SE, I -jpUf LaJs h-wancen f,,,,i wnd or ENut',quakc hadirf] wIth rIC fanhcf 1117'rea"re npowmi. Re,,., Jca Where o^ne, hads gyn'C"'I. w', J 3. voumrn hf,, A heg", ihcvvn,3 reaxfxJ .n .A Ulbk, hads, For thar, rTa"min h,o- A h ng s,* tw-Jincal bwt,hr, T,',,-REPHEJA at sUongtie-com, 4. TIUSS N_,,,d cooss-gr3h ju,si(,,, n may I mrt hkwzUe, Lads in aux)rdarrca wr ANS11TH ,07Sir 7p,o,n Soung-I eG)"no,,-,Gr Sek,Gtur &vfavjaar"AAP, th,3evatlalnrl levISIOr ft,,, hanner all,hla loals, add,,or al5, S mosom St,org-Tie l I-" IR)ra;- (.-)r vvel SDS --eav,,,A)uTy Connectorstnmr arc, perrnit lcc toIx mAcc thouqh pba,a , as, approve d by thc,'Truss Dtr oqf,r,,r, ,)Y(,)vdr,,d the requ ium,,vs ;5 ANS11', * IISe,-,tkyis1.5.3.4 anj vc, mm mqu,ed Ihmugh ',hophw LOng I to may, njm of %a' bit). 6. SNim -Dnve SDS lioay-Duly Confoeto, revs th'a panetfate, A Gib Co ql th," 1",S1 Iri.0") 0 ay kci to, u,""ed lo Iarjfoq 1,atj-,,00,,,n 61 tht, pk,-, M t s,Inporfi, , vde,. 9 Vran Strang-lAc. SDS -ieiay-Wty Sr"loms do no,oemtraw Ark"'rf rho oL,00ror!rnq g akr t"um, Inncnu ZorvrS at ttx., haNx", kw" U-ns maybe r(quf, n\ Ir"'; lmrv-,ttNlthe kild 10 f"e truz rAcs rN_)t {Oet~akra by ti-P bsre, 8:1,erxas, as ckdejmri,,d Ld, rro, i .' MTK_q. 7, the F—pty)l figgrdor truss rrw't havcadeq}roe tXkness to a_'( orririAorJx.o me s-,emr kmwh, sc, that tho, ac'C'N COCS I)Ct I CATUJC OLAthr, back Y he A Conl1witof "C'ems gu,fE.,, 3'- c, 4 1,,'A) SDS t (ea%b,-D S Hwvy-DutyC,,'orr)cC!or sr xas wqi- no1"ad rcA,cNmc S.Loadsshown n we 2xcarrytrg .-ember for mAxi ham, m,m, WrIh 3x -,a,ryn j rT* RTIX rS, U60 !Co x 2`irak,, anti`,TIv, rlrvvielamil I 6,d I cnrn,ons hro area MOswith ro Lac e,-jix,,,kun. Wth srnqla mombrar, L4,e 'iOd x IV,' nak, tWo ffib Vrader w a IUd GOrTWX)r)S rMOINO us:, and rwjce the foodto 0.64 o' the toble vAtre, f. Nails: 160 : 0. Iff? der. x 3,,1 krrA pp, nlvr re andnfomvalkyt. is BE r M Em sim-Psain Strong-PeA Wood Construction Carinscttars The, HT11 face-rYlOUnt truss hanger has trial patterns deVtned spenficolly for shallow heel hPighis, so that tnil allowaL)je lossis (with rrinit-nurnnailing) apply lo, heel heights as low as 31,V'. MinirnUrn and 'naximury 1) 4,1ling options proviar, ricAi vions., for varying heel heights and end conditions. Alternate allowable. loads are provided for gaps between the end at the truss and 'he varrywy ulerUber jis to',x" max. ro allow for greater construction tolerances. ( fusiXitnUr'n gap for standard allowable, loads is %" per AS"i V, D1 761 and D714 7). Soir, technical bulletin TC-HANGE R7,APS at strongtiecom for nore into, malion. Material; 16 gauge Finish: GAvanizied Installation: I ) so all sperified fasteners: sers (en,,ral Noise Can be installod filling rok ind holes only, or filling round and rnangle holes for niaximuin values See atternale, installation fiorapiplications using the I IT J26 or).,) 2x4 cirl/inq morni)(i WU28 or f1i r,210 on a 2)di carrying wernher for addfionoi , ifolift capac ty Options: R) maybe skewed tip to(Wh', See Hangar Ore ions on p. 239 for allowable loads. Codes: See, p. 1-1 for (rode Releiencie Key E I= truss and carrying merinber Alternate Installation — HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member rce, 'v2` rnaximiirn gap, (I IR.12 10 sioular) se Afte! nato Adoas-iblu Loads) OFhes'a product' s aporoved fc ir,stL&-ion with, Tne Slro[), -Dihse,'S ) Corn(,'C'3 r solo, 1, S cepo- 39---,C, for rnuio nlorn)atlon, Standard Allowable Loads ( 1/8" MaxiMUM Hanger Gap) I.Tnernaximufnrrija9P r can is rinussurod between the joist (or rruGs) ena ard the cnn-,Wc Minimum t gel lv, iyhLs uyu rc ;cr ;,.II .,kale loots u e t,ase:ra ,,n , ,inimum 3, Uplift has been im.reFsad cy wind or aaa !,-ajtaak,-, Lai with no fjrthor incr,ease-it owen; redi,ce wirere. other loam goverr, 4,W,r,(,, N6')' is a Jnwnlnareling. f. For hangei goiss, bErlvjeeilAxid ' b", U.5,C the Altnn,atre /glowable, Loads. B,Tnlr,,n,,I,olrd rrcvs,Iran le,rsioi) rn,vizoij-, alnwsh loads i,ace,)rcsnce wfrANF-1 7PI S.-Iftvjar(l,irrliul9esthe e,., aiit)tor,ofc, ross-grair,lensior)ini',sli,i,)ger, affomck, loads. For contact sirrpson Stivi g-Tie, 7. Loads shcwr% we based s viiniiTiurn 2-Ply 2xi-Anying mernber. For angk, 2x carrying nrianbGrs, use N10 (100 x VY) nails, Ir RD the head«.x ando redLrC;e, the aks,aible download to 0. 0 of the table value, The Afrwable uplint o 1 00qoT the tack,, load. 8. Nails: 16c - W62' di- ' x Th" long, Itd = 0.148" - tea. x 3' king, I Dd x I'Y = M, A3'dia. x I 1, 11lo,q. S'se PP. 26-27 for other nail S,170s 7ind Wnrm3t, n, am Face -Mount Truss Hanger (cont.) PF 11 ezm." ploducts are eop,oved rut ,utallafion With t')e St,ong-Dwel SD tu, ",JeW, Flee rF., 39-10 !Or 1110re, Alternate Installation Table for 2x4 and 2x6 Carrying Member Sro- t ahk ohovt9 tor onensvyt, and add fnnal footnolee A. Nails: 6d - O, 1612' dia, x 36' hnn, I (!,,Jx 0, 148' da, x 1 Maxim 'jm tian,'Ov eyit) fo, bo akern—e Tnstallahor is ',6'. SoSoo,pn, 26-2 7 for ,A ,r nail s zes and niot in,,t& rn. 3,Wn-f 0 C,,,) is st downhd oating. Alternate Allowable Loads (112" Maximum Hanger (map) a-e 'IL'k, fc'j,t,C te, "r, P. Options: Sexi Hanger Options mbrmiation tin opt 121-123, Skewed Seat Skewabk: up 'o 671vir', Amixhbk, it i Agle gird 2-ply sve, No bevel CUt W104ed, Allowable Leads for Skewed HTU [dangers I.Upkfl, IoadS hava boen rirea,,dd for wrid rj 1 MdXiMU"' wnci, yJsP btMe"'n Ond of jois(Vuss) and f3c'eol as sOke, loading wth no timther increase c"I'Ning. S A% 4. Nails: IGO 0, 1G2' diu. x k)rq, 1 0dx 116 - 0, 148' r1h, x I hrq, U, we,,,I. e' h,c* wl,w, otrer? korit, 9,,rvern, 2, Abormanle dcmilowm, rn;,ey - nt ne in eo?ect I a, i — 0, 14s, , iv,, x 3kong, Sep pp, 2(-2 t for crtnpr naI sE. ee a 101' hfnt maInn, 1 I MR ilruwflm Adjustable Truss Hangers kERWV2,*E,& Y This product is preferable to similar connectors because stag easier installation, te) higher loads, c) lower installed cost, or a combination of these features. The F1 4A series have extra long straps that can be fieki-formed to giVe height adjUShablity and top flange hanger convenience, THA hangers can bo inntalled as too flange or faco-nn-o int hat igcr-a. I I IA4x and Tt IA2x-2 inodels feature a dense nail pattern in the tatraps, which ptovides more installation options and allows for easy top flange installation" Material: See, fable, Finish: Gialvanued, Some prod tots available in ZM.AX- coaling aeo Gorroqciin Information, pp. 15- 18. Installation: Use all spec itact fasteners: see Generd Notes, The following installation methods may be used: Top Flange Installation — Thestraps nit st ho fidd formed cover he header - see bable for mminium top flange reqUirements. Install lop and fat',o nails according to the tai `&). Tep nails shall not he within 1/4" from the edge of the top flange rner-oher,". For the I F IA29, nals used for joist ahactirnunt nest be driven at an angib'SO that the b(tHatraki through tlo cut uOr of the foist and into the header. I rq all other for) flange installations, straighten the: dol n10 shear nailing tabs and install the nails, Straight into the joist. Face Mount Installation — Installall face nails acccodinc to the table, Net all nail holes will be fillod on all i nodoL t of bxxiels when-,, 1hroa are, more nail holes than tequered, 'Inelowest fors finoe, nolog roust be filled, Nails used for the ioist attachment rarest be driver) at an angle so that they poretrate though file corne? Of ths, JOISt into the heads. Alternate Installation — The IHA 4x hangers rnay he irislalled in a for) flame configuration using the tabulated, fasteraas for auda0w) ae tho iretalliolion loads. Install the tabulated face nails intc tetra face and top of the carrying member. Nails used for ffie joist attachrriontrixist he driven, at an angle so that they penetrate through the CGrr,Or of the joist ,nto the header" Uplift -- Lowest tace, nails MUSt lX' filled to achieve uplift loads. Options: T1 ira, hangers a,Valafrlct w4h if re header flanges fiinied in for 3e, e" (except I IiA413) and larger, with rio- load reduction - order 1, 11AG hianour, Codes: Fee p. 14 for Code Refierence Key Chart Doubk- Fe-tear Dojhle- Nailing ShearSideView; Nalinc Do no, TOP \iew 4 bond ran tar 1111As422THA42221- 2 THA426- 2 01111THAG422 Face nei'sTop nails per table, per table 2Wnir 14'WiTHA422- and HA426a so THA418 Lounk 42 U. toll table value Wangle 4x2 - See, footnote, I the double Labs and install I irata the Joist TypicalTHA Top Flange Installation on a Nailer except I I IA,19) INSIMM Dome ut, DoL-SheatNa fngSido Vew A'ai" M*to'3 somertroxia's) C Ct1, S, I I a Icr115, 60 3.58C1-go 0 IN,o THA29 M 4 top nails Total} Straighten the double shsiar nailing taus and install nails straght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Milil,itlpiom PW TIHA/THAC Adjustable Truss Hangers (cont.) ft 1, csc 3of wakahh m'h artm uon4 ccmoson rrnec"'On, ! m mm- , "o'n"Mor) 'x P. 1K M CS c0 m or wndr,t W" r 'tak`c,srq 10d x It," wp mils and (2? 16d face nails wtn .,ducaJ allowable Uads as nowd: I'l IA41 ' &-,1 IA4$2: 1,4 15 lc. fcrr OF /SF 1,215 PN fo, SPF, T! 41426: 2.245 lln, far DFSI 1 ,,30 lb. pr 71 Wf??-:',THA426-2 2,34b lh," f,,r DF/Sl, 2,0',, Ih, for ';T`F, I ooctsam,baser, on hanga, )*ANhlcns at pnel povn, 4. 1 wo-mounlinstall it,on IO'Aa am pa.d+d on r, nm,.jm et ,11-ply 2x rarrynC, Mf¢mber. I orsirgle','x narryrng USO 1 Cd x 1 !6' nal, hfn rho ca-y'hq :,omba, and tabulated fa,tcr,o s into thc czrm(,A mombw, and use 0.80 of Ihe tar+, vabfor 18 gCrUge, anri 0.68 of the table, value for 16 gauge and 14 gau e. Q_ mn, k"p I L"oo roklrs In then ramum length J ,,',tap in" l muol be fic"I'l formed ov,' 1he fw,"idoc 6, F0, the T, HA 2x moa,,A,,, 011C, Mfa{,l Mayas n*tafle.d v,,m,.affyaccor&nq to rne nvw't nal"aq °oqj-wrenk w1c, 1hrr (Aner "' Arap vaRP,"KJ over:he t-uss a,"rd according to Ine to,flpnfv'x na,hrgo,,JU"P.rT%6,'1N- (see rArraWricor) r, 229) If w rl" J'bve' 'Al anhlktn- lop lh-qn inslAkriior h,',cs, 7, Nails: p ` I (Joo X k I (1,J -, 048' dpa x " Imq, r?d ', 1 148t x I V kx,,J. St,c pp. ?C-2 i fur (-, her "ad ni7o„ 'md 'n' mm TIHAR/L422 Skewed Truss Hangers besigped 'or 4x2 floor trLJ85('.S aind 4x baams, Oil, I i W 1/[ 427 has, a sland,3rd sloew of 45' trnpr rmist pit) ben! for top flarige ins[Arfi( n, PAN nail inghelps elimmale sjr1ing, cl 4x2 Ims"'; bottom Choolo. Material: 16 go uge, Finish: Galvan zed InctiAlatiam Ule all spociticd see, 3enenol Notes Si raps rrius, he firrk-fmnod over flue hoader a minimufn of 21/," Mif* rum Lind (Ttaxii,um naifing CChfi, JLM116B avakmV.- UAk for naiing re nuirGments Codes: SArp p. 14 -<)r Code Rotermce Key Chart THAL422 Lk - Arthns h,eeri,,masej ' vorJ or ear hruoke ksjinq mi- nL -Lnhpr Fit e ,em oih, p ndh,wis 04 llocr jonds njsss by the cn,-,da. Ff,,,or t,,x-,I, Irvry ho ,Ok stej kxo durs,-,,no aoordjvnq t,, tho oode prcvOod it,ev do rolk.xr,,ae v r a„ ,-, lh,, pof GtJo,7m Iohie,v ihf, top of Iv cart r,.O mnmberis 'ush e,Ad, thelop of Ire c,rrrhpr Yk, her H,,# N fit, ati to ihe oeprh 0: f OICcameo men-'oter. H,v" shdl be m%at'xq from ihL lop of Ifie bearnr q seit tothe top of P-'e com.,)q —embE,". 4, Nail! o laj -- 01 48' i* lo1q, I t`kl x - Is' 4b' 'A" lot-9. Sco o,,% 26—,'/ fo, other s4 o,,, ara Typical THAL422 Instaffation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord I I m svim-Pson Strong-T100 mW Conamcition Conn tars Truss Hip/Jack Hanger Ire versatile I I i,JA26 can accommodate right- or left-handand Itips (tAt 45-degrae skows), wid can be, installed before oi after the lvp and J13ck. Can also be used for dooble (tcrnmnal) }odes. Material- I,, gauge Finish: GaEyiniyed Installation: tIse ail ,qxcified ioe t,e act ,i Notes, Ah rntftk mn,nbors, must h,„Ienod loylether to act as a sin€1a unit. Shall be, attached to a doublo, girder truss lo alb,v for reoutrod fninin%rn nal ponetral,on. Sts-, tooD,otc J% Options. Tringio hanqws cannot be n1r),flif, J Codes: See p. 14 tor Code. I ifyi(,'oot ice Key Chart Z v4o, k q Top View Left -Hand Hip Installation THJA26 Top View Right -Hand Hip Installation Typical THJA26 Installation workmg Pom" X0, 3ba d"'wrtbau .Jno. usc, 10d x lo," nals, and Ute OX7 of the t.lble value. For f22x4 ca,,Nkg mv-1hers, mulliptV V e dowik)ad by ()50, A. 'Coisnkes 148oh. x 31A' 12,11q) may be tiolt,,-,i ',he specified 111 (3d commons at 0,85 of rhe table load, 5,Ti,i 0 J,itwlNoar,oii,,,,7,k allowahlIr, aa d, ssurm inal T9 e , or` the tote.!lloan.r d mrilbuted ic ffin NO mi 25%, toihe jack. 11 1 peo'),ved rc drstntoule WX 10 cb%, of tto, mnJnved, total load to 9re hp, and the ix%-,z nt,,,e 0 Mal ad b ,,ej r* T!,, combircoi mb, and pox b,-d may nct u.ce-d Itsr sud shed Ictal _000 I uF tmvol hips., jNrde ,C, Atbwathe1.,, ad by 2 to t2lermim 1, te altovoAkmd or each Z, lnizts _1hc,dto'M'l iatay, ilnr allywahk Inad, r, w thA%SVT',1 I Stmp,,)n yho, ( I r-1 t"nnnoo, Sok"" Ar" " Sollwau. inctxbs tx evaC.h'n ot 1pvl,,ion in T nanoge, akovotblc loacs. Fo, and monal mtom-olon, crontact S mpso,Strong-1,e, 8, Nails: "6d ,. 0, ! 62' ma. x 31h' tar„, 10d x I o" = 0. 148" dia. x I'T long. Seepr% r)" "hernat S 'e's, are, Info rr, lair" Is mm spans pustanee turivreen nests? 4W. or less aptaknurn valley height 14'-4" Maximum mean rnot tonght: 10 feet ASCE 7-05, 140 mph; Enclosed. Gat 14 Exp0,1=1:0, Kzt-1.o Ar A MaxihhoofASCE7-1% 190 rush, Ch t d, E-9 &, Kitt=Lo A Lplm ONE - AN RWCDN~ VALLEY FRAMING & BRACING DETAIL lower truss Yap chards and oderst bracing is not usod, Apply all nahing inaccordance to torrent NOS requ vments: Nava are common wire naffs unless noted satherats4, 0 TRUSS TRUSS UNDER VALLEY FPAMING f1ALi EY RAFTER OR PJDGE Car 'CRIPPLE fppliss W-V for30 pat(TL) and 20 psf ) Max, wtirCullop.. for each row starting from the color. ofSW#p.ra morning inward to the ridge board so ,. t. cripple locations are gored.between rows - Tyr) orders to ridge 416d toe -pads: Cripple to ridge. 41rdt its Cripple to rafter 4164 toe -nails 16d'ene-nails Raftertosteeperor blocking 516d toe -nails Rafter totwo Zz6 sleepers.. 416el tits its steeper to truss 4 l6d toe -nails Two 2s6steepen to truss 316d toe-nailseach sleeper Is truss Ridge board. to roof block 416d toe -halls Ridge. board to truss bled. toe -pads Putr# ntoITyp} s I5d toe -nails. Tnass to Working 4164 toe -trails Truss to cripple. 416d toe -mils Truss to cripple 416d nails cripple to purfin316d toe -nails COURT beamtorafter 4 2lielcownaffs. E. 16d (0.162"x3-5.1 COMMON NMLS IT LL 20130 40 04 IT X 10 i 20 i 7 Ell. LL 0. 0 0 0 BC L1- 0 o C) 0 TOT LD36i 50 47 vi EF ' yrALL1":' i'"1',s#Wi OATS 10/011"14 DRWG VACNVI901011. Cracked or Broken This drawing specifies repairs for a truss with broken z' hord on web member, This design !s Vatid cm% for sirge ply trusses with 2x4 or 2x6 broken memliers, a more ran ore break per chord panel and no more than two breaks Der '1-uss are allowed, anContactthetrussmanuPacturerfor, y repairs that do no Comply With this detail. B) = Damaged area, 12, max length of damaged section L) = Kwilmum mailing distance On each slow Of damaged area <B> Two 2x4 or two 2x6 side members, some size, grade, andsalesasdamagedmember, Apply one scab Per face, aa IMFrqmum side member length(s) z <ZXL) + (B) Scab member length (S) must be within +he broker, panel, NOR 2x4s; into 4 memberusing two (2) rows at 4' o.c., rows stO a using three (3) rows at 4' o,c,, rows s ered oogqer' NOintoN6membered, Nait using 10d box or gun rolls (0,12810, min', into each side member. The maximum permitted funkier grade for use with this detailislimited -to Visvat grade 41 and MSR grade 1650f. This repair detail may be used for broker connector plate at mid - panel SpUces, This repair detaft may not be used for damaged chord or wed sectionsoccurringwlthmtheconnectorplatearea, Broken chord may not support any tie-im ioads. L TypT y, 4' a c 0 + 0 + 0 + 0 0 + 0 + :D + Back Face 10d Box (OA28, x 3" m1n) Nallst Front Face &x4 Member C-b1.(e P.w oStnangeerr NodL Spckdiq DetailL V, embeRepair Detallk Load Duration Member forces 0% may beIncreased for Duration or Load Maximum Member Axial Force Member Size L SP- -C HF DF-L SYP W 1 0 Only2x4 12, 111 620# 635# 730# 800# Weh, 7- nLy 2x4is, 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1405ti 1 -74 51' Web or Chords EXG 24' j 146 # 1585# 2245# 2620# Web or Chord 2x4 j 1910# 1960# 2315# 2555# Web or Chord}- 2x6 30' 2230# 2365# 3125# 3575# iWeb or Choral 2x4 2470# 2530# 2930# 3210# Web or Chordl 2x6 36, i 3535# 3635# 4295# 4745# Web or Chordi 2x4 29754 3045# 3505# 3835# lWeb or Chord 2x6 42' 43950 4 5 or Chord 2X4 3460# 1 3540ff I qulu+f 4445# iWeb Webor Chord 2x6 48' 5165# 1 5280#66 60# LI L 6;ta— I ' 1 1 F MEMBER REPAIR 7E-10/ 01/14 WG REPCHU1014 IRECOMMENDED SHORIN TAIL. NOTE: IF PALLETS OF CONSTRUCTION MATERTAL WEIGHINGMORE THAN 540 ARE TO B PLA CEO aN LGOR TRUSSES, 1i3F It IS RE UIRM TION MATMAL. ET, MAXIMUM AD OVER PLATES AND RLA ANQ LABOP 40 TD REMOVE THIS ICE BE SUPPLIED 4c7. gat 2X6 HEADER C OR ( ' -' 7 ' UNDER TRUSSES SHORING POSTS "` S REQUIRED. CLEAR SPAN N' PIE IEF DETAIL Site Information: Customer, Carpenter Contractors of America JobDescription: VARIOUS 9A6/9A7,258MC/258TC IR/01 Address: Job Nurnber N330089 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FIL 32837 Phone: (800)755-6001 alpineitio.com Item Seal # Truss Item Seal # TrusE 3_7_ 102,18.121-5.10069 V2 38 102.18.1215.10846 V1 39 102.18.1215.11690 VGE 40 102.18A215A0705 MG1 41 10Z 18A215A 1236 MV2 42 102.18,1215,10893 MVI 43 102,18,1215 . 11736 HIG 44 102A8.1215.11018 EJ7 45 102,18,1215,10365 EJ7A 46 102.18.1215.09988 EJ7S 47 102.18.1215.10690 EJ2 48 102.18.1215.11549 EJ21 49 102.18.1215,11301 CJ5 50 102,18A215 11269 CJ3 51 102.18.1215.11689 CJ1 52 102,18.1215.11595 CJ5A 53 102.18.1215A 1329 CJ3A 54 102.18.1215.11735 CJ1A 55 102.18.1215.11517 CJ5S 56 102.18.1215. 11485 CJ3S 57 102,18,1215-11875 WIS 58 102.18A215 11597 CJ1C 59 102.18.1215.09958 HJ7 60 102.18.1215.10612 HJ74 61 102.18.1215.10986 HJ7A 62 102.18.1215.09973 HJ7S 63 102 18,1215.10115 HJ12 64 102.1& 1215. 11345 HJ21 ek 1his document has been electronically signed and sealed using a Digital Signature. Printed Copies without an original signature rriust be 04/12/2018 v—fi.d us gth. si,ig,oal electronic Florida Certificate of Product Approval #FL1 999 Printed 4/1212018 1:53:48 PM Nurniter: N330089 ARIIOU, WV9A7 .258MC/258TC ,R101 Truss Label: FT1 Ply, 'i ! SEQN 5100 1 T'17 SY42 Gust: R8975 JRef: 1Wa289750081 Gdy: 9 FROM: PFH DrwNo: 102,18 1215,11425 KM 1 SAF 04/12/2018 10"6" 10 18,81,10 2' 2 - - 87' 4"8 5,"I2,6", 2`6"12 2`6" 12 I 2"6"12 2'6" 12 TYP) 15X36 4X4 W=3X4 4X4X3 4X6 A B C D E F G HI JK T. s r T B2 n iX w. V U S R Q P 0 Nw 1.5X3 4X6 4X4 1.X3 1.5X3 1.5X3 1.5X3 4X4 4X6 1.5X3 2X4 W=3X6 Goading Criteria (psr) Wind Criteria TCLL: 40,00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0,00 ; Enclosure: NA BCDL: 5.00 Category: NA Lies Ld 55,00 EXP NA Mean Height: NA it NCBCLL: 10,00 TCDL: NA psfSoffit: 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 I: NA GCpi: NAWindDuration: NA Lumber _ Value Set: 13B (Effective 611/201:3) Top chord 4x2 SP #2 N :T2 4x2 SP #1: Bot chord 42 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1130/2013 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 3v10d Box or Gun nails (0_128 xT',min.). Strongback material to be supplied by erection contractor, Truss must be installed as shown with top chord up. Ism Snow Criteria iPg,PI sn PCFI DefilCSI Criteria I,A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in Inc Lldefl Ll# . Loc R 1 U Rw 1 Rh 1 RL f W _ Pf. NA Ce: NA I VERT(LQ) 0.233 R 939 360 X 1030 I ! - (7.3 Lu: NA Cs: NA I VERT(T'L): 0.506 F 602 240 J 1013 f - 3.0 Snow Duration: NA HORZ(Lt): 0.039 M - X Min Brg Width Reg = 1.5 HORZ(TL): 0.062 B - J Min Brg Width Red = 1.5 Code t Misc Criteria Creep Factor_ 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Sid: 2014 Max BC CSL 0 997 Rep Factors Used: Yes Max Web CSL 0,605 Members not listed have forces less than 375# FTIRT:12(0)110(0) Maximum Top Chord Forces Per Ply (lass) Chords Tens Cornp Chords Tens Gump, Plate Type(s): WAVE VIEW Ver: 17-02.02A 1213.21 A - B 0 -723 F - G 0 -2720 B -C 0 -1916 G -H 0 -2037 C-D 0 -2669 H - 1 0 T8f D-E 0 -2669 1-J 0 ' E - F 0 - 2927 Maximum But Chord Forces Per Ply (lbs) 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 (lbs) t iirf fgA Webs Tens.Cornp Webs Tens Cutup. Ar A - X 0 - 1008 F _ Q_._-.11 -564 A40ars aa A- W 1151 0 Q G 447 0NmW-B 0-1131 G-N 0 -675 r B- V 763 0 N H 694 0 m V-C 0 -744 H-M 0 -1190 r // C -T 471 0 M-J 1270 0 d§LATE 0 r N 04/12/2018 WARNING** READ AND FOLLOW ALL. NOTES ON THIS DRAWING! IMPORTANT*'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS asses require extreme care in fabricating, handlinuul1 shipping. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI art SBCA) fd'r safety practices prior to performing these functions. Installers shall provide temporarycingperBCSIUnlessnoted ®r herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyachedrigqidceilingLocationsshownforppermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 810, appltcabia. Apply plates to each face of'truss and position as shown above and on the Join Details, unless noted otherwise. (refer to wings 16OA-Z for siandard plate positions, ne, a division of ITW Buildm Components Group Inc shall not be responsible for any deviation from this drawln an failure to build the ss in conformance with ANSIi PI t, or for handlinj shippinc?, installation and bracing of trussesA seal on this dr wirsg or cover page , , ing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the cost n shown. The sui abilityiuseofthisdrawingforanystructureisheresponsibilityoftheuildingDesigorperANSI/TPI 1 S c.2. more information see thisjob's general metes page and these web sites; ALPINE 4vw aarneitw.corn ioi_ www.tpinst-prat SBCA: www.sbcrnduetrV com; lCC: vdwwu rusef M M11 , r to v.v 2400 Gabe Orange Ur. Suite 150 Orlando FL, 32€137 INumber: N330089 AFRIOUS,9A6/9A7,258MC/2581C,R/OI Truss Label: F"r1G 0 4" B 2'6" 2'6" 12 ", 2'6" 12 TYP) 6X6 1, 5X3 5X5 5X8 AX6 A B C D X vy, 1 5X3 6X6 Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed NA mph BCILL: 0,00 Enclosure: NA BCDL, l 5,00 Category: NA Des Ld55,00 EXP. NA Mean Height: NA It NCBCLL: 10.00 TCOL: NA psf Soffit 200 BCDL: NA par Load Duration: 1,00 1 MWFRS Parallel Dist NA Spacing: 24. 0 C&C Dist a: NA ft Loc. from endwall; NA L NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 42 SP #1 Bot chord 4x2 SIP #2 N :B2, B3 42 SP #1: Webs 42 SP #3 VJ21 42 SP #2 N: Lumber value set '1313" uses design values approved 1/ 3012013 by ALSC Special Loads Lumber Dur. Fac.=1 .00 / Plate Dur,Fac =1 .00) TC: From 100 pit at 0,00 to 100 pit at 18.61 BC: From 10 pit at 0.00 to 10 pit at 18,30 TC: 695 In Conc. Load at 14,63 Plating Notes All plates are 3X6 except as noted, 1 hotels) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Boxor Gun nails ( 0.128'y3",rnjn,), Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up A U 5X5 W= 3X4 Ply: I SEQN: 5101 1 -171 /SY42 Cust RR8975JRef: IVVa289750081 Qty: 1 FROM RDG Drsluo 102.18 1215 11642 KD I DF 04/12/2018 10'78 14'9" 18'8`10 76" 4' 1 "8 3'1 1 " 10 ffam 1' 3" 12 11`2 2'6" 12 I— 13X4W= 3X4 5X5 6,X6 6X8E FGH ` I J K- t-4 " I3X6(-') 4X4 3X12 N M L. 8X8 8X8 Snow Criteria ( Pg,Pt in PISF) i Defi/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA: PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /Rt- W Pf NA Ce NA VERT(I_Q. 0,265 E 824 360 X 1176 1- 17,3 Lw NA Ce NA VERT(TL): 0,512 E 579 240 j 1563 1 - 3,0 Snow Duration: NA HORZ(LQ: 0.028 M - X Min Brg Width Red = 1 5 HORZJL). 0. 038 M J Min Brg Width Req = 1,5 Code / Miss Criteria Creep Factor 2,0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,885 Bearing X requires a seat plate. TPI Std: 2014 Max BCCSI: 0.973 Rep Factors Used: Yes Max Web CSI: 0.688 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FTIRT:12(0)/10(0) Chords Tenal.Cam1p Chords, Terns. Comp. Plate TypeodWAVEVIEW Ver: 17.02.02A.1 213 21 11 A - B 0 -915 F-G 0 -4128 B-C 0 -2414 G - [1 0 -3562 C-D 0 -3499 H - 1 0 -3562 D-E 0 -4106 I-J 0 -1484 E - F 0 -4128 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. W-V 1816 0 R - Q 4106 0 V_LI 2983 0 Q - P 4113 0 U-T 2983 0 P-0 3878 0 T-S 2983 0 0 - N 3876 0 A - R 4096 0 N-M 2846 0 4 XTE 6 0 278 0,1/ 12/2018 Maximum Web Forces Per Ply (lbs) Webs Tens. Cornp, Webs Tens, Comp A-X 0 -1131 E - P 379 494 A-W 1352 0 P-G 514 15 W-B 0 -1362 G - IN 19 437 B-V 897 0 H IN 31 534 V_C 0 -865 N 1 1201 0 C-S 779 0 I-M 0 2058 S - D 0 -1086 M - J 2166 0 D-R 404 -111 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building 0 anentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary gyer SCSI, Unless rioted otherouse,top chord shall have property attached structural sheathin and bottom chord shall have a pro ery a rgidceilinaLocationsshownforpermanentlateralrestraintofwebsshallhavebracinpinstalledperBCS1sectionsB3, B7 or 910, Aso a. Apply I I go yOatestoeachfaceatrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Peter to rgs 160A-Z far standard plate positions, a division of ITW BLrldrriA Components Group Inc. shall not be responsible for any deviation from this drawirl any failure to build the conformance withANSI, 'PI 1 or for handli4 shippin?, installation and bracing of trussesA seal on this driwAn 'j, orcower pa e mp Ithisdrawing, indicates acce tance of ) essiona engmeerm responsibili solely for the deal n she n. The ability ise ofthisrawingforanystructureisprooftheOuildingDesigtLrperANSIITPI1S%c.2. a intonnation see this job's rieneral notes bage and these web sites ALPINE wm&valptjie4vvcxrn,TPl www1VinsroA,SBCA wwwvbcinduorvcoa0CC mw,oJccsaf I ow a1WUIIPI- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 rRIO"Un;lver. N330089 9A6A.iA7,258MC/258TC 13/01 Truss Label: FTIGE 211`12 Is„ 1,2`12 loly: 1 SEQN: 5102 / T8 I 5Y42 Cost: R R8975 JRef: 1Wa289750081 City: 1 FROM:PFH Disildri: 102,18 1215 09943 Kid / WHK 04/12/2018 1ars'2 18's"10 10'4"S SO 4`8 1'1` 14 2x" -- 2c"i? 27'4 -4- —2'5`8 TYP) TYP) VV U4 3X4 3X4 4XG 3X6 4X6 6X6 A B c D E G, ij I i K I_ M I l2X4 , 3X4 Loading Criteria (psf) Wind Criteria TCLL, 40,00 Wind Std, NA TCDL, 10,00 Speed: NA mph BOLL: 0,00 Enclosure: NA BCDL: 500 Category: NA EXP. NADesLd55,00 Mean Height: NA ftNCBCLL 1000 TCDLNA lost Soffit] 2,00 BCDL: NA pat Load Duration; 1,00 MWFRS Parallel Dist NA Spacing: 24,0 " C&C Dist a: NA ft Los, from endwall: NA 1: NA GCpr NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.OE 31 4x2 Sid #1: Bar chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur,Fac.=1 00 / Plate Dur.Fac.=1,00) TC: From 300 pit at 0.00 to 300 elf at 1615 TC: Frcrrn 100plfat 16.15 to 100 pit at 18.59 BC: From 10 pit at 0,00 to 10 pff at 18.30 TC: 125 o Conc. Load at 0.04 TC: 574 In Conc. Load at 16,15 Plating Notes All plates are I 5X3 except as noted 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, V8 Snow Criteria (Pg of in PSF) Defi/CSl Criteria A Maximum Reactions (lbs), or *=PLF Pgi NA Ct NA CAT: NA PP Deflection in too L/defl L/# LoC R / U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0,048 P 999 360 Z 62 / i - / 7 3 LU: NA Cs: NA VERT(IL)i 0.191 P 920 240 Z* 510 / 1- /108 Snow Duration: NA HORZ(L-L): 0.007 0 - - L 1335 / /3,0 HORZJQ: 0.017 0 Z Min Errg Width Reg = 1,5 Code I Misc Criteria Creep Factor 2.0 Z Min Big Width Reg = - Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0.836 1 L Min Prig Width Red = 1,5 TPI Std: 2014 Max BC CSL 0,724 Bearings Z, Z, & L are a rigid surface, Rep Factors Used: No Max Web CSI: 0.779 Bearing Z requires a seat plate, FT/ RT:20(0)110(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) WAVE VIEW Ver 17,02,01A,1115,21 Chords Tens.Comp, Chords Tens, Comp, G- H 745 0 J K 0 -1997 H - 1 745 0 K - L 0 -1097 1 - 1 0 -12,417, 51" AT EP . 0 to 0, I4.41 *- 4.-. 0 279 0 04/ 12/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens. Camp, S - R 570 0 Q-P 1937 0 R- Q 1937 0 P-0 2034 0 Maximum Web Forces Per Ply plas) Webs Tens,Cornp. Webs Tons. Come A- Y 0 -412 1 - R 1064 0 074 0 G-S 0 -763 K-0 521 S- 1 0 -2089 O-L 1636 Y13 0 -434 R-J 0 10 1Maximum Gable Forces Per Ply (flas) Gables Tens.Cornp- Gables Tons. Sonic. C- X 0 -409 E-V 0 -428 D- W 0 -390 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rne care in fabricating, handlinp, shipping, installing and bracing, Refer to and follow the latest edition of SCSI (Building artnation, by TPI an SECA) or safety practices prior to performing these functions. Installers shall provide temporary assnotedotherwee,top chord shall have properly attached structural sheathing and bottom chord shall have a pro efly LocationsshownforI permanentlateral restraint of webs shall have bracirp installed per BCS1 sections B3 B7 or 910 fatestoeachfaceatrussandpositionasshownaboveandontheJoinDetails, unless noted otherters6. Refer to andard plate positions, a division of Uryo But IdinA Components Group Inc, shall riot be responsible for any deviation from this dravang,any failure to build the conformancewithANSIpit1, or for handling, shipping, installation and bracing of trussesA seat on this drawing or cover page i , hisdrawing, indicates acceptance of ro essrorek engineeri responsibility solely for the design shown. The suitability reofthisrawingforanystructureis8aresponsibilityoftheBuildingDesignerperANSYTPIISec.2. infornnation see tins iov's cenerar notes page and these web sites ALPINE veww. arimeaw com. TPI vemm tisinst ors SBCA wssw s1siondustry com, ICC msov secsaf 10Tie 1,,,1—N1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 1Vumber: N330089 Rl0US,9A6/9A7,258MC/258JC R/01 Truss Label: FTlA 0 4"$ 2'6" 2'6"12 2'6"12 TYP) 4X6 1,5X3 4X4 A B C D X VV I 5X3 4X6 Loading Criteria (psi) Wind Criteria TCLL: 4000 Wind Std NA TCDL. 10,00 Speed'. NA mph BCLL. 000 Enclosure: NA BCDL. 5,00 Category: NA Des Lcl: 55,00 EXP- NA Mean Height: NA If NCBCLL: 10,00 TCDL: NA betSoffit: 200 BCOL NA psf Load Duration: 1.00 MWFRS Parallel Dist NA Spacing: 24.0 C&C Dist a: Nor ft Loc, from endwall ' NA NA GCpii NA Wind Duration: Not Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SIP #2 N Bar chord 4x2 SP #1 :B2 4x2 SP #2 pL Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate DurTac =0,90) TC: From 100 plf at 0,00 to 100 pit at 18.34 BC'. From 10 plf at 0.00 to 10 pit at 18,34 TC: 1550 lb Conic. Load at 16.15 TC: 328 b Conc. Load at 17.03 TC! 247 lb Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better confinUOUS strongback. Attach to each truss where shown with 3-1 ad Box or Gun nails to 128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord Lip Ply: 1 SEQN: 5103 To / SY42 Cust: R R8975 lRef: 1Wa289750081 Qty: 1 FROM: FIMT DrwNo: 102.18.1215,09912 KM WHK 04/12/2018A 18'5"9 1 `4`8 2'6"12 2'6" 12 9 " 10, 1,5X3 3X6 5X8 2X4 E F G H I i V L) T S R Q PO N M L" `` K 4X4 , 1 5X3 It 5X3 1.5X3 4X6 4X6 W=3X6 1,5X3 17715 IT" 10 Snow Criteria (Pg,Flf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA! PP Deflection in too L/defi Lof Loc R /J) -_ /,Rw I Rh / RL f W Pf NA Cc: NA VERT(LL): 0.147 S 999 360 X 976 / I - / 7 3 Lw NA C& NA VERT(TL): 0.382 1) 817 240 L 3174 / / - / 57 Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Reg = 1,5 HORZ(TL): 0,045 L L Min Brig Width Red = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. Bldg Code: FBC 6th,ed 2017 Max TC CSL 0,744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0,963 Rep Factors Used: Yes Max Web CSL 0,627 Members not listed have forces less than 375# FT/R,r:12(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens,Comp. Chords Tens, Soma, PlateType(s): WAVE VIEW Ver 17,02,01A,1115.21 A- B 0 -679 E - F 0 -2628 B - C 0 -1787 F-G 0 -2199 C - D 0-2 G-H 0 -1359 D-E 0 -2633 0PiATE Is, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Contra W-V 1347 0 Q - P 2502 0 V_U 2225 0 P-0 2502 0 U - T 2225 0 O-N 1894 0 T-S 2633 0 N-M 751 0 S- R 2633 0 M - L 751 0 R-Q 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp A-X 0 -955 F-0 0 4-77 A-W 1082 0 O-G 494 0 W-B 0 -1061 G - N 0 857 B-V 697 0 N- H 946 0 V_C 0 -676 H- L 0 2428 C-T 398 0 L - 1 0 781 T-D 54 -486 1 - Is 396 0 R - F 539 -156 90278 04/12/ 01 WARNING—' 'REAL? AND FOLLOW ALL NOTES ON THIS bkAfrldi IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handfin& shippirT, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingrinponentSafetyInformation, by TPI and SECA) or safety practices prior to performing these functions, Installers shall provide temporaryicingperBCSI. Unless noted otheronse,top chord shall have property attached structural sheathingand bottom chord shall have a properly3cheri9midceiiny, Locations shown for ernianent lateral restraint of webs shall have bracinp iris alled per SCSI sections B3, B7 or 10applica5e, Apo y ,,Iates to each face optruss and position as shown above and on the Join Details, unless noted otherwise. Peter to oungs 16OA-Z for s andard plate positions nine, a division of'[TW BUirdiCprnponents Group Inc, shall not be responsible for any deviation from this dravon any failure to build thesinconformancewithANSIgfPI1, or for handling, &h,ppjnV1 Installation and bracing of trussesA seal on this droving or cover pa eJngthisdrawin , indicates acceptance of 'essiona en gineed responsibility solely for the design shown, The PabilityJuseofthisgravifingforanystructureisPhre"responsibility of theromming Designer per ANSVTPI I Sec.2. nmrP,nfurffatt*n see this job's gerierai notes paqe and rhese web Wes ALPINE ww airineitw com TPI m" toinst are SBCA wo— shcindustry com ICC w snsaf F ; 1' 2 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 V1,Rl0LJS,9A6wA7,258MC/258TC R/01 Truss Label: F,r2 Ply 1 SEQN: 5104 / T6 I SY42 Gust: RR8975JRef 1Wa289750081 Qty 5 FROM: RDG i firssIdo: 102,18,1215,09942 Kid / WHK 04/12/2018 61 T8 8'8" 15'6`8 6'1 T8 1'9"8 6'10"8 2'6" 2'6"12 1`4`8 1'4"8 -- 2'612 TYP) 4X6 1.5X3 i 1,5X3 1,5X3 A B C D E F G 1,5X3 I 2X4 Loading Criteria (psn Wind Criteria TCLL.: 40.00 Wind Sid NA TCDL 1000 Speed NA mph BCLL: 0,00 Enclosure: NA BCDL: 5,00 Category: NA Des Ld: 5500 EXP: NA Mean Height NA ft NCBCLLi 10,00 TCDL: NA psfSoffit: 200 BCDL: NA pat Load Duration: 1,00 MWPRS Parallel Dist NA Spacing: 24,0 C&C Dist ai NA If Loc. from encroiafl: NA 1: NA GCLst NA Wind Duration NA Lumber Value Set: 136 (Effective 6/1/2013) Top chord 42 SP #2 N Bar chord 4x2 SP #2 N Webs 4x2 Six #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better confinUOUS strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",rmn.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord Lip MM 4X6 1,5X3 H A'+ 1.5X3 2X4 Pg: NA Ct: NA CAT; NX PP Deflection in Inc L/defl L/# Lac R / U /Rw /Rh../ RL W Pf NA Ce: NA VERT(_L): 0,117 D 999 360 S 841 / 7,3 Lu: NA Cs: NA VERT(TL): 0.240 D 999 240 j 841 17,3 Snow Duration: NA I HORZ(L_L): 0,024 K S Min Brg Width Red = 1,5 HCRZ(TL); 0.036 B J Min Brg Width Red = 1,5 Code I Misc Criteria i Creep Factor: 2,0 Bearings S & J are a rigid surface Bldg Code: FBC 6th.ed 2017 Max TC CSL 0,587 Bearings S & J require a seat plate TPI Std2014 Max BC CSI: 0.812 Rep Factors Used: Yes Max Web CS[ 0,434 Members not listed have forces less than 375# FT/ RTA2(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords' Comp.11111 Plate'Type(s): Tens. WAVE VIEW Ver: 17,0201A.1115.21 A-B 0 -572 E - F 0 -1920 B- C 0 .1455 F- G 0 -1455 C - D 0 -1920 G-H 0 -572 D- E 0 - 1 926Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Cornp. Chords Tens. Comp. R - Q 1132 0 N-M 172 0 O- P 1772 0 M - L 1772 0 P- 0 1772 0 L - K 1132 0 O- N 1926 0 fj Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp A- S 0 -.822 N - F 453 49 A- R 912 0 F- L 0 489 R - B 0 -890 L-G 512 0 B - Q 512 0 G - K 0 890 Q_ C 0 -489 K - H 912 0 C- 0 453 -49 H-J 0 822 51TATE ago** A ii 'vo 1102787S04/12/ 2018 WARNING" 'kLiikb AND -iFOLLOW -ALL R641ES ON THis bDAWiNdi IMPORTANT** FURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUDING THE INSTALLERS ig, installing and bracing. Refer to and follow the latest edition of BCS1 (Building practices prior to performing these functions. Installers shall provide ternporary' eve propertyattachedstructuralsheathingandb0ft0alchordshallhaveaproperlyIrestraintofwebsshallhavebraciripinstalledperBCSIsectionsB3, B7 or 910, MEOn asshownaboveandontheJoinDetails, unless rioted otherwise. refer a division of ITyV Buildinh Components Group Inc. shall not be responsible for any deviation from this drawina,an u failure tobuild the. conformance with ANSIPi1. or for handlrn shipping, installation and bracing of trussesA seal on this dr wi g or cover page his drawing, Indicatesacceptanceof ) essiorut n nrte Ing responsibility solely for the design shown. The suitability e of thisrawingforanyaructureisPhr.oresponsibilityo hr . m1dig Designer per ANSIfTPl I Sec.2. informat*n see this ions cieneral notes pacte and these web sites ALPINE www,almneftv com TR a+rv.+w tmnslerrs. SBCA —v shonduM, cwtn ICC —w -f Mm 2400 take Orande, Lit. Suite 150Orlando FL, 32837 Job Numben N330089 VARIOUS 9A6/9A7,258M(/258T'C R/01 Truss Label: FT2GE Ply' 1 Oty I 2rl 112 o's 13'5"12 1 4' TY P) SFQN: 5105 / T4 / SY42 Cust RR8975 JRef: 1VVa289750081 FRObtRDG DrwNo: 102,18,1215,11238 KM / WHK 04/1212018 3X4 2X4A8CDEFGHIiKLM Loading Criteria (psf7 i Wind Criteria TOLL: 40,00 Wind Std: ASCE7-10 TCDL: 1000 Speed, 150 mph BCL.L: 0,00 Enclosure: Closed BCDL: 5,00 Risk Category: 11 Des Ld: 5500 EXP: C Mean Height: 15.00 If NCBCL L 1000 TCDL 4 2 psfSoffit: 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 Los, from endwalL Any GCpv 0.18 1 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac,=1,00 / Plate Dur.Fac.=1,00) TC: From 291 pit at 0,00 to 350 pit at 5.88 TC: From 387 off at 5.88 to 387 pit at 9.42 TC: From 350 pit at 9.42 to 291 pit at 15.29 BC: From 10 pit at 0,00 to 10 pit at 1529 TC: 324 Ib Conc. Load at 0 04,15.29 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSUTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by Pg: NA Ct: NA CAT: NAPP Deflection in too L/defl L/# Loc, R / U I Rwl I/ Rh 1 RL 1 YVI - Pf NA Ce: NA VERT(LQ: 0.002 B 999 360 0' 382 131 /31 186 Lu: NA Cs NA VERT(TL): 0,008 IS 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.001 AA - - 0 Min Brg Width Real HORZ( TL): 0.002 AA Bearing AA is a rigid surface, Code / Miss Criteria Creep Factor 2,0 Bearing AA requires a seat plate. Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0,424 TPI Sid: 2014 Max PC CSI: 0,030 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.251 Maximum Web Forces Per Ply (Ibs) FT/ R`T20(0)/10(0) Webs Tens.Comp, Webs Tens, Comp Plate Type( s): A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver: 17 02,01A.1 115,21 Maximum Gable Forces Per Ply (Ibs) Gables Tens. Comp. Gables Tens. Comb, C-Y 72 -431 H-T 67 -482 D-X 67 -440 I-S 67 -445 E-W 67 -477 J - R 69 -424 F-V 67 -518 K-Q 81 -434 G-U 67 -519 L - P 58 -386 13 p, XAT EOFerection contractor 40278 Truss must be installed as shown with top chord UP, 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 fabricatino, handlinp, shipping. installing and bracing, Refer to and follow the latest edition of BQSI (Building a ompoaentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary tracing perSCSI. Unless noted otherwise,top (,hard shall have properly attached structural sheathingand bottom chord shall have a properly ittache ri, I9 is so lid ceiliny'. Locations shown far lateral restraint of webs shall have bracinp iris ailed per BCSI sections B3, B7 or 10 I plicab e. App y plates to each face a truss and position as shown above and on the Join Details, unless noted otherwise, Peter to' rawings 160A-Zforstandardplatepositions, gine, a division of ITW BUildin omponents Group Inc. shall not be responsible for any deviation from this dr?ohn any failure to build the russ in conformancewithANSI1, or for handlinq, shippin?, installation and bracing of trussesA seal on this drawling or cove sfing this drawing, indicates acceptance of o essiona engineehug responsibility solely for the design shown. The rsolZbility ind use ofthisrowingforanystructureisproresponsitiffitgofthe uflifing Designer per ANSUTPI 1 2 El 2400 Lake Orange Fir Suite 150 Orlando Ft., 32837 Job Number: N330089 VARIOUS ,9 M9A7 ,25810C1258 FC,R/01 Truss Label: F r3 Loading Criteria (pst) TCL L: 40,00 TCDL: 10,00 BOLL: 0.00 BCDL: 5.00 Des Ld 55,00 NCBCLI, 10.00 Soffit] 2.00 Load Duration: 1.00 Spacing: 24 0 " Ply, 1 SEQN: 5106 1 1`10 / SY42 Cust RR8975 JRef: 1Wa289750081 Qly: 4 FROURDIS DrwNo: 102,18.1215,10550 Kid / WHK 0411212018 6'10"8 8'5"12 15712 61101'8 17'4 69" 2'6" 2'6"12 1'4"8 V4"8 2'6"12 TYP) 4X6 1, 5X3 1,5M :1,5X3 A B C D E F G Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category NA EXP: NA Mean Height: NA If TCDL; NA par BC DIL : NA par MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA 1: NA GCpii NA Wind Duration: NA Lumber Value Set 1 3B (Effective 6/1/2013) Top chord 4s2 SP #2 N Bar chord 42 SP #2 N Webs 42 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSO Plating Notes All plates are 3X4 except as noted. Addifiianzh' Votes un nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be Installed as shown with top chord up I Snow Criteria (P9 Pf In PSF) DefUCS1 Criteria A Maximum Reactions (Ibs) fsg, NA Ct: NA CAT: NAj PP Deflection in lac L/den L/# Loc R /U /Rw /Rh /RL W Pf NA Ce: NA VERT(LL): 0.115 E 999 360 R 831 1- 1- 7.2 Lw NA C& NA VERT(TL)i 0.221 E 999 240 1 831 13,5 Snow Duration NA HORZ(I-L): 0.023 J - - R Min Bryi Width Red = 1 5 HORZ( 11): 0,033 B I Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2,0 Bearings R & I are a rigid surface. Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0,512 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, PlateType(s): WAVE VIEW Ver: 17,02 01 A, 1115.21 A - B 0 -564 E - F 0 -1875 B . C 0 -1430 F-G 0 -1430 C- D 0 -1875 G-H 0 -562 D - E 0 - 1 880Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Cornp, Chords Tens Comp. Q - P 1116 0 M L 1738 0 p - 0 1738 0 L-K 1738 0 O- N 1738 0 K-J 1115 0 N - M 1880 0 t) a AN 40278 04/ 12/2018 Maximum Web Forces Per Ply (lbs) Webs Tens.Cornp. 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 - Is 499 0 G - J 0 878 P - C 0 -476 J - H 896 0 C- N 425 -59 H - 1 0 807 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I Ljireextreme care in fabricarto, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building tSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary, BCSUnlessnotedotherwise,top chord shall have properly attached structural sheathin and bottorn chord shall have a proger ly dcelfinLocationsshownforernianentlateralrestraintofwebsshallhavebracinginstalledperSCSIsectionsB3B7orIptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise, Refer to s 6 p plates to each face o?, his drawn any failure to build the on this drNing or cover p, e, glqs ign shown. The suitability and these web Ates ALPINE mvvasinedwcom TR v,^rvw. 11W - OMPAN, 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply 1 SE ON 5107 1 T5 I SY42 Curt: R R8975 JRef IWa289750081 VARIOUS 9A619A7,258MC/258TC R101 OR: 1 FROM RDG DrwNo: 102.18,1215,10144 Truss Label: FT3(; KM 1 WHK 04/12/2018 6'1 O'B 65"12 111 'A 162"12 6'10"8 17"4 2'78 4'1 "8 12" 4 2' 6" 2'612 V4 -8 TYP) 1, 5X3 4X4 4X6 1 .5M I' 1.5X3 3X4 2X4 4X6 A B C D E F G H 5' 12 12 R Q 1. 5X3 2X4 Loading Criteria (psn Wind Criteria TOLL: 4000 Wind Std: NA TCDL: 1000 li Speed: NA rnph BOLL: 0,00 Enclosure: NA BCDL: 5.00 Category: IRA Des Ld5500 EXP' NA NCBCLL: 1000 Mean Height NA ft TCDL: NA Pat Soffit: 2,00 BCDL: NA Fist Load Duration 1.00 i MWFRS Parallel Dist: NA Spacing: 24, 0 " I C&C Dist a: NA it Loc. from endwalL NA 1: NA GCpL 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 "l 3B" uses design values approved 1/ 30/2013 by ALSC Special Loads umber Dur, Fac,=1.00 I Plate Dur Fac =1.00) TC: From 180 pit at 0.00 to 180plf at 8,48 TC: Front 100 bif at 8.48 to 100 pit at 15,10 BC: From 10 off at 0,00 to 10 pit at 1510 TC: 465 Is 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 ad Box or Gun nails ( 0. 128"0",rnin). Strongback material to be supplied by erection contractor. Truss crust be installed as shown with top chord up. Is 0 N M L K i 4X4 1. 5X3 4X4 3X4 4X10 5X8 15212 Snow Criteria ( Pg,Pf in IISF) I Defl/CSI Criteria I A Maximum Reactions (lbs) Ing: NA Ct NA CAT: NA PP Deflection in lot: L/defl I - /# Loc R U Rw Rh /RL IW Pf NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 7.2 Lu: NA Cs- NA VERI(TL): 0,368 E 574 240 j 1670 3,5 Snow Duration: NA HORZ(LL). 0,030 B - - R Min Brg Width Rep = 1.5 HORZJQ0,038 B J Min Brg Width Reg = 1.5 Code 1Miss Criteria Creep Factor 2.0 Bearings R & J are a rigid surface. Bldg Coder FBC 6th.ed 2017 Max TIC CSI: 0,897 Bearing R requires a seat plate. TPI St& 2014 Max BC CSL 0,693 Rep Factors Used: Yes Max Web CSI0,869 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:10(0) it Chords Tens.Comp, Chords Tens, Comp, Plate'Type(s): WAVEIVIEWVer17 02 0IA,1115,21 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 -1146 Maximum Not Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens, Comp. Q - P 1942 0 N-M 3287 0 P - 0 3027 0 M - L 3353 0 O-N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens,Cornp, Webs Tens. Come. A-R 0 -1411 F - L 0 -478 A-Q 1552, 0 G - L 0 -578 Q-B 0 _ 1538 L- H 1233 0 B - In 883 0 H - K P C 0-846 K- 1 0 -1836 1826 0 C. N 859 0 1-1 N-D 0 -427 0 1624 13 22 13 5TATE OF Vk; o at a at 40 27' u 41121,`2018 WARNING`" I - R - EAD AND FA11 LLOW ALI I- NOT - ES 1 0 1 N THISDRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building 0 Tcr safety practices prior toperformingthesefunctions. Installers shall provide temporary mp to it shall have propertyattached structural sheathingand bottorn chord shall have a pro 9 erly r is ant lateral restraintofwebs shall have bracinp installed per BCSI sections B3 B7 or 10, Ist appl, no position as shownaboveandontheJoinDetails, unless rioted otherwise. Refer to wing nne, a division of ITW British omponents Group Inc. shall not be responsible for any deviation from this drawaria,aing, failure to build the ss in conformance with 7API 1, or for haro:144 shipping, installation and bracing oftrussesA seal on this dr evi g or cover ing this drawin , indicates acceptance of go) essiona engmeen responsibill solely for the design shown. The suitability J use of this growing foranystructureisleresponsibilityoftheluildingDolingerperANSUTPIISlk.2, rnore information see flits iob's arinera I notes Dane and these web sites A LFINE Desio, a I Dinintm, com TPi wwto to, nstone SBC A enne rits, rid ustN com I CC we,%q iccrraf F;W M6, il M', 2400 Lake OrangeDr. Suite150 Oriando FL, 32837 Job Number: N330089 VARIOUS 9AWRA7,25810C/258 TC Rj'Ol Truss Label: FT4 0 4"8 2'6" 2'6"12 1'4"8 TYP) 4X6 1 .5X3 34 i 1,5X3 A B C D 5 2 SO 5"V2 1.5X3 2X4 Loading Criteria (rash Wind Criteria TCLL: 40,00 Wind St& NA TCDL 10,00 Speed: NA mph BCLL: 000 Enclosure: NA BCDL: 5,00 Category: NA Des Ld: 55.00 EXP: NA Mean Height NA ft NCBCLL: 10.00 TCDL: NA parSoffit] 2,00 BCDL: NA pet Load Duration: 1 CO MWFRS Parallel Dist: NA Spacing: 24.0 " iI C&C Dist a: NA ft i I Lee from endwall: NA 1: NA GCpt NA 1 Wind Durafion: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bar chord 4x2 SP #1 Webs 4x2 Six #3 Lurnber value set "1313" uses design values approved 1 /3012013 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 did Box or Can nails ( 0. 1 28"x3", min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. I I J^1) Ply 1 SEQN 5108 T57 l SY42 Gust: R R8975 JRet I Wa289750081 Cry2 FROM:RDG Drwbc. 102.18.1215,10566 poll l WHK 04112/2018 9'3" 12 14'10"12 2'5" 4 57' 14'10" 12 14 E 4)< 6 F G HI Snow Criteria ( P9,Pf in FISF) DefUCS1 Criteria A Maximum Reactions glas) Pg: NA Ct NA CAT NX Pro Deflection in too L./defl L/# 1! Loc R U /Rw /Rh RL W Pt NA Ce: NA VERT(LL). 0.159 D 999 360 R 817 7.3 Lw NA Cs: NA VERT(TL.): 0.349 D 678 240 D 804 1 - 3,5 Snow Duration: NA HORZ(LL): 0.035 B - R Min Big Width Reg = 1,5 HORZ(TL) i 0.055 B H Min Brg Width Reg = 1.5 Code I Misc Criteria Creep Factor: 2,0 Bearings R H are a rigid surface Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0,849 Bearing R requires a seat plate, TPI SM 2014 Max BC CSI: 0,828 i Members not listed have forces less than 375# Rep FactorsUsed: Yes Max Web CSI: 0,456 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, 8 0 -552 E - F 0 -1482 B - C 0 _ 1396 F-G 0 -596 C-D 0 -1783 G-H 0 -641 D - E 0 -1789 Maximum Got Chord Forces Per Ply (lest Chords Tens. Comp, Chords Tens. Comp Q_P 1093 0 N-M 1789 0 P - 0 1700 0 M-L 1785 0 O-N 1700 0 L - K 1198 0 m UTE ep OR\ V- 027';'k,"' S/0 Maximum Web Forces Per Ply dust Webs Tens. Comp. Webs Tens Comp A-R 0 -798 C-N 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 0,1/ 12/2018 WARNING*' READ AND FOLLOW ALL NOTES ONTHIS DRAWING I IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handfi% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, b c E TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attachn d 9wceifiny,. LocationsshownforemnarrentlateralrestraintofwebsshallhavebracinpinstalledperBCSIsectionsB3, B7 or 10, as applicati a, Age y ?,fates to each face of truss and position as shown above and on the Join Details, unless rioted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin)lComponents Group Inc. shall not be responsible for any deviation from this drawinuing, failure to build the truss in conformancewithANSIPI1, or for handlin)j, shipping, installation and bracing of trUssesA seal on this dr wi g or cover spa listing thisdrawin , indicates acceptance of pro essiona eqneermly responsibility solely for the design The id 057bility r f, and use ofthisgrawingforanystructureisheresponsibilityofthe minting Designer per ANSVTPI I c 2. 7or mofe information See this iob's rteneral notes oarte and these wets sites ALPINE www alumeetw com TPI wvon toinst orn SBCA vvvwNbr.fndustfv con) ICC mm iccsaf 94imm AN MV " OWANY 2400Lake Orange Dr. Suite 150 Orlando FL., 32837 Job Nurhber: N330089 VARIOUS 9A6/9A7,258MC/258TC R/01 Truss Label: 1`15 5"12 cp Loading Criteria (psf) I Wind Criteria Ply I SEQN: 5109 T7 I SY42 Cust R R8975 Jrtef: 1Wa289750081 Qty: 5 1 Dovido: 102,18,1215 10815 KM / WHK 04/12/2018 5'6" 7'3`4 1 V4" 12 5'(3'1 1, 9"4 4'1 "8 VY122'6" TYP) 3X6 3X4 1 .5X3 3X4 3X4 k, 1.5X3 3X4 1.5X3 A B C D E F TCLL 40.00 Wind Std: NA TCDL 10,00 Speed: NA man BCLL.: 0,00 Enclosure: NA BCDL 5.00 Category: NA 1 I'll, EXR NADesLd: 55 00 Mean Height: NA ft NCBCLL 10,00 TCDL: NA listSoffit: 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 GCpr NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1(2013) Top chord 4x2 SP #2 N got chord 4x2 SP #2 N Webs 4x2 Ste #3 Lumber Value set "I 3B" uses design values approved 1130/2013 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, Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg, NA Ct: NA CAI' NA PP Deflection in loc Udefi LJ# Lee R / U /Ryv /Rh /RL I Pf NA Ce: NA VERT(Lt-): 0,079 C 999 360 j N 620 1 - /7,3 Lw NA C& NA VERT('TL): 0,173 C 999 2401 H 607 3.5 Snow Duration: NA FiORZ(LL): 0,021 B N Min Firg Width Red = 1,5 HORZ(TL)i 0,033 B H Min Brg Width Reg = 1.5 Code I Miss Criteria Creep Factor: 2,0 Bearings N & H are a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSC 0,612 Bearing N requires a seat plate. TPI Std: 2014 Max BC CSI1 0758 Rep Factors Used: Yes Max Web CSI. 0,300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Hos) FT/RTA 2(0)/10(0) Chords Tens,Comp, Chords Tens. Come, Plate Type(s): WAVE VIEW Ver: 17 02VIA-1 115,21 A- B 0 -394 D-E 0 -994 B - C 0 -917 E - F 0 -381 C - D 0 -1001 Is 13 5TATE OF 4 "'* 78 41z NA 0 Maximum Rot 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-ld 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 0,1/12/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses St (BuildingComponenttemporary' N9,2p, g per gCSI. Unless noted othe wise top chard sira€! have properly attached structural shgathincc77 anti bottom chord shah e a pro9erlyattached67or an pol, PeterIto' drawings Alpine, a division of ITW Buildin ,)Components Smile Inc, shall not be responsible for any deviation from this drawing,any failure to build the 4.0iss in conformance with ANSI PI 1. or for handlinj. shippin?, installation and bracing of trussesA seal on this drawing or cover pa aAthisdrawin , indicates acceptance of roessiona engineering responsibili solely for the des! n shown. The suitabilityanduseofthisgrawingforanystructureisAeresponsibilityofthemimingDesignerperANSI1TPIISIC.2. of inore snfoifnation seethis xib's aereiral notes naae and these web sites ALPINE' -w aloineaw. soal TPI ww v f—st orn SFICA — shr.indijsiliv ir-n ICC v— nr—f 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9A6f9A7,258MC/2581C R/01 Truss Label: F16 N 4"8 2'6" TYP) Ply: 1 SEQN: 5110 / T2 / SY42 1 Cust: R R8975 JRet 1 Wa289750081 Our 1 ,FROM RDG Drviislo1021B 1215,10549 KM / VVHK 04/12/2018 7712 11'4"8 1' 6"12 4'3"12 VY12 I 5"41 3X6 3X3 1. 5X3 3X4 3X4 :i 5X3 3X3 :3X6 1A B C D E F G Fil 9 Loading Criteria trwr) Wind Criteria TCLL: 40,00 Wind Std: NA TC DL: 10.00 Speed: NA rush BCLL: 0,00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NA DesLd: 55.00 Mean Height NA If NCBOLL10, 00 TCDL: NA psf Soffit 2,00 I BCDL: NA pet Load Duration: 1,00 i MWFRS Parallel D Dist_ NASpacing: 24. 0 C&C Dist ia: NA ft i 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 But chord 4<2 SP #2 N Webs 42 SP #3 Lumber value set "11313" 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 Snow Criteria ( r19 Pf In PSF) Deft/CSI Criteria A Maximum Reactions (dbs) Pg: NA Ct NA CAT: NA i PPDeflection in loc L/defl L/# 'Loc R / U, Pat W Pf NA Cc: NA VERT(LL): 0.077 L 999 360 0 625 73 Lw NA C& NA VERT(TL): 0.154 C 999 240 G 610 f- 1- 33 Snow Duration, NA HORZ(-L): 0.018 B 0 Min Brg Width Reg = 1.5 HORZJL), 0. 029 B G Min Br9 Width Reg = 1,5 Code I Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,639 Bearing 0 requires a seat plate, TPI Sid: 2014 Max BC CSI: 0,698 Rep Factors Used: Yes Max Web CSI: 0,319 Members not listed have forces less than 375# FT/RT: 12(0)/10(0) j Maximum Top Chord Forces Per Ply has) Chords Tens. Comp. Chords Tens, Come, Plate Type(s) WAVE VIEW Ver: 17r02,0 IA1 115,21 A - B 0 -398 D - E 0 -1020 B- C 0 -929 E - F 0 -406 C - D 0 -1026 F - G 0 -448 0 0 TATE OF t 0 R\9N 0 10 27 S/ONA 8 '00004/12/ 2019 Maximum riot Chord Forces Per Ply due) 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 (lbs) 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 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin& shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building I SafetyInformation, by TPI an SECA) or safety practices prior to performing these functions. Installers shall provide temporary Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro er SCSI 19dc%iny. Locations shown for ermanent lateral restraint of webs shall have bracing installed per SCSI sectipris, B3, B7 or I le OatestoeachfaceoptrussandpositionasshownaboveandontheJointDetails, unless noted at ererse. Refer to 60A-ZpdrysOatesplatepositions. vision of rTW BUldi,$Cornponents Group Inc, shall not be responsible for any deviation frorn this drawinuu, failure to build the fformance withANSIpitIorforhandlinjshippin?, installation and bracing of trussesA seal on this dN wi or cover rn drawingindicates acceptanceoftyroessionaengineerinrespons;ibili solely for the design shoon. elphve ablity t AthisrawingforanyspluctureisheresponsibilityoftheOuildingDesiglsjrperANSI/TPI 1 Sec.2, ination see this job's qerjeralnotes Paoe and Irese web sites ,ALPINE ,xv afo,neitw,corn, 'rPI; o,os toinst.ist-Q. SBGA wvov slocodustry com ICC www. iccsaf 1000 11s 1 ` W ' -1 IM11111 2400Lake Orange Dr. Suite 150 Orlando F1 , 32837 Job Number: N330089 Ply 1 SEQN: 5111 f f1 f SY42 Ciist RR8975 JIRO 1Wa2B9750081 VARIOUS ,9A019A7 ,2!SBMC;f2.a8Tt; ,RJ01 Qty: 10 FROK RDG3 Drwrlo 102.18 '1215,10379 Truss Label: F'T7 Kid 1 WHK 04/12/2018 56" T 1 "2 1 V410 66„ 172 4'3„8 4"8 1'3"12 2,6„ m. TYR) 3X6 3X3 1.5X3 3X4 3X4 15X3 3X3 3X6 A B C D EF GH f, 12 0 N M L K ,l 1 1,5X3 3X4 3X4 1.5X3 3X4 3X4 1.5X3 2X4 11'4„10 LoadingCriteria tpsrj Wind Criteria Snow Criteria n Pf in FISF DefI1CS1 Criteria Maximum Reach9 } Reactions (Ibs) TOLL. 40,00 Wind Std: NA Pg: NA Ct: NA CAT: NA! PP Deflection in loc. Lfdefl L/# L.oc R U / Rw / Rh / RL / W TCDL: 10,00 Speed; NA mph Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 : 0 626 f - / 7.2 BCLL., 0,00 Enclosure; NA Lu NA Cs: NA VERT(TQ: 0.157 C 999 240 G 609 I - t - / 3.0 BCDL: 5 00 ;Category: NA Snow Duration: NA HORZ(LL): 0.018 B - - 0 Min Brg Width Reg = 1.5EXPNADesLd` 5500 HORZ(TL): 0,029 B G Min Brig Width Reg w 1.5MeanHeight: NA It NCBCLL. 10 00 Code / Miss Criteria Creep Factor: 2.0 Bearings 0 & G are a rigid surface. TCDL NA pat Bearing 0 requires a seat Tate. Soffit: 2.00 BCDL NA psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,843 J q p Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.705 Members not listed have forces less than 3I5# Spacing: 24.0 " C&C Dist a. NA it Rep Factors Used: Yes I Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwa(I: NA F'11RT;'12(0)11did) Chords Tens Comp. Chords Tens Comp. 1: NA GCpi: NA Plate I ype(s): Wind Duration: NA WAVE VIEW Ver: 17.02 01A.1115,21 A - B 0 -399 D - E 0 -1025 B C 0- 933 E- F 0 - 403LumberC- D 0- 1031 F- G 0 - 449 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Dot Chord Forces Per Ply (Ibs) Bat chord 42 SP #2 N Chords Tens.Comp. Chords Tens, Comp. Webs 4x2 SP #3 Lumber value set "1313" uses design values N-M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes Maximum Web Forces Per Ply (lbs) See ANSI/'TPl 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Come. requirements. Bracing material to be supplied by erection contractor. A- 0 0 -609 K- E 381 0 Truss must be installed as shown with top chord up. A - N 637 0 E - J 0 - 642 N -B 0 -618 1 - G 672 0 f t 64 p x o 0 278 r 7 tJ t3d tRt Df f tA 04r 1,.? /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 SCSI (BuildingComponentSafetyInformation, i YY TPI and Sl fbr safety practices prior to performing these functions Installers shall provide temporarybracingperSCSIUnlessnotedrathervuse,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro anyattachedrigidceilingLocationsshownforppermanentlateralrestraintofwebsshallhavebracinginslailedperBCSIsectionsB3, B7 or t310. as applicable Apply pplates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise Defer to drawings 160A-Z for standard plate positions. Alpine, a division of I Buildrn Components Group Inc shall not be responsible for any deviation from this drawin any failure to build fhe u nti„ rav ALPINE truss in conformance with ANSIi! PI 1, or far` handling, shippinra, installation and bracing of,trussesA seal on this dr wir or cover page . , 2400 Lake Orange Dr. listing this drawin indicates acceptance of proPessiona6 engineering responsibility solely forthe desi n shoA. The suitability J and use of this cawing for any sucture is file responsibility of the l3u"tiding Designer per ANSi1TPl 9 S c.2. Suite 150 f"ar mcre rrjfar r l— see this 2l"s ener3{ note9 a rr artd tP ese web site.. ALPINE www eE mw otw tarn 7r'( w— t rinst ae SKA v! rvv sbrndust .corm fCC' www tcrrW,ata ar Orlando FL. 32837T_ -_1 W . T .-......____ _A t1 ' _ _._ _ _ . ___ _.. .. _ _ _P .. _.__.:.. .r 9 _ T _ _ __-__. Y,._, _ ._.. . __. _ " _ . _ _.. _- Job Number: N3.30089 Ply: 1 SEQN: 5112 / T1:3 / SY42 C,ust: RR8975,)Ref 1Wa289750081 VARIOUS .9A6Y9A7 258MCt258TC ,R/0I City: 1 FROM: RDG DrwNo: 102,18 1215,10067 Truss Label: FT7GE KM t WHK 04/12/2018 1'9" 211"12 5'3"2 69"2 84"2 111'2 11'4"14 1, „ 1„2„12., Z 6 -'116` 1.7., ,; „ :'73" 3„1a, 1,3., S"4 4"8 I ?` 12 9' 14 w l „ 1'2' 8 -1 1'7" 1 2` 2 2' f 3X3 4X4 04 •3X4 3X3 :3X6 6X6 A B Cr D E F G 1-1 1 J K 7 Tn b p I T S R (r 4Xt GX6 2X4 3X4 ._. 63" 14 61 „ T ,-11'4"14 a -- Loading Criteria ho) Wind Criteria m Snow Criteria (Pg Pf in PSF) Defl/CSi Criteria _ Ar Maximum Reactions (Ibs), or *=PLP TOLL: 40,00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Ltdefl LI# L c R U Rw ! Rh f RL I W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.053 N 999 360 -r* 316 29 30 1 - 80 7 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.213 N 554 240 P 1158 / 99 / 95 1- / 6.4RiskBCDL500 EXP: Category: II Snow Duration: NA HORZ(L.L). -0.011 J J 1330 1112 / 102 1 - / 3.2 Des Ld 55 00 Mean Height: 15.00 ft HORZ(Tl )0.026 J Wind reactions based on MWFRS NCBG"LL, 10.00 Code ! Miss Criteria , Creep Factor: 2,0 T Min Brg Width Req = - Soffit: 2,00 TCDL: 4.2 pot Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.881 P Min Brg Width Reg = 1.5 BCDL: 3.0 psi J Min Brg Width Reg = 1.5LoadDuration: 1,00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,908 Bearings T, P J are a rigid surface. Spacing: 24.0 " I C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.760 Bearings T & P require a seat plate. Loc. from endwall: Any FT(R'i`:20(0)J10(0) GCpc 0,18 Plate Types) . _ _ .... .... ..... Members not listed have forces less than 375# Wind D.iratlon 1.00 WAVE VIEW Ver 17.02.01A.1115 21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Cornp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) E - F 220 - 1200 H -1 211 •1099 Top chord 4x2 SP #1 :T2 4x2 SP #2 N: F - G 226 -1233 1 - J 204 - 1069 Bot chord 42 SP #2 N G - H 205 -1076 Webs 42 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSO Chords Tens.Comp,. Chords Tens Comp. Special Loads P - 0 420 - 86 N - M 1238 - 227 Lumber Dur Fac.= 1.00 / Plate Dur Fac.=1.00) O - N 1233 -226 TC: From 291 pit at 0,00 to 350 plf at 5,88 TC: From 387 pit at 5.88 to 387 pit at 11,28 Maximum Web Forces Per Ply (Ibs) BC: Frorn 10pitat0,00to 10 prf at 10.97 Webs Tens.Comp. Webs Tens Camp. Plating Notes A - T 119 -655 E - 0 1239 -214 All pates are 1. 5X3 except as noted. t tl A - S 576 - 117 O - F 135 - 824 FJ A S - B 116 - 453 M - J 1597 - 305 Winder P - E 203 - 1200 Wind loads based on MWFRS with additional C&C member design. Maximum Gable Forces Per Ply (lbs) Additional Notes ° - " Gables Tens Comp, Gables Tens. Comp See ANSifTPI 1 Sect' 7 for additional bracing C _ R 94 -425 I - M 184 913 requirements. Bracing material to be supplied by 7, D Q .444 erection contractor, s Provide for complete drainage of roof 50TE Truss must be installedasshownwithtopchordup. 66 lR mats 04/ 12,/2018 WARNING** READ AND FOLLOW ALL. NOTES ONTHIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatingq, handlingshipping, installing, and bracing. , Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI anc7 SBCA) r as dry practices prior to performing these functions. Installers shall provide temporary bracing per E3CSt. Unless noted othewlse.top chord shall have property attached structural sheathln ra and bottom chord shall have a propperly attached rtctlei St. Locations shown €or errnanent is# eral restraint of webs shall have bracing lnstalleci per BC SI sections B3. B7 or E110, as applicable Aprgiy later toeachfaceofpfrussandpositronasshownaboveandontheJ<>nt Details, unless noted oche wise. Defer to drawings 160A-Z €or standardplatepositions. ALPINE Alpine, a division of hrWBurldtrlj,ornponents Group Inc. shall not be resposibleforanydeviation from thisdrawn an falfure to btald the rs in conformance with ANSI1 1. or for handlintF, shipping;nstallationand bracing af.trussesA seal on this dry Irig or cover page , 24uc Lakc>. Carange Gr.Mistingthisdrawin Indicatescceptance of ro essionaengineeringgresponsabllrtysolelyforthedesignshown. The suiabilityand use of this t rawingforystructureistherespoaasibiltyoftheBuildingDesignerPerANSIfTPI1Sec.2. Suite 150 i _.. Fqr mere intrarrrrafirrrt 'tic sabsanr¢ mores....__._.t... s .rPNE pmneiemcom_TI w.ww..,.p_in.s_.....-rsl F.A ,.w_._wtb._cin...Ly!r _:2 ._L _.Rsn_ .a19 _O..r.andu Fl_...,, ...3.,-28.3,..7 hew..—_w_w.aL»__vr_P__.....,,.....,....._. Job Number N330089 Ply ! 4E QU5113 f 13 1 SY42 Cust. RR8975 JRe1 1Wa289750081 VARIOUS ,9AGMA7,258MC/258TC ,R/01Orly, 1 PRC3M; RDG Domino 10? 9k3.12Y511Q81 Truss Label F 1"8Q Kid 1 WHK 04/1212018 17' 8 1191,1 1 3`5"3 17 8.. 2, _ 17"8 1' 3°12 1' 3"12 — 1 5X3 4X4 1.5X3 3X6 A B C D yH G F E 3X4 i 2X4 X4' 3X4 3, 5„ 3 TOLL g 40 00 (P Wind Std: NA P NA Ct` NAP CAT NA, PP Deflection in 1 L Maximum Reactions (Ibs) m Loading Criteria e Wind Criteria Snow Criteria P, Pf in PSF i Defl(CSI Crater g n koc Lfdefl LF# Loc R I U r Rw / Rh 1 RL. / W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA tVERT'(LL): 0.016 B 999 360 H 522 1- 4.0 f3CLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERTjl-): 0 028 B 999 240 E 465 BCDI_: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 B - - i H Min Brg Width Red = 1. EXPNADesLd55,00 j HORZ(TL). 0.003 B E Min Brg Width Req = - MeanHeight: NA If NCBCLL 10,00 Code f Misc Criteria Creep Factor, 2.0 Bearing H is a rigid surface TCDL.: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 t Max TG GSI: 0.275 TPI Sid: 2014 Max BC CSI: 0.294 I Members not listed have forces less than 375# LoadDuration1,00 MWFRS Parallel Dist: NA Maximum Top Chord Forces Per Ply (ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.259 Chords Tens Comp. Chords Tens Comp _. Loc. from endwalk NA FT/RT_12(0)f10(0) _ _. _ l: NA GCpi: NA Plate Types): B G 0 -391 G - D 0 376 Wind Duration NA WAVE VIEW Ver 17,02 01A 1115 21 Lumber Maximum Dot Chord Forces Per Ply (Ibs) ds ValueSet13B (Effective 6i112013) ChorTens.Gom.p.. _.. Top chord 4x2 SP #2 N G - F 391 0 Bot chord 42 SP #2 N Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "I3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1 /30/2013 by ALSi A- H 0 -494 F- D 545 0 Special Loads A- G 533 0 D- E 0 _447 Lumber Dur.Fac..µ1.00 t Plate Dur.Fac:.=1.00) G - B 0 -471 TC: From 100 pif at 0.00 to 100 plf at 3,43 BC: From 10 pit at 0.00 to 10 pit at 3.43 TO 610 6b Cans. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up 100, f rf e 2. m x NTE Al 90278 r tt t4 t 4/ 12f? (118 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, handflnq shilping, installing and bracing. Refer to and follow the latest edition of f3GSl (Building ComponentSafetyIrtformatiort, by TPI and BGA} fdr safety practices poor to performing these functions. Installers steal! provide tempos y hracinperSCSI. Unless noted othelwtse,top chord shad have properly atCached structural sheathing and bottom shoed shall trove a properly attachCirslidceilingLocationsshownforermanentlateralrestraintofwebsshallf2averacinccttinslai(ed per BCSI sections B3 B7 or 1310, asapplicableApply >lotes to each face ofptruss and position as shown above and on the JonfDetails, unless noted o4he wise f efer to drawings 160A• for s and d plate positions. Alpine, a division of I' Buiidin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ALPINE truss In conformance with ANSI i PI 1, or for handling, shippity installatiN and bracing of,trussesA seal on this dr wrrtig or cover page , , 240u Lake Orange C r. listingthisdrawinindicatesacceptanceofproassumeengineedresponsibilitysolelyforthedesignshown. The ism ability g anduseofthisrawingforanystructureistheresponsibilityofthewildingDesignerperANSIrrPI1Seca, Suite 150 Fear mere tnfearmdtie n ,ee this cb`s cs aq . aT the" web saes ALP[NF" vvw w 8 ineitw COM, Tr'i www t knst rzr SE3CA wweu.st r,jrqEstry.co nr, ICC: www Jce,.afta. rq Orlando FL32837 Job Number: N330089 Fly 1 SFQN .5114 1 T73 /SY42 CusL RR8975 JRef: 1VVa289750081 VARI()US,9A619A7,258MC/258TC,R/0I Qty. I FROM: HIM F EirwIno 102,18 1215,10800 Truss Label: FI-10G K D WHK 04/121201817-8 2A"7 3'11 15 17'8 8" 15 17"8 1'3"12 — 3" 1'3"12 4X6 2X4 2X4 3X6 A B C D ifJ i 4 H G F E 4X4 4X4 2X4 3X3 311"15 TCLL: Loadin4000 Wind Std: g Criteria ( pic Wind Criteria NA NA PgSnow CriterCtia NA iPgPCATiNA PPf inPSF) DefDeflUCSeI Critoneria A Maximum Reactions (Ibs) in locLldefl L./# LocR I U /RW /Rh / RL /W cti TCDL: 10,00 Speed: NA mph Pf NA Ce: NA VERT(I-L)i 0,023 C 999 360 H 2008 / /4,0 BCLL: 000 Enclosure: NA I Lu: NA Cs: NA VERT( TL): 0.042 C 999 240 j E 505 / BCDL: 5,00 Category: NA Snow Duration: NA HORZ(Lf-): - 0.009 D - It Min Brg Width Reg = 1.5 EXP, NA 1 FIORZJL): 0, E Min Big Width Reg = - Des Ld 55,00 013 D Mean Height: NA ItNCBCLL '10,00 TCDL: NA csfCodeIMiscCriteria Creep Factor: 2.0 Bearing H is a rigid surface. Soffit 2,00 BCDL: NA psf Bldg Code: FBC 6th. ed 201 Max TC CSL 0,860 i Members riot listed have forces less than 375# TPI Ste: 2014 Max BC CSL Load Duration: 1 00MWFRSParallelDist: NA 0,319MaximumTopChordForcesPerPly (Ibs) Spacing: 24,0 CFTC Dist a: NA it Rep FactorsUsed: Yes Max Web CSL 0,384 Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens ,,Comp '.11-1 Chords"- Tens'. 1, NA GCpi NA Plate Type(s): A - B 0 - 416 C-D 0 -415 1 Wind Duration: NA WAVE VIEW Ver: 17.02. 0 1 A. 1115.21 B,C 0 -438 Lumber Value Set13B (Effective 6/1/2013) Maximum Pat Chord Forces Per Ply (Ibs) Chords Tens.Comp, Top chord 4x2 SP #2 N Bar chord 42 SP #2 N G - F 438 0 Webs 4x2 SP #3 Lumber value set '1313" uses design values Maximum Web Forces Per Ply (Ins) approved 1/30/2013 by ALSO Webs Tens,Comp. Webs Tens. Comp. Special Loads A-H 0 -2011 C - F 0 -475 Lumber Dur.Fac,=1 .00 / Plate DLrr,Fac,=1.00) A-G 692 0 F- D 597 0 TC Frain 4 pit at 0.00 to 4 pit at 4,00 G - B 0 -450 D - E 0 -468 BC: From 10 prior 0.00 to 10 pit at 4,00 TC: 804 lb Sons Load at 0.15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. 111mithilips%, z prat tttaate S jTF - ON THIS 6RAW 6 --WARIib'WG-- READ ANDFOLLbiWkLN( - S DRAWING! IMPORTANT** FURNISH THIS DRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI an SBCA) (or so etypracticespriortoperformingthesefunctions. Installers shall provide temporary bracing er BCS1. Unless noted o herwise,top chord shallhaveproperlyattachedstructuralsheathingandbottomchordshallhaveaproperlyattacheyri9aidcelliny. Locations shown for lateral restraint ofwebsshallhambraoclinniginsalledperSCSIsectionsB3, B7 or 10 as applicab e, Apply plates to each face a tnssandpositionasstrewnaboveandonteJDetails, unless noted otherwise, kefer to drawings 160A-Z for standard plate positions. Alpine, a division of IJW Buidi ALPINE ni+Components GrouX Inc. shall not be responsible for anydeviationfromthisdrawing,ap failure to build the truss in conformance with ANSI PI 1, or for handliIshippirip, installation and bracing of trussesA seal on this or w4ylg or cover pape z listing this drawmR, indicates acceptance of pro) essiona en ineermresponsibilitysolelyforthedesignshown. The ability 2400 Lake Orange Di r t, and use of this rawing for any structure is heresponsibilit? of the Ouilding Designer per ANSVTPI 1 Sec.2. Suite 150 L eLa!!LoteU. , nq,thesewetb es ALPINE v—v pnejtt oaijEtinst orq B— s oi-LdtsLry orn, Ic ww L csafe 9 rq Orlando FL, 32837 qt _ pqf__ t_ _ __9__L_ oat _§_ _ _L _ Job Number N330089 I Ply 1 VAR IOUs 9A6/9A7,268MC/258TC R/01 City: 8 Truss Label: Al Loading Criteria (psf) TCLL: 20,00 TCDL: 1700 BCLL 0,00 BCDL: 1000 Des Ld. 4700 NCBCLL: 10,00 Soffit 0,00 Load Duration 1.25 Spacing 24 0 " 71014 15' T10"14 7'1 "2 10' 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph EnCIOSUre: Closed Risk Category: 11 EXR 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 If Los, from endwall: not in 4.50 ft GCpr 0.18 Wind Duration: 1,60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SIP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP #3:W2, W3 2x4 SP #2 W Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance, Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce, NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Corti FBC 6th ad 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5X5D 30' 10' 0, SEEN 5115 / T37 COMNCust R8975 JRef: 1Wa289750081 FROM: PR I DrwNo: 102.18.1215.10301 KD / WHK 04112/2018 22' 1'2 71 ` 2 Defi/ CSI Criteria Pic Deflection in too L/defl L/# VERT(- L): 0,126 H 999 360 VERT( TL): 0.438 H 999 240 f- iORZ(LL)L 0.046 H - - HORZ( TL): 0.103 H Creep Factor: 2,0 Max TC CSI: 0,936 Max BC CSI: 0,798 Max Web CSI: 0,668 VIEW Ver: 17,02.01A,1115.21 a 4* 0 IM 278 NA 30, 10 14 A Maximum Reactions has) Loc R I U Rvy- I/ Rh -/ RL / W B 1643 / 704 /1025/- /287 /4,0 F 1643 /704 /1025/- 1 - /4.0 Wind reactions based on MWFRS 6 Min Brg Width Reg = 1.9 F Min Brg Width Reg = 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, Camp. B- C 1115 -2701 D-E 1140 -2425 C- D 1140 -2423 E - F 1115 -2702 Maximum Rot Chord Forces Per Ply (lbs) Chords Tens,Comp. Chords Tens, Come, B - 1 2289 -852 H-F 2291 -852 1 - H 15CA -439 Maximum Web Forces Per Ply (lbs) Webs Tens,Comp, Webs Tens. Comb. 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, handlirp, shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, pyTPI an SBCA) or so ety practices prior to performing these functions. Installeis shall provide ternporary bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a pro erly attachedidcioloaLocationsshownforermarentlateralrestraintofwebsshallhaverbracingrisNalledperBCIsectionsB3137or910asapplicabe. Apply plates to each face of"iruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions, Alpine, a division of IT WBuild ig ,4ComponentsGroup Inc. shall not be responsible for any deviation from this draorrintau, failure to build the trussinconformancewithANPI1, or for handinq, shippin?, installation and bracing of trUssesA, seat on this dr wi g or cover pa e hatingthisdrawin , indicates acceptance of pro essiona engmeerm responsibility solely for the desi n shown. The suidl bility rawingforanystructureisheresponsibilityoftheguildingDesignerperANShTPlISc.Z anduseofthis9rirFor more information see Ifus tab's oeneral notes nine and these web sifies,. ALPINE w— alnineitw. coon Tor w— tmnst orn SrrCA b,,rndusfir, romCCwww --f mommMid I a 16 N I Pw MWIl—, 2400Lake Orange Li, Sure 15'0 Orlando FL, 32837 Job Number: N330089 Ply, I SEQN 5116 t T36 HIPS I Cust RR8975 JIRO: 1Wa289750081 VARIOUS 9A619A7,258rdC/25a"rc R/01 Qty 2 FROM RDG DrwNo: 102,18,1215.10147 Truss Label: A2 i KM WHK 04/12/2018 67' 13' 17' 23'5" 301 4X10 5X8 12 6 W3 04 :4X4 C B A H 5X8(02) 8X12 02 MIs 5X8(B2) 30, 10, 10, V 1020' 30, Loading Criteria ctsr Wind Criteria Snow Criteria (P%Pf inPSFy DefI/CS1 Criteria A, Maximum Reactions (Ins) TCLI- i 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA{ PP Deflection in loc L/defi L/# Los R U /Rw /Rh I RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0127 1 999 360 B 1618 1 308 /1030/- /254 14.0 Enclosure: Closed BCLL0,00 Lu: NA Cs: NA VERT(TL): 0.449 1 999 240 G 1631 f 308 /1030/- /40 BCDL 10,00 Risk Category: If Snow Duration: NA HORZ(LQ: 0.053 1 - - Wind reactions based on MWFRS EXP: C Des Ld. 47.00 HORZ(TL)i 0.120 1 B Min Brg Width Red = 1.9 NCBCLL: 10L00 Mean Height 23.69 ft Code / Miss Criteria Creep Factor: 2.0 G Min Brg Width Reg = 1 A TCDL: 4,2 clef Bearings B & G are a rigid surface. Soffit: 0,00 BCIDL: 5.0 Pat Bldg Code: FBC 6th,ed 2011 Max TC CSI, 0,841 Load Duration: 1,25 MWFRS Parallel Dist: If to 2h TPI Sid: 2014 Max BC CSL 0.831 Members not listed have forces less than 375# Spacing. 24.0 CS I: Dista: 3.00 it I Rep Factors Used: Yes Max Web C: 0,258 i I Loc. from endwall: not in 9.00 ft FTIRT:20(0)110(0) Maximum Top Chord Forces Per Ply (lbs) I Chords Tens,Cornp, Chords Tens. Comp, PlateType(s): GCpi: 0, 18 -- --- --- --- ----- Wind Duration 1,60 WAVE VIEW Ver: 1T02.01A,1115,21 B-C 1040 -2703 E-F 9-71 -2359 C - D 970 -2330 F - G 1039 -2732 LumberD - E 874 -1713 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bat Chord Forces Per Ply (Ibs) Patchord2x4SP #1 :132 2x6 SP #2 N: Chords Tens.Comp, Chords Tens. Comp. Webs2x4SP #3:W3 2A4 SP #2 NL Lf Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B-J 2309 -796 1 - G 2334 -824 1- Urnber value set "138" uses design values i - 1 1727 -518 approved 1/30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) BracingWebsTensComp. Webs Tens. Comp. a) I X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) so Box or Gun C - 1 302. -465 E - 1 6-18 -224 nails( O. 1 13"t<2.5",min). Restraint material to be J - D 648 -254 1 - F 301 -464 supplied and attached at both ends to a suitable support by erection contractor, ffA a) or scab reinforcement may be used in lien of CLR restraint substitute (1) scab for (1) CL.R and (2) & scabs for (2) CL.R'S where shown. Scab *0.00 ?e" reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0. 1280" gun nails @ 6" oc. Loading 648 Truss passed check for 20 lost additional bottom chord live load in areas with 42"-high x 24"-wide clearance. E Wind Wind loads based on MWFRS with additional C&C SF member design, N. 0 278 NAk. Lo# rxI0411` 21 018 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 SCSI (Building CComponentSafetyInformation, by TPI an 1 satiety practices prior to performing these functions, Installers shall provide temporary bracingperBCSI, Unless noted otherwise,top chord shall have properly attached structural sheathut and bottom chord shall have a pro erly attachedRNidceiliny, Locations shown for lateral restraint of webs shall have bracing installed per BCSI s 10, setionsB3, B7 or asapplicableApplyOatestoeachfaceatrussandpositionasshownaboveandontheJointDetails, unless note otherwise. Defer to drawings 16OA-Z for standard plate positions. Cornponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the Alpine, a division of ITW Bujlrfi ALPINE fro 1 hasinconformancewithANSIP1 1, or for handlin% shippin?, installation and bracing f trussesA seal on this dr wing or cover papa listing9thisdrawingindicatesacceptanceofpro) essrona engmeerm responsibility solely for thedesign shown. The suitability 2400 Lake Orange Dr, u awing for any structure is he responsibility of the Orulding Designer per ANSIfTP1 1 Sec,2. anduseofthisrrI, Suite 150 Orla rdo FL, 32837 Lclr!j)'obenformation hs J!jb s_owi v alnqes page and these web sites, ALPINE wwo, aipinestw coal,, 'TPI A Lf'-t'ym—'--ng—M Job Number: N330089 Ply: 1 ,w EQN 5117 f T35 1 HIPS C'.ust: RR8975 Jeef 1 Wa289750081 VARIOCJS,9A619A7,258MCt258TC,R/OI City 2 FF2OM:RDG DrwNo: 102,18.1215,10769 Truss Label: A3 KM t WHK 0411212018 57" 1' 19, 24' 5" 30' 5' 7' 8' S" 57„ SS0514 SS0514 D T2 E 12 6 4X4 WO... 4Y4 C (a) F.. v B t A G 6X8( B3) H0510 H0510 - - -= 6X8(B3) 30 1' 10, icy 10" V ; 0, 20 30, Loading Criteria C9sf) Wind Criteria Snow Criteria (Pg,Pf,n PSF) Deft/CSI Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Lldefl L/# Los R 1 U Rw 1 Rh f RL f W TCDL: 17.07 Speed: 150 mph Pf: NA Cc: NA VERT(LL): 0,124 l 999 360 B 1599 / 437 / 1029/ - / 220 14,0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,446 1 999 240 G 1621 / 437 / 1029f - 14.0 BCDL: 10,00 Risk Category: II 1 Snow Duration: NA HORZ(LL): 0,056 1 - - Wind reactions based on MWFRS EXP; C Des HORZ(TL): 0.129 1 B Min Brg Width Reg = 1.9 Mean Height: 23.19 It NCBCLL. 10,00 1 Code / Misc Criteria I Creep Factor: 2.0 G Min Brg Width Reg = 1.9 47 00 TCDL: 4. 2 psi Soffit: 0,00 BldgCode: FBC 6th.ed 201 Max 1"C CSI 0,865 Bearings B G are a rigid surface. I BCDL: 5.0 psi Load Duration: 1 25 MWFRS Parallel twist. h/2 to It z TPI Std: 2014 Max BC CSI: 0.839 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSL 0,199 Loc. from endwali: not in 9.00 ft FTfRT 2Ci(0)110(Cl) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens, Cortlp GCpi: 0,18 PlateType(s): Wind Duration: 1.60 WAVE, HS, 18SS VIEW Ver: 17.02.01A.1115.21 B - C 1069 -2660 E - F 972 - 2355 C-D 972 -2 01 F-G 1068 -2711 Lumber D - E 933 -1913 Value Set 13B (Effective 611/2013) Top chord 2x4 SP # 2 N :T2 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 SP # 3::Rt Wedge 2x4 SP #3: B J 2273 -829 1 - G 2318 •856 Lumber value set "i 3B" uses design values J - 1 1952 -635 approved 1/30/2013 by ALSO Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp a) 1 X4 #3SRB or bettercontinuous lateral restraint to be equally spaced. Attach with (2) ad Box or Gun J - D 502 -134 E - I 503 123 nalis(0 113"x2. 5",min.). Restraint material to be supplied and attached at bath ends to a suitable support by erection contractor, i a) or scab reinforcement may be used in lieu of CLRtils O' restraint, substitute (1) scab for (1) CLR and (2) scabs for (2) CLR' S where shown. Scab j reinforcement to be same size, species, grade, and 80% length of web member, Attach with 0,128x3" gunAs nails @ 6" on, Loading Truss passed check for 20 psf additional bottom # T chord live load In areas with 42"-high x 24"-wide ? clearance.. LATE Wind Wind loads based of) MWFRS with additional C&C member design. r '".ar.. .... o 278 zir rr a seo 04/ 12/2018 WARNING** REAL) AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fabricating, handiin shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information byTPIanddSBCA) fo`r safety practices priorto performing these functions. Installers shall provide temporary, bracing Baer BCSI. Unlessnotedotherwise,top chord shall have properly attached structural sheathinct and bottom chord shall have a propperly attached n4id ceilinq LocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910, as applicable, Apo yOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Defer to drawings 160A-Z for siandard plate positions.ALPINE Alpine, a division ofITWBuiltiinComponentsGroupInc. shall not be responsible for any deviation from this drawing,any failure to build the 11-, ,O,,.i,, truss in conformance withANSI1PI1, or for handiin shipprn , installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Cyr. listing this drawing,indicatesacceptanceofproessionaTqengineerin_q responsibility solely forthe design shown. The suitability J and use of thisrowingforanysuctureistheresponsibilityoftheguildingResignerperANSUTPI1Sec.2. Suite 150 Orlando FL, ;2._F37Fo__ ore nfomatonseehceneral -notespaeendthesewbwteawaam, TPI a.in „_. Job Number: N330089 VARIOUS 9A6/9A7,258MC/2581"C Rf0l Truss Labek A4 ly 3'1 6' Ply: I SFQN: 5118 / T34 / HIPS i Cust R R8975 Jfyot 11Va289750081 Oty 2 FROtoRDG DrwNo: 102.18.1216,10613 KM I WHK 04/1212018 21' 24'1 30, 6T1 4X6 04 4X6 D E F 12 2X4 6 C 2 4 B A 4X6{[ 32) K 5X8 5X8 H 4X6( B2) 30, 10, 10, 10, 10, 20' 30' Loading Criteria (psh Wind Criteria Snow Criteria (Pg,rlf in IISF) Defl/CSI Criteria k MaximumReactions (lbs) TCLL: 20,00 Wind Std: ASCE 7-10 log: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R I U Rw / Rh l RL l W TCDL: 17,00 i Speed: 150 rnph Pt NA Ce: NA VERT(1.1) 0 124 E 999 360 B 1548 1440 /1022/- /187 /4.0 BOLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(Tf-). 0,475 E 999 240 H 1548 / 440 /1022/- /4,0 BCDL: 10,00 Risk Category: It Snow Duration: NA HORZ(Ll-) 0,048 J - Wind reactions based on MWFRS Des Ld 1 4 1 7 1- 1 00 EXP C HORZJL): 0,117 J B Min Firg Width Reg = 1.8 NCBCLL: 10,00 Mean Height: 22 69 ft TCDL 4, 2 net Code t Miss Criteria Creep Factor 2.0 H Min Brig Width Reg = 1,8 Soffit: 000 BCDL 5,0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSL 0,782 Bearings B & H are a rigi d surface. Load Duration: 1,25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max PC CSI: 0,806 Members riot listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3,00 ft Rep Factors Used: Yes I Max Web CSI: 0,340 Maximum Top Chord Forces Per Ply (lbs) Loc. fromendwall: not in 9,00 ft FT/RT20(0)/10(0) Chords Tens Comp. Chords Tens, Cornp, GCpi: 0.18 Plate Type(s)i Wind Duration: 1.60 WAVE VIEWVer: 17,02.01A.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 N Maximum Bet Chord Forces Per Ply (Ibs) Bot chord2x4SP #1 Chords TensChords Tens, Cents. Webs 2x4 SP #3 Comp. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: IS - K 2147 -832 J - H 2147 -860 Lumber value set " l 3B" uses designvalues K - J 2322 -872 approved 1/30/ 2013 by ALSC Wind Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens Counts, Wind loads based on MWFRS with additional C&C member design. D- K 626 -251 J - F 626 -251 STATE6 Yf g P '- 4 OR\ 940 279 N, T/ONA llk l 04/12/2018 kirllhN6" BEAD AND FOLLOW ALL N6-M-drkl THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ina ornponpnts Group Inc. shall not be responsible for any deviation from this drawing,ap I u failuretobuild the 1 1, ororhandling, shippin?, installation and bracing of trussesA seal on this drawi g or cover page, a acceptance oftlyroessionaengineeringresponsibilitysolelyforthedesignshown. The suleblity sr f, NranystructureisheresponsibilityoftheguildingDesignerperANSI/TPI 1 c, 2. more information see this 1N nWCOMIAIII 2400 take Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 Ply: 1 1 SEON 5119 1 T52 SPEC i Cust: RR8975 JRef: 1VVa289750081 VARIOUS 9A6/9A7,258MC/258 rC,R/Ol Qty: 1 FROM: PFH DrwNo: 102.18.1215.11641 Truss Label: A5G KD I _DF 04/12/2018 T 15' 23* 30' 4- 7' 1 7 SS0712 III3X8 ///8xlo C D T2 E 12 T- 6 4X6(Cl) 4a) a) YV 5X5(C8) W2 T3 4X80) M F A G K H AX8 SS1017 30' 1, 6'10"4 8'1 12 8'1 12 6'10"4 610"4 15' 23'1"12 30' Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria 1 A Maximum Reactions (Ibs) TCLL: 20,00 Wind Bid: ASCE7-10 Pg: NA Ct: NA CAT: NAI PP Deflection in Joe L/defI L/# Loc R I U /Rw /Rh /RL /W I- , ,,, .... . . ...... ..... TCDL: 17,00 Speed 150 mph Pf NA Ce. NA VERT(LL): 0r226 D 999 360 K 3881 /2033 I /4,0Enclosure: ClosedBCLL: 0.00 VERT(TL): 0.849 D 663 240 F 2897 /1290 14,0Lu: NA Cs: NA Risk Category, 11BCDL 1000 Snow Duration, NA HORZ(LL): 0.039 C - - Wind reactions based on MWFRSEXPCDesLd. 47,00 i HORZ(TL): 0,093 C K Min Big Width Req = 3,2MeanHeight: 22.19 it I F Min Brg Width Reg = 2.4CodeIMiscCriteriaICreepFactor: 2.0NCBCLL" 10 00 TCDL: 4.2 psf I Soffit 0,00 1 1 Bearings K & F are a rigid surface, I BCDL: 5.0 pat Bldg Code: FBC 6th.ed 201" Max TC CSI: 0.928 Load Duration: 1.25 i TPI Std: 2014 Max BC CSI: 0.571iMWFRSParallelDist:0 to h/2 i s not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 If Rep Factors Used: Yes Max Web CSL 0.655 Member Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/l 0(0) Chords Tens.Comp. Chords Tens. Comp, GCpr 0,18 Plate Type(s): Wind Duration: 1,60 WAVE, 18SS VIEW Ver: 17 : 02 02&1213,21 B - C 3760 -7769 D - E 4104 -9211 C-D 4107 -9214 E-F 2436 -5479LumberWind Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum But Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x8 SP Chords Tens.Comp. Chords Tens. Comp. 2400f-2.01E: Additional Notes 33 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Bet chord 2x8 SP 2400f-2.OE i - 1 6844 -3259 H - F 4824 -2124Webs2x4SP #3 :W2 2x4 SP #2 N: THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. W,t 2x4 SP 2400f-2.OE: Maximum Web Forces Per Ply (Ibs) Lumber value set '1313" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSO ------ --- --- i - C 945 -306 D - 1 865 -1208 Bracing C - 1 2580 -1117 1 - E 4784 -2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) bid Box or Gun nails(0.1 13"x2.5",mirr). 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 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, 641B Special Loads Lumber Dur.Fac,=1.25 / Plate Dur,Fac.=1,25) TC From 78 pit at -1,00to 78plfat 31,00 VATBC: From 20 pit at 0.00 to 20 plf at 30.00 TC: 562 In Conc. Load at 7.03 T 250 In Conc. Load at 9,06,11,06,13.06 4C: orBC: 574 In Core. Load at 7,03 BC: 136 In Cons. Load at 9.06,11.06,13.06 BC: 1389 Is Conc. Load at 14.27 40278 T/O N 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 SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions, Installers shall provide temporarybracingperBCSI. Unless noted otherwi e rchchard shall have properly attached structural shpathin and bottom chord shall have a pro anyattacherNldcefiny, Locations shown s f tpepermanent lateral restraint of webs shall have bracinp insRalled per BCS1 sections B3 B7 or 910, f 0 trussasapplicable. Appy plates to each face and as shown above and onthe Join Details, unless noted otherwis, (defer to drawings160A-Z for standard plate positions. A Alpine, a division of HFW B uildi h ComponentsGroup Inc. shall not be responsible for any deviation from this drawing,any failure to build the 1044LPINE trussinconformancewithANSIPI1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cove e M 111M1111'y listing this drawin , indicates acceptance of messiona engmeerm responsibili, solely for the design shown. ThersTiPability 2400 Lake Orange Dr, anduseofthisgrawingforanystructureispro of the duilding Desigi er per ANSIrrPI I Sec.2. Suite 150 Formare± 0-r 2-01 ..wL—alpnelwconri Orlando FL, 32837 Job Number: N330089 VARIOUS 9A6/9A7,258MC/258TC RIO 1 Truss Label: A5GA eD0 Ply: 1 SEQN: 5120 / T49 / HIPS 11 Lust: RR8975 JRef, lWa289750081 Qty 1 1 iFROM:RDG DroNo: 102,18,1215,11408 KID / DIF 04/12/2018 7' 23' 30' 7'8 8 7' 8X813X8D T2 8X8E C0" 4 6' 10"4 Loading Criteria (psf) 1 Wind Criteria TCLL: 20,00 Wind StcL ASCE7-10 TCDL: 17.00 Speed: 150 mph BCLI 0.00 Enclosure: Closed BCDL 1 10,00 1 Risk Category: 11 Des Ld: 47,00 1 EXP: C 1 Mean Height: 22.19 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 lost LoadDuration: t25 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 #3: Lumber value set '1313" uses design values approved 1/30/2013 by ALSC a) 1X4 #3S?kB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0,1 13"x2,5'%mjn), Restraint material to be supplied and attached at both ends to a suitable support by erection contractor, 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. mmmlmm= Bug blocks: 0. 1 28"x3" nails bug 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, 8' 1 " 12 81"12 15, 23'1"12 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl Lof Pf NA Cc: 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 - - J HORZ(TL): 0.164 H iCode / Misc Criteria , Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,969 TPI Std: 2014 Max BC CSC 0.869 Rep Factors Used: Yes Max Web CSL 0.535 FT/ RT:20(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 17.02.02A.1 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) TC: From 78 isf at -1 .00 to 78 pit at 7.00 TC: From 39 pit at 7.00 to 39 plf at 23.00 TC: From 78 plf at 23,00 to 78 plf at 31,00 BC: From 20 pit at 0.00 to 20 pit at 7.03 BC: From 10 pit at 7.03 to 10 pit at 22,97 BC: From 20 pit at 22.97 to 20 pit at 30,00 TC: 565 lb Cone. Load at 7.03 TC: 254 le 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 to Cons. Load at 22,97 BC: 579 lb Conc. Load at 7.03 BC: 137 to Conc. Load at 9.06,11.06,13.06,15.00 BC: 136 Its Conic. Load at 16.94,18.94,20.94 BC: 574 In Conc. Load at 22.97 13 0 1 § TATE Of 11" Ot" 'Z OR\V o v ' , o 40A'Nek%P, ze- ZOW, !!; M A Maximum Reactions (Ibs) Loc R / U Rw / Rh / RL / W B 3660 /1670 /4,0 F 3652 /1660 /40 Wind reactions based on MWFRS B Min Big Width Reg = F Min Brg Width Reg = Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord *I Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp, B- C 3192 -7023 D - E 4029 -8777 C - D 4029 -8777 IF - 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 11 - F 6161 -2770 Maximum Web Forces Per Ply (Ins) Webs Tens.Cornp. Webs Tens Comp. i - C 684 0 I- E 2896 -1378 C - 1 2877 -1356 E - H 678 0 D - 1 1058 -1584 04/ 12/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary' BCSI. Unless noted otherwise,top chord shall have properly attached Structural sheathingand bottom chord shall have a pro efly ia9 ceiling LocationsshownforarmamentlateralrestraintofwebsshallhavebracinginsailedperBCSI, sections B3 B7 or 10 Apply IOates to each face o?,russ and position as shown above and on the Join Details, unless noted otherwise. Refer to' 6OA-Z for standard plate positions. of ITW Build in ,$ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ince withANSIPI1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pag e, essionA responsibilitysolelyforthedesignshown. The suitability in indicatesacceptanceofpro), engineering re! 5 grawingforanystructureisheresponsibilityoftheguildingDesignerper ANSI/TPI 1 Sec.2. see this iob's oeneral notes oaae and these web sites ALPINE wwwolpineitw.com, TPI. www toinst.ora: SECA: wwvv sbondustry corn ICC www iccsaf RON,= AN' MCOMMNY 2400 Lake Orange Dr. Suite 150 Orlando FL., 32837 Job Number: N330089 Ply: I SEQN, 5121 1 T18 VARIOUS 9A619A7,258MC/258TC RIO 1 Qly 4 ,FROM RDG Truss Label: G1 1018" 15'8"12 57"4 5'0' 12 5c"12 7'4"4 TWA Loading Criteria (psfi, Wind Criteria TCLL: 2000 Wind Ste: ASCE 7-10 TCDL 17,00 Speed: 150 rnph BCl-L: 0,00 Enclosure: Closed BCDL 1 10,00 Risk Category: 11 I EXP: C Des L& 47.00 Mean Height 15,00 If NCBCLL10,00 TCDL. 4.2 dot Soffit 0,00 BCDL: 5.0 psf Load Duration: 1.25 I MWFRS Parallel Dist h/2 to In Spacing: 24,0 C&C Dist a: 3,00 ft Locfrom endwall: not in 9.00 it GCpr 0. 18 Wind Duration 1,60 Lumber Value Set: 13B (Effective 6/112013) Fop chord 2x4 SP #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set `1 3B" uses design values approved 1/ 3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design, 4X8 D 2 1' 4" 67T 13'11"12 2 1'4" 57A Cust R R8975 JRef: 1Wa289750081 Dtwrlo: 102 18 1215, 11034 KM I WHK 04M 2f201 8 Snow Criteria (P9.F1f in PST) Defi/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA, PP Deflection in Ice L/defi Lot Loc R U /Rw /Rh /RL I Pf: NA Ce: NA VERT(LL): 0,049 11 999 360 B 1126 /323 /775 1- /201 8,0 Lu: NA Cs- NA VERT(TL): 0.188 H 999 240 F 1043 / 291 1631 /- 1- 8,0 Snow Duration: NA j HORZ(LL): 0,020 G - Wind reactions based on MWFRS HORZ(TL): 0.048 G B Min Big Width Reg = 1,6 Code / Misc Criteria Creep Factor 2.0 F Min Brig Width Reg = 1,5 Bldg Code: FBC 6th, ed 201T Max TO CSI: 0.387 Bearings B & F are a rigid surface. TPI Bid: 2014 i Max BC CSI: 0 680 1 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CST 0,210 FT/RT:20(0)/ 10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Typedo: Chords TensComp, Chords Tens. Comp WAVE VIEW Ver: 17,02,01A,1115,21 B - C 612 - IT70 D-E 637 -1562 C - D 609 -1552 E - F 639 -1781 6- 5,iATE V1- 164*6 ",+ 101-40R\ v # 0A. V N V10 - NA Maximum Bot Chord Forces Per Ply (lbs) 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.Cornp. Webs Tens. Comp. C - H 218 - 377 D G 550 -213 H-D 535 -205 G-E 220 -384 04/12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALI. CONTRACTORS INCLUDING THE INSTALLERS Trusses naS e sInstalling nstalln' andbraeac'ngRefer to and fallowd" ow'he latest ad 't'o n of BCSI (Buildingpractices Or, performing 'Ihesefunof functions installers shallprovidetemporarybr-C'ngper SCSI UMess noted otherwise,top chord shall have ope,Iattached atmct.aI she.Ih'band bottomcbsud rhaIIhave a properly -tt..he Iusat.t f.anset.IInsh, . 'p,usqa11soPorBCE;IsactionsB3 B7 or 10 as applicable. n arahon anas. andntt. Joint to unlessPetertodrawingsAlpine, a division of ITW Buildin ,4 prnponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1 1, or for handfin shippin?, installation and bracing of trussesA seal on this drawing or cover pa listing this drawin , indicates ace tance of rdtassiona, engineering responsibility solely for the design shown. The suitability 1 rawing for any T A 1and use of this a structure is e responsibility of theBuildingDesignerperANSUTPI1Sec.2. F low "h, 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 more informawn see Job Number N330089 Ply: 1 SE QN: 5122 / 115 I COMN Cust: RR8975 JRe f lWa289750081 VARIOUS 9A619A7 ,258MC1258TC; ,RIO1 Qty: 6 FROM, PFH UrwNo 102,18,1215,11705 truss Lapel. ¢ to KID f DF 04/12/2018 57,;4 t 0,6„ 15,6„12 21;4„ 5 7`4 T5 0 12 50" 1; 57' 4 4X4 D12 C P if e. 4X4( A2) _ 5X5 : = 4X4 4X4(A2) 21' 4' ._-. .... ....._. WA 1311,12 21'4". , Loading Criteria (sf} ,Wind Criteria Snow Criteria (P9 Pf in PST) Defl/CSI Criteria Maximum Reactions (Ins) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA GAT: NAI PP Deflection in loc Lldefl Lot Lac R f U Rw t Rh / RL f W TCCiL: 17.00 Speed'. 150 mph Pf: NA Ce: NA VERT(LL): 0.049 H 999 360 B 1123 1322 /774 1 - f 214 / 8.0 BOLL: 0.00 Enclosures, Closed Lu: NA Cs: NA VERT(1 ): 0.188 H 999 240 1 F 1123 i 322 / 774 f - f 8,0 RiskCategory: II BGDL10,00 Snow Duration: NA 1 HORZ(LL): 0.020 H - - ! Wind reactions based art MWFRS Des Ld 47100 EXP: G _- HORZ(TL): 0.048 F3 B Min Brg Width Reg = 1 6 Mean Height: 15.00 If F Min Br' Width Re 1 NCBCLL10,00 Code / Misc Criteria Creep Factor: 2.0 9 q _ 6 TCDL: 4.2 psf Bearings B & F are a rigid surface. Soffit' C).00 BCDL: 5.0 pet Bldg Cade: FBG 6th.ed 201 Max TC CSI: 0.370 g g Load Duration: 1.25 MWFRS Parallel Dist: h12 t a h TPI Std_ 2014 Max BC GSi: 0,670 Bearings B & F require a Seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.205 Members not listed have farces less than 37 6# Loa from endwalP: not in 9.00 ft ; FT1RT:20(0)l10(0) Maximum Tors Chord Forces Per Ply (Ibs) GGpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, WindDuration, 1,60 WAVE VIEW Ver: 17.02 02A.1213 21 _ B - C 602 - 1765 D - E 603 1548 LumberC - D 603 -1547 E - F 602 - 1766 Value Set: 13B (Effective 611/2013) Top chard 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (ibs) Botchord2x4SP #2 N Chords Tens.CorrChards TC Webs 2x4 SP #3 p. ens. om p` .. Lumber valueset " 13B" uses design values B - 1 1506 426 11 . F 1506 -452 approved 1/30/ 2013 by ALSC I - H 1020 -225 Wind Maximum Web Forces Per Ply (lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp, Webs Tens. Comp, member design. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 f t 648 1,102 NA faaf saft wt 04/12/201 WARNING; * READ AND FOLLOW ALL. NOTES ON THIS DRAWINf IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE. INSTALLERS Trusses require extreme care in fabricating, handiin shi ping, installing and bracing. Refer to and follow the latest edition of BGSI (Building Component Safety Cnfarmation, by TPl and SBCA) f0 sa ety practices prior to po formkng these funo ions Installers shall provide temporary bracing fret E3GSl. Unless Hated othe wise,tap chord shall have properly attached structural sheathinq and bottom chard shah have a properly attachedl rr idce4ienLocationsshownforermanellilateralrestrarntofwebsshallhavebracinInstalledperBGSIsectionsB3, B7 or as appilcale ApplgylatertoeachfaceafptrussandpositionasshavenaboveandantheJantgDetails, unless Hated otherwise Eefer to drawings 16CA-Z for standard plate positionsALPINE Alpine, a divisionofITWBuildinComponentsGroupInc. shall not be responsible for any deviation frorn this drawin ,an failure to build the truss in conformancewithANSInPI1, or for handlinct shipping, installation and bracing of.trussesA seal on this (it wit If or cover page 2400 Lake Orange Dr listing this drawingindicatesacceptanceofpproessronaengmeeniresponsibilitysolelyforthedesignshown. The sot ability, and use ofthist5rawingforanystructureistheresponsibilityofthedilatingDesignerperANSi1TPI1Sec24urte150hot m are Ectf2tr agora nee t€nos irb's e Herat etates za , aettE fha weft »+tu , ALP€NF wuvw ai ine riv eom; TPI crvvw-t_frtnt cae .+BGA w+nw. hi... nclust -com ICC;: t"m u ocesafeaczr QYi sndo FL..32837 Job Number N330089 VARIOUS 9A6/9A7 258MC1258 TG RIO I Truss Label: FG1 2 Complete Trusses Required 2'3" 15 110" 15 5" 4'4`14 6'6`5 8'6`12 F", 2'0"15 2'l " 7 207 Ply, 2 SEEN: 5124 / T70 / FIAT 1 Cust R R8975 )Ref. I Wa289750081 Qty I FROM: RI.)G DrwNo: 102,18.1215,10159 Kra / WHK 04/12/2018 2010"l 10'4`5, 12'1"14 14'5"14 166`1 18'6`1 20'5" 1 119,19 2'4"l 2t)"2 2' I'll" V U T S R" Q P B2 0 N IS :L 06 4X8 8Xl0 8X14{-) 4X6 2X4 8X8 4X6 3` 15 Tl 1`9 12'6`9k4" 4 2'0" 7 2'07 I'l 1 15 l'I I " 15 2'3®9 2'2"9 1111,11 2'0"2 2'0`8 2'3"8 2'0"7 4'0" 14 6'0`13 8'0" 12 10'4`5 12'6"14 14'5" 14 16'6"1 18'6"9 20'10"l Loading Criteria (psO Wind Criteria Snow Criteria (P9,Pf ul Sr t Defi/CSI Criteria A Maximum Reactions (lbs) TCLL 40,00 Wind Std NA Pgr NA Ct NA CAT: p[w PP Deflection in Ion L/defl L/# Loc R U /Rdw /Rh /RL /W TCDL: 10,00 Speed: NA mph Pf NA Ce: NA i VERT(LL)i 0.178 0 844 360 BOLL:000 Enclosure: NA I V 2251 145 /0 /57 Lui NA Cs: NA VERT(TL): 0.312 0 614 240 R 11451/- 1 - / 1 /4,0 BCDL: 500 Category: NA Snow Duration: NA HORZ(L[_): 0.013 G L 4469 /3,0 Des Ld55,00 EXR NA HORZJL): 0.018 G V Min Bug Width Reg = 1.5 1MeanHeightNAItNCBCLL: 0,00 Code / Misc Criteria Creep Factor 2.0 1 R Min Brg Width Re = - iTCDL: NA psf Soffit2,00 BCDL: NA psf Bldg Code:FBC 6th.ed 201 Max TC CSI: 0,773 L Min Brg Width Red = 1,9 1 Bearings V, R, & L are a rigid surface. LoadDuration, I 00 TPI StcL 2014 Max PC CSI: 0,904 MWFRSParallelDistNASpacing: 24.0 C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0,608 Loc. from endwall: NA FT/RT:20(0)/10(0) 1 Members not listed have forces [ass than 375# i Maximum Top Chord Forces Per Ply (lbs) 1: NA GCpi: NA Plate Type(s): I Chords Tens.Comp, Chords Tens, Comp, WAVEVIEW17.02 01A.1115 21 I I 11-111 -- WindI D I Oration: NA, A B 67 -542 G-H 0 -3335 LumberBearingBlock(s) C-D 1883 -92 If - 1 0 -4553 Value Set: 13B (Effective 6/11/2013) Brg blocks:(). 1 28"x3" nails D - E 5495 0 1 - 1 0 -4542 Top chord 2x6 SP SS:Tl 2x6 SP 2400f-2.OE. brg x-loc #blocks lengthdok #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SIR 2400f_2.01E: 2 8.124' 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. W7, W8, W12, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1014 for more information, W9 2x6 SP #2 N: Maximum But Chord Forces Per Ply dies) Wl 0, W1 9 2x4 SP 2400f-2,01E: Additional Notes Chords Tens Comp. Chords Tens, Come. Lumber value set "13B" 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 A - R 66 -2221 O-N 5186 0 R- Q 0 -8001 N-M 4542 0 plailnoteQ - Is 3041 0 Nail ScheduleiO. 1 28"x3" nails Top Chord: I Row @ 275" a c Bot Chor& 1 Row @12,00" o.c. Maximum Web Forces Per Ply (Ibs) We 1 Row @ 4" o,c, Webs Tens.Cornp, Webs Tens. Comp, Use equal spacing between rows and stagger nails A-V 20 -716 F - Q 0 -689 ineachrowtoavoidsplitting. A .. U 597 -74 Q-G 0 -3980 n U - B 49 -748 G P 1010 0 PlatingNotes .. B-T 47 -621 P-H 0 -2069 Allplatesare4X4exceptasrioted. C - S 0 -2282 H - N 72 .714 I plate(s) require special positioning. Refer to S - D 1161 0 1 - N 0 -545 scaled plate plot details for special positioning D-R 0 -3780 J - Its 0 -1163 requirements. R- E 0 -3463 M - K 48q0 0 Loading E- Q 3925 0 K-L 0 -2346 5- fATE Ar Girdersupports: 30-0-0 span to TC one face and 2- 0-0 span toTC/BC split opposite face. It Purfins 0*.*.. The TC of this truss shall be braced with attached vv IL spansat24" so in lieu of structural sheathing, #0 04/ 12!2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FORNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handfinA, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building proponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary racinperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly ittachri9 ,Vceirn,&l. Locations shown for ermanent lateral restraint of webs shall have bracing iris alled per BCSI sections B3, B7 or 10, isapplicable. Apply ,,Iates to each face of"Iruss and position as shown above and on the Join Details, unless noted otheronse. Refer to Jravongs 160A-Z for s andard plate positions- or, riponpnts Group Inc. shall not be responsible for any deviation from this dr?win any failure to build the Nipine, a division of 11-so Buildin ALPINE ANSI runsinconformancewithANSIIol 1, or (or handlinq, shipping, installation and bracing of trussesA seal on this drNing or cover pa &lffy listingthisdrawin , indicates acceptance of pro) essional enguneen responsibility solely for the design shown. The sm an 2400 Lake Orange Dr, r t anduseofthisgrawingforanystructureistieresponsibility of theluilding Designer per ANSUTPI I Sec,2. Suite 150 or more information see tNs tool creneral notes vase and these web sites ALPINE w ,aiDmeftw,com 1 iN wvwtomst ara SBCA w v streindtistry com PCC www ccsafie orn Orlando FL, 32837 y I Job Number: N330089 Ply 1 SEQN: 5125 / T48 I COON Oust: FR R8975 JRef: 1 Wa289750081 VARIOUS .9A619A7,258MC/258TC R/01 Qty 3 FROM RDG, DNvNo: 102 18,1215,10253 Truss Label: D1 KM / VVHK 04112/2018 7"10" T1 0" T1 0" H0510 C 4X4(Bl) I ZA4 Loading Criteria qssf3 : Wind Criteria TOLL: 20,00 Wind SOL ASCE 7- 10 TCDL: 17,00 Speed: 150 mph BOLL: 0,00 Enclosure: Closed BCDL: 1000 Risk Category: 11 EXPC DesLd4700MeanHeight: 22.40 ft NCBCLL: 10,00 I TCDL: 4.2 osf Soffit 0,00 i BCDL: 5,0 lost Load Duration: 1,25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0 C&C Dist a: 3.00 It Loc, from endooll: not in 9,00 ft GC pi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/11/2013) Top chord 2x4 SP #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design, 15' 8" 0 7110" 15, 81, Snow Criteria (Pg,rlf In FISF) i Defl/CS1 Criteria A, Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA' PP Deflection in too L/defl L/# Loc R / U /Rw /Rh /RL /W Pf: NA Ce NA VERT(LL): 0 010 E 999 360 B 849 /240 /579 /153 /4,0 Lu: NA Cs: NA VERT(TL): 0 041 E 999 240 I D 765 /210 /494 1- Snow Duration: NA I-IORZ(LL), 0 010 E - Wind reactions based on MWFRS I' ll'', HORZ(TL): 0,020 E B Min Brg Width Reg = 1,5 Code / Misc Criteria Creep Factor 2.0 D Min Erg Width Rect = - Bldg Code: FBC 6th,ed 201 Max TO CSI: 1}.878 i Bearing B is a rigid surface, i TPI Std: 2014 Max BC CSL 0.736 Rep Factors Used: Yes i Max Web CSL 0,134 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/10(0) Chords Tens Comp, Chords Tens, Comp. PlateType(s): WAVE, HS VIEW Ver: 17,02,01A 1115,21 B-C 448 -1063 C-D 464 -1061 In A 0 Z $TAT k 0R\ V- 110278 0, 1/12/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens,Comp, Chords Tens, Comp. B - E 838 -294 E - D 838 -294 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building uponentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary rng per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly chriR9p mid ceiliny,. Locations shown for ?I ermanentlateral restraint of webs shall have bracinp ins alled per BCSI sections 133, B? or 10 plicabe . A p y plates to each face a truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' Pof ITW BuilMi Components Group Inc, shall not be responsible for any deviation from this drawnng,a!g failure to build the Ineswith, I PI 1, or for handling, shippin?, installation and bracing of trussesA seal on this drawn 9 or cover .pa in , indicates acceptance of 8,rdessiona engineed responsibill solely for the design shown, The of Mobilityr grawingforanysructureisisresponsibiliq of the Building Deaag cr per ANSIfTPI I Sec,2, see this ice's aeneral notes oarre and these web sites ALPINE wwwaloineftscom JP1 wwwtoinstora SBCA wwwsbcindkmtgvxom KC aswwiccsaf 153wro= 2400 Lake Orange Dr, Suite 150 Orlando FL. 32837 Job Number: N330089 VARIOUS 9A619A7,258MC/258"Ir C ,Riot Truss Labek D2 12 6 Loading Criteria (psn Wind Criteria TOLL: 2000 Wind Std: ASCE7-10 TCDL: 17,00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 EXP: CesDLd: 4700 Mean Height 22.40 ft NCBCLL: 10.00 TCC)L: 4.2 pat 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 If Loc. frorn endstalL not in 9.00 It GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Pat chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. M Tl 0" 710" 71 0" 158" Snow Criteria (Pg Pf in PSF) DefI/CS1 Criteria A Maximum Reactions (lbs) lafj: NA Ct: NA CAT: NA: Into Deflection in Inc Udell L/# Loc R /IJ _ /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(Lt-): 0011 E 999 360 B 849 / 361 /579 /153 /4,0 Lu: NA Cs: NA VERT(f1): 0,041 E 999 240 D 765 / 315 / 494 /4,0 Snow Duration: NA HORZ(I-L): 0 010 E Wind reactions based on MWFRS i- iORZ(TL): 0,020 E B Min Bug Width Red = I .6 Code / Miss Criteria Creep Factor: 2.0 D Min Big Width Reg = 1.5 Bldg Code: FBC eth,ed 2017 Max TC CSI: 0.878 Bearings B & D are a rigid surface, TPI Std: 2014 Max SO CSI: 0,736 Rep Factors Used: Yes Max Web CSL 0,134 Members not listed have forces less than 375# FT/ R,r:20(0)/10(0) 1 Maximum Top Chord Forces Per Ply pbs) Chords Tens,Cornp, Chords Tens, Camp, PlateType(s) WAVE, HS VIEW Ver. 17.02.01A.1 115,21 B - C 448 -1063 C-D 464 -1061 N 13 13 1 § TATE OF 4 N ON AL 4027904/ 12/2018 Maximum But Chord Forces Per Ply (Ibs) Chiolrds Tens.-C-orrip. ............. C,hllorlds'll' I.Il'Tel!s,.,,,,o B E 83 8 -2 94E - D 838 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING"rOAL.L CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ISafetyinformation, b C, TPIanSBCA) for safety Practices prior to performing these functions. Installers shall provide temporary SCSIUnlessnotedaherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly id ceilina Locations shown for permanent lateral restraint of webs shall have bracin installed per BCS1 sections B3 B7 or 910 q, . 6p of truss P r) y plates to each face, a truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of ITW Buildig ,,$Components Group Inc, shall not be responsible for any deviation from this drawinarfailure to build the conformance withANSIPI1, or for hanclhn shippin?, installation and bracing of trussesA seal on this drawing or cover a C The mp this drawing, indicates acceptance of ability r girdessionaengineeringresponsibilitysolelyforthedesignshown, a ofthisrawingforanystructureisaresponsibilityoftheOuildingDesigillerperANSUTPIISec.2. information see fts iob's aeneral notes Paso and these web sites ALPINE www.ahneitw.com TPI wwwrfir,frist are SBCA vvvoa stocindu%firy coin ICC eoo- ic—af a' mm_ N rivc,wov 2400 Lake Orange Dr. Suite 150 Orlando Fl., 32837 I . . Job Number: N330089 VARIOUS 9A6/9A7 258MC/258TC R/01 Truss Label: D3G Loading Criteria (psr) TCLL: 20,00 FCDL: 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 " Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXR C Mean Height: 22.19 ft rCDL: 4.2 psf BCDLi 5.0 net MWFRS Parallel Dist: 0 to h/2 C&C Dist ai 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Fop chord 2x4 SP #2 N 31 2x4 SP #1 Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 It Wedge 2x4 SP #3::Rt Wedge 2x4 SP #1 Lumber value set "1313" 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. Illy: 1 City, 1 N 4X6 4X6 C D 15'8" 7'1 12 1'4`8 71 12 8'6"4 SEQN: 5127 1 T46 / HIPS Cost: R R8975 JIRO: I Wa289750081 FROM RDG DrwNo: 102,18121511361 KD / DF 04/12/2018 7'1"12 158" Snow Criteria (Pq,Pf in PSF) :1 Defl/CSI Criteria A Maximum Reactions (lbs) 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(I-Q: 0,049 G 999 360 B 1445 /616 1- 4.0 Lu: NA Cs: NA VERT(TL): 0.189 G 999 240 E 1445 / 617 4r0 Snow Duration: NA HORZ(Ll-): 0,018 G Wind reactions based on MWFRS HORZ(TL): 0,045 G B Min Brg Width Reg = 1.5 Code / Miss Criteria Creep Factor: 2,0 E Min Erg Width Reg = 1.5 Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0,887 Bearings B & E are a rigid surface. TPI Star 2014 Max BC CSI: 0,392 Rep Factors Used: No Max Web CSI: 0152 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Cornp, Chords Tens. Comp. Plate Type(s)i WAVE VIEW Ver: 17.02.02A 1213.21 B - C 962 -2271 D-E 962 -2271 C-D 792 -1936 0 VATE OF 41 40RV 0 278 04/12/2018 Maximum of Chord Forces Per Ply (lbs) Chords Tens,Comp. Chords Tens. Comp. B - H 1910 -785 G-E 1911 -785 H-G 1936 -792 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Coma. C-H 660 -194 G-D 645 -186 MMMM,111 2400 Lake Orange Dr, Suite 150 Orlando FL., 32837ME= Job Number; N330089 ply: 1 SEQN: 5128 1 1"61 1 HIPS rust: R R8975 JlRef: 1 Wa289750081 VARIOUS 9A6/9A7,258hC/258TC R/01 Cry: I FROM PFH DrwNo: 102 18 121 5. 11424 Truss Label: CIG KD I DF 04/1212018 1110,18 64" 9'10"4 14'5"8 164" 1'10"8 4'5"8 3VA 47A 1'1 T8 12 4X4 6 8X12 2X4 T2 M12 C D E F C) 4X8(B3) I B W2 n, W6 6's A cn K H 2X4 8X10 H1014 2X4 164" 2'0"4 4'3"12 3'8" 4'3"12 2'0"4 2VA 64" 10, 14'3"12 164" Loading Criteria (psi Wind Criteria Snow Criteria (PcPf in PSF) Defi/CSI Criteria A Maximum Reactions gust TCLL 20,00 Wind Std: ASCETIO Pg NA Ct: NA CAT: NAI PP Deflection in loc L./defl L/# Lee R U Rw /Rh /RL /W TCDL: 17,00 Speed: 150 mph Pf NA Ce:NA VERT(LL): 0,232 D 829 360 B 2126 /1007 /40 BCLL: 0,00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): 0.872 D 348 240 G 2116 /866 /4,0 BCDL: 10,00 Risk Category: 11 Snow Duration, NA HORZ(LL): 0.032 C - - Wind reactions based on Idi EXRC11iHORZJL): 0.077 C B Min Br g Width Pert = 2 5 DesLd' 4700 Mean Height: 20.91 It i NCBCLL: 10 00 Code / Misc Criteria Creep Factor 2,0 G Min Big Width Red = 2,5 TCDL: 4.2 act Bldg Code: FBC 6th,ed 2017 Max TC CSI 0.804 Bearings B & G are a rigid surface. Soffit: 0,00 BCDL: 5.0 per Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 1 Max BC CSI: 0,925 Members not listed have forces less than 375# Spacing, 24,0 Max Web CSI C&C Dist a 3.00 It Rep Factors Used: Yes 0,368 Maximum Top Chord Forces Per Ply (Ibs) Leefromendwall: not in 144.00 it FT/RT20(0)/l OCS ii I Chords Tens,Comp, Chords Tens. Comp. GCpj: 0, 18 PlateType(s): C 6 Wind Duration: 1,60 WAVE, HIS VIEW Ver: 17 02,02X1213,21 BI W3687 E-F3245 -7%, C-D 3170 77 83 F-G 1600 -3911 Lumber D-E3170 -7783 Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N 32 2x4 SP 2400f-2,OE: Maximum Rot Chord Forces Per Ply (Ibs) Bar chord 2x6SPSSChordsTens.Comp. Chords Tens, Cornp. Webs 2x4 SP #3:W2. W6 2x4 SP 2400f-2,01E: Lumber value set " l 38" uses design values B-K 3240 -1346 I-H 3482 -1417 approved 1/30/ 2013 by ALSC K-J 3270 -.1339 H-G 3439 -1406 i - 1 8053 - 3294 Special Loads Lumber Dur,Fac = 1,25 / Plate Dur.Fao =1,25) Maximum Web Forces Per Ply hiss) TC: From 78 pit at - 1, 00 to 78 pit at 16.33 Webs Tens,Comp. Webs Tens- Comp. BC: From 20pitat0.00 to 20 pit at 16,33 TC: 81 in Cone, Load at 1,91 C, - 1 4644 -1907 1 - F 4623 -1884 TC: 56 in Conc. Load at 3,94, 5,94 D - J 352 -393 TC: 47 to Conc. Load at 7 94, 8 40,10,40,12 40 TO: 66 to Conc, Load at 14.44 moddin BC: 41 to Cons. Load at 1,09 BC: 45 to Cone. Load at 1,91 BC: 151 lb Cone. Load at 3,09 SO. 35 In Conc Load at 3,94, 5,94 BC: 249 Ib Cone, Load at 5.09 BC: 347 lb Cone. Load at 7.06, 9 06,11 , 06,13,06 PC: 33 In Cone- Load at 7 94, 8,40.10,40,12,40 BC: 37 lb Cone Load at 14,44 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED! 11027 0 121/ 018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricat h at h ng, installing and bracing. Refer to and follow the latest edition of BGSI (Building Safety "O'SBaCnA)Zs.ilsfy' practices prior to performing these functions. Installers shall provide temporary Component Information, byTPIanbracingerBCSI. Unless noted otherwise, chord shall have properly attached structural sheathin and bottom chord shall have a pro arty attach ri idcallLocationsshowntApeanentlateralrestraintofwebsshallhavebraciripinstalledperBCSIntionsB3, B7 or 9 p`py Iatestoeachfact, a position as shown above and on the Join Details, unless note otherwise. Fete to 0, 00 nuss asapficae, _ on r ALPIP-411E drawings 160 Zforstandardplatepositions. Alpine, a division of ITW BuIdiii,$ Components Group Inc. shall not be responsible for any deviation from this drawing failure to build the truss in conformance with ANSI P1 1, or for handling, shippin?, installation and bracing of trussesA seal on this or wi g or cover listing this drawin , indicates acceptance of Are essrona engmeerm responsibility solely for the deli n shown. The slu"MaThility 2400 Lake Orange Di r and use ofthisgrawingforanysructureiseresponsibility of the Building Designer per ANSI/TPI I S%c.2. Suite 150 f ojamov Orlando FL32837 Lnforrn,it,wjsgerjt,,Eal nqt!R q athen, Job Number N330089 VARIOUS 9A619A7,258MC/258 TC,R/01 Truss Label: L.1 Loading Criteria (psf) Wind Criteria TCLL.: 2000 Wind Std ASCE 7-10 TC DL: 17.00 Speed: 150 mph BCLL: 0,00 EnCxsUre: Closed BCDL: 10,00 Risk Category: 11 1 11 EXP. CDesLd 4700 Mean Height: 15,00 ft NCBCLL: 10,00 TCDL 4,2 psfSoffit: 0,00 BCDL; 5,0 psf Load Duration 1,25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 C&C Dist a: 3.00 It Los, from endwall not in 9,00 ft GCpi0,18 i Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Bar chord 2x4 BE #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design, Right end vertical not exposed to wind pressure. Ply, I SEQN, 5167 / 1-26 / HIPM Cust, R R8975 JRef: 1 Wq289750081 Qty; I FROM RDG Dbur,l( 102.18 1215.10238 KM / WHK 04112J2018 14' 0"8 50" 8 6X8 4X4 C T2 D M 9' 3"B 4'10" 12 93" 8 142"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg, NA Ct: NA CAT: NA! PP Deflection in los L/defl L1# Loc R U Rw /Rh I RL / W Pf: NA Ce NA VERT(LL): 0.055 G 999 360 B 772 /221 /568 /. 1127 /8,0 Lu: NA Cs: NA VERT(TL): 0.205 G 999 240 E 740 /213 /451 1, 1- /8,0 Snow Duration: NA HORZ(LL): 0,022 G Wind reactions based on MWFRS HORZJL): 0.051 G B Min Big Width Reg = 1,5 Code / Mrsc Criteria Creep Factor: 2,0 E Min Brg Width Red = 1,5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,937 Bearings B & F are a rigid surface, TPI Sid: 2014 Max BC CSI: 0.899 Bearings B & F require a seat plate, Rep Factors Used: Yes Max Web CSL O.393 Members not listed have forces less than 375# FT/R,r:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) PlateType(s): j Chords Tens Comp. Chords Tens. Comp. WAVEVIEWVer: 17.02 01A.1115.21 i - -1 - - -- - - - - I — B - C 390 -1053 C - D 416 -886 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. B- G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs I Tens,Comp. — Webs 'Tens, Cornp.11111 G- D 1031 -482 D - F 337 662 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO All., CONTRACTORS INCLUDING THE INSTALLERS Trusses regtirre extreme care n fabricati€1tl handlrn Shipp ng irfstallirtg.and bracing.. Refer to and fallow the latest edition of BCSI (Bulldit g Componentbracing per BCSI. Unless noted othe use top chord shall have preaperiy attached structtaral shfathinq and bottom chord shall haue a prolerEy attacheas applicabge.pptgy pplates to each face ofptruss and pos,tfon as shown above and on the Joint"Details, unless noted otherwise Etefee to' drawingsAlpine, a division of ITW Buildi!,Comroonents Group [tic. shall not be responsible for any deviation frorn this drawina,art trussinconformancewithANSIPi1, or for handlin u failure to build the shippin?, installation arid bracing of trussesA seal on this dr wt or cover pa a mplistingthisdrawin , indicates acceptance of the essiona engineerind responsibill solely for the desi n shovIn. The ability anduseofthisgrowingforanystructureisheresponsibilityoftheuildinqDesignerperANSffTPIISUZ100 0ww= 2400 L ake Orange Dr. Suite l 50 Orlando FL, 32837 notesDamandthesewebsites Job Number N330089 plyI SEQN: 5130 t r30 / HPM Cust: RR8975 JRef: lWa289750081 VARIOUS 9A619A7,258MG/2581 C R/01 Oty. I ; FROM. R[)G DrwNo 102 18,1215,11298 Truss Label: L2G RD / OF 04/12/2018 7' 10'8" 14'0"8 15' 73' 8" 34"8 11,18 SS0514 3X( 3 6X6 12 C D T2 E 4 C" t B A A N H C, F 4X10(A2) 4X4 5X14 06 T1 12 3'6'14 3'6" 4- T112 1 ITS" 14'2" 10. A 5' Loading Criteria ( pst) i Wind Criteria Snow Criteria (Pq,Pf In PSF) Defl/CSI Criteria i A Maximum Reactions (Ibs) TOLL: 20, 00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L/# Lac R I U /Rw /Rh /RL /W TCDL 17, 00 Speed: 150 mph I Pf: NA Cc: NA VERT(LL): 0 060 1 999 360 11 B 1283 /394 &0 BCLL 0, 00 Enclosure: Closed Lw NA C& NA VERT(I-L.): 0,225 1 999 240 F 1614 /472 /8,0 BCD! i 10,00 Risk Category: 11 EXP: C Snow Duration: NA HORZ(LL): 0,016 G - - j Wind reactions based art MWFRS Des LcL 47.00 Mean Height 15,00 ft HORZ(TL): 0,038 G B Min Big Width Reg = 1.5 Creep Factor: 2.0 F Min Big Width Reg = 1 9 NCBCLL 0,00 Code Misc Criteria TCDL: 4.2 psf Bldg Code: FBC 6th.ed 2017 Max TC CSL Soffit: 0,00 0,730 Bearings B & G are a rigid surface. BC 5, 0 psf Bearings B & G require a seat plate, Load Duration1.25 MWFRS Parallel Dist 0 to h/2 TPI Slid: 2014 Max BC CSI: 0,642 Spacing 24. O C&C Dist a: 3 00 ft 1 Rep Factors Used: No Max Web CSI: 0,855 Members not listed have forces less than 375# Loc, from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCpr 0,18 Plate Type(s): Chords Tens Comp Chords Tens Comp Wind Duration, 1.60 WAVE, 18SS i VIEWVer: 1T02,02A,1213,21 B-C 828 -2782 D - E 557 -1901 Lumber C-D 557 -1901 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ins) Bar chord2x4SP #1 Chords Tens.Cornp. Chords 'Tens. Cornp. Webs 2x4SP#3 Lumber value set "13B" uses design values B - 1 2572 -750 1 - H 2619 -757 approved 1/ 30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) Loading WebsTens.Cornp. Webs Tens, Comp 1 hip supports 7-0-0 jacks with no webs, C - 1 775 -111 H - E 2245 - 6577 Left side jacks have 7-0-0 setback with 0-0-0 cant C - H 238 -855 E-G 483 -1472 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 D H 326 -.637 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. 648 1kt Z Z kTEs" 1 04/ 12/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH IHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinoT handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI an SBCA) or as ety practices prior to performing these functions. Installers shall provide temporary bracing perSCSI, Unless noted otherwise,top chord shall have properly attached structural shearthfin and pattern chord shall have a progerly attached ceilin, R y LocationsshownforlateralrestraintofwebsshallhavebracininsalledperBCSI sections B3 B7 or 10 as applicab a. Apply Oates to each face o truss and position as shown above and air the JoinpDretails, unless noted otherwise. Refer to drawings 16OA- Z for standard plate positions. Alpine, a division of HW Buildin ALPINE hQomponents Group Inc. shall not be responsi a for any deviation from this drawin any failure to build the truss inconformancewithANSIPI1, or for handlin(j, shippin?, installation anYbracing of trUssesA seal on this drawing or cover spa, listingthisdrawin , indicates acce tance of grd essiona engineed responsibill solely for the design shown. The or Palbility, 2400Lake Orange Dr. and useofthisdrawingforanystructureiseresponsibilityoftheBuildingDesigerperANSUTPIISec.2, Sure 150 Far more, information see this I ob' enera9.__L t ep i2siasites. ALPINE si rnprovcorn,,LPI wwyv sb Iustry m, C t r Orlando FL, 32837 Aqe aqjL .n,Ix sL vLm-c Job Number: N330089 Ply. 1 SEQN: 5154 / l29 1 EJAI: Ctst: R FEE#975 ,)Ref 1 W a280750081 VARIOUS 9A619A7 ,25t3MC/2581C: ,R/01 Qty: 4 FROM: RDG D wNa 102.1 1215,10364 Truss Label: E,I74 KM 1 WHK 04/12/2018 12 4 LO CV d- A .. ... _ .. D 2X4(A1) 7" 7, Loading Criteria (risf) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defi/CSI Criteria Maximum Reactions has} TCLL: 2000.Wind Std: ASCE 7-10 qP: NA Ct: NA CAT: NA PP Deflection in Inc Lldefl L/# Loc R U 1 Rw f Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce', NA VERT(LL): NA ! B 423! 115 329 l - 101 / B.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA i VERT(TL.): NA D 134 112 f 103 1.5 BCDL: 10.0a Risk Category: 11 Snow Duration: NA tiORZ(LL): 0.017 D C 228 / 97 t 132 f - 1- 1.5 Des Lci 47 00 EXP C HORZ(TL): 0,041 D Wind reactions based on MWFRSMeanHeight: 15,00 ft B MEr1 Br Width Re 1. NCBCLL. 10.00 TCDL, 4,2 psf Code / Miss Criteria Creep Factor: 2 0 g q Soffit: 0.00 BCDL 5.0 dot Bldg Code: FBC 6th.ed 207 Max TC CSI: 0.898 D Min Brg Width Reg = Load Duration: 1.25 MWFRS Parallel Dist: 0 to hf2 TPI Std: 2a14 Max BC CSI: 0.590 C Min Brg Width Reg = - Spacing 24.0 "' C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSL: 0.000 Bearing B is a rigid surface. T:20 0 1 Bearing B requires a seat plate_ FTlRLoc, from endwali: Any (} 10(a) GCpi: 0.18 Plate Types}: Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver 17.a2.01A.1115 21 Lumber Value Set 13B (Effective 6t1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (3) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0,131"0.0", min. toe -nails at bottom chord. CA ps IAL a t. 648 s x R a vow 4t r tttt'1 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. handlin shipping,installing, and bracing. Refer to and follow the latest edition of BCS1 (BuildingComponentSafetyInformation. by 'PI and SBCA) fca`r saty practices prior to performing these functions Installers shall provide temporarybracingperSCSI , Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro artyattachedridcelnaLocationsshownforarmamentlateralrestraintofwensshallhavebraciriinsTailedperBCSIsectionsB3B7orE310, as applioiid e Apply plates to each face for and position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 16OA-L for standard plate positions. Alpine,a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the n „ WW1 M,'ANVtrussinconformancewithANSALPINEIIPI1, or for handlinct, shipping, installation and bracing of,trussesA seal on this dr oving or cover page 2400 Lake Oran e Dr.. listing this drawing, indicates acceptance of profiessional engineenr responsibility solely for the design shown. The suit4ability 9anduseofthisdrawingforanystructureis8aresponsibilityofthewildingDesignerperANSIfTPI1Sec2. Suite 150 Par mare irrfearrnatinn WeHvs ob yEirrerel rrat€+s n a and thesta web sires At FINE wNnv. i as erhv cormWI wKv, inst orq,, t3s www_sbcirrdc stry-cony: IC;('w www iensa#e.orP Orlando FL, 32$ 7 Job Number: N330089 VARIOUS 9A6/9A7,258MC/258TC R/01 Truss Label: CJ54 3 "t15 I Loading Criteria (psf) 1 Wind Criteria TOLL: 20,00 i Wind Stcl: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL: 10,00 Risk Category: 11 EXP: C Des Ld 47,00 Mean Height: 15.00 ft NCBCLL: 10 00 TCDL: 4.2 pat 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 If GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bet 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"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3,0", min. toe -nails at bottom chord, Ply: 1 SEQN: 5155 / T25 / JACK I Cust: RR8975 JRef 1Wa289750081 Qty 2 : FROM: RDG DrwNo: 102,18. 1215 11471 KD / DF 04/12/2018 19 Snow Criteria (Pg Pf in PSF) 1, Defl/CSI Criteria Pg: NA Cti NA CAT: NA PP Deflection in Inc L/defI L/# Pf: NA Ce: NA VERT(_L): NA Lu: NA Cs: NA VER"r(TL) NA Snow Duration: NA HORZ(Ll_): 0.006 D HORZ( TL): 0.014 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201' Max TC CSI: 0,403 TPI Std: 2014 1 Max BC CSI: 0.286 Rep Factors Used: Yes Max Web CSI: 0,000 FT/ RT20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 02A 1213.21 t r= 0 441 A 0OR00. 0" 1' 11 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL. 1W B 333 / 92 /263 /76 /8,0 D 94 /9 /71 /1.5 C 158 / 67 /91 /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# 9, 027804/ 12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building ientSafetyInformation, by TIRI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro 9erlyceilingCribe -Ay, Locations shown for i, permanentlateralrestraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, standard toeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to s 160A-Zpory andard plate positions, a division of ITW Buildinq Components Group Inc. shall not be responsible for anv deviation 9 i mni`W, 70MPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 conformance wrin PdNbl/ I Fl i, or Tor nanaiin snipping, cost his drawin , indicates acceptance of ercillessiona epg e ofthisgrawingforanysructureisheresponsibilitynformationsee this iob's general notes oars, and these web sites ALPINE, Job Number: N330089 VARIOUS 9A6/9A7 258MC/258TC R/01 Truss LabeL CJ34 315 1 Loading Criteria (psn Wind Criteria TOLL: 20,00 Wind Sid: ASCE7.10 TCDL, '17 00 Speed: 150 mph BELL: 000 Enclosure: Closed BCDL 10,00 Risk Category: 11 EXP: CDesLd47,00 Mean Height 15.00 ftNCBCLL: 10 00 TCDL: 4.2 potSoffit, 0.00 BCDL: 5.0 pet Load Duration: 1,25 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: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bar chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSO 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 Ply 1 SEQN: 5156 1 T27 / JACK Cost RR8975 JRef 1Wa289750081 Qly: 2 FROM RDG DrwNo. 102,18 1215,11579 KI) / DF 04112/2018 12 4 kr Snow Criteria (Pq Pf in PSF) ', Defl/CSI Criteria Pg: NA Ct NA CAT lak PP Deflection in loc L./defl L/# Pf NA Ce: NA VERT(I-L) NA Lw NA Cs: NA VERT(TL): NA Snow Duration: NA H0RZ(LL): 0.001 In HORZ(TL): 0.002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSL 0161 TPI Std: 2014 Max BC CSt 0,090 Rep Factors Used: Yes Max Web CSL 0,000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEWVer: 17,02,02&1213.21 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 244 / 71 /201 1- /50 /8,0 D 53 /4 /40 /1,5 C 85 /36 /47 /1,5 Wind reactions based on MWFRS B Min Brg Width Red = 1 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# E 0 e N 40278 svN A1L. 0,4/12/ )18 WARNING- READ "AND FOLLOW -ALL NOTES ON-rkiSbkAwiNG! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions, Installers shall provide ternporaryBCSI. Unless noted othervose,top chord shall have properly attached structural sheathin and bottom chord shall have a pro any iiA R 9e ceilina Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 133 B7 or 10p ?I PforstandardtoeachfaceatrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to60A®Z plate positions. jinp, a division of ITW Buildi nA Components Group Inc shall not be responsible for any deviation from this drawing,arry failure to build the s,sin conformance with ANSI fel 1, or for handinj shippiriV, installation and bracing of trussesA seal on this drawing or cover pape 2Jngthisdrarwin , indicates acceptance of gi;o ession engineern responsibility solely for the design shown. The sm ability JuseofthisgrawingforanysructureiseresponsibilityofthewildingDesig'jerper ANSIITPI I Sec.2. more inforniation see this job's cienerai notes pane and these web sites ALPINE. www alpine rtw corn: TPI wwwToinst orn, SSCA www slacindustry com. ICC wwwiccgaf AN MW 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 P Job Number: N330089 Ply: 1 SEQN: 5131 f T.5:3 t VAL Crust R R8975 JIRO l Wa289750081 VARIOUS ,9A6/9A7 , 258MCr'258TG Roil City t FROM PI'll Drwclo 102.15.1215.10924 Truss Label: V3 KM 1 WFiK 04/12/2018 11T8 6' 1011, 18 12' 1'10"8 4'1"8 41"8 _ 11CI'8 12 6 4X4 4X4 2X4 4X4( D1) A4X4(D1) _ E 1"4 i H G F 2X4 2X4 2X4 12' 6 6' 6 12 Loading Criteria (pst) ; Wind Criteria 1 Snow Criteria p Pf in PSr} Cfefl/CSt Criteria Maximum Reactions (Ibs), or *=PLF TCLL 20,00 1 Wind Std: ASCE 7-10 Pg NA Ct NA CAT. NAi PP Deflection in too L/deft L/# I Loc R U t Rw / Rh / RL 1 W TCDL: 17.00 Speed: 150 mph Pf_ NA Ce: NA j VERT(LL): 0.001 H 999 360 I' 98 31 54 l - 2 144 BCLL: 0.00 Enclosure: Closed Lw NA Cs: NA VERT(TL)- 0.003 H 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category It Snow Duration: NA HORZ(LL): -0.000 F - I Min Bug Width Red Des Ld 47, 00 EXP: G HORZ(TL): 0.001 F Bearing A is a rigid surface. Mean Height: 22.39 ft NCBCLL 10,00 TCDL: 4.2 pet Code f Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th,ed 2017 Max ,rC CSI: 0.337 Members not listed have forces less than 375# Load Duration: 115 MWFRS Parallel Dist: h to 2h TPI ScL 2014 Max BC CSI: 0.117 Maximum Web (Forces Per Ply (Ibs) Re Factors Used: Yes Max Web CSI: 0.074 Webs Tens Comp. Spacing: 24.0 " C&C Dist a 3.00 ft p Loc. from endwali: not in 9.00 it FT/RT:20(0)/10(0) C - G 248 -400 GCpi 0,18 Plate Types} _ .. __._.. Wind Duration 1 60 I WAVE VIEW Ver 17.02.01A.1 11521 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bat chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1130/2013 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 . t tf x vf ATE x rrc scsc04/ 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. handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) r sa ety practices prior to performing these functions Installers shall provide temporary bracing per BC:SIUnlessnotedotherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigqid ceilin LocationsshownforermanentlateralrestraintofwebsshallhavebraacrninsalledperSCSIsectionsB3, B7 or t310. as applicab e ApoyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinCgDetails. unless noted otherwise. Defer to drawings 160A-Z forstandardplatepositions. Alpine. a division of ITW Buiidin Components Group Inc., shall not be responsible for any deviation from this drawiri an failure to build the ALPINE truss in conformance cttlANSITPI1, or for handlin , shippm , installation and bracing of,trussesA seat on this dr wiaig or cover pa e , - 2400 Lake Orange Dr. listingthis drawin indicates acceptanceofProessionaengineedresponsibilsolelyforthedesinshown, The gig Il q p ttyv9andseof this drawing for any structure is tplie responsibility of the uilding Designer perANSIJTPI 1 Sec.2. Suite 150 r ur rvtare nfnmtat errsee ts'TZ _„1.. ._ P ___ L, _. 4: T C ° www icasate.2rq Orlando Ft ,32837 e'Pb's cr?nae ti tPextes PrPPeertd 1he;:t web !+itctALPINE www alp conr 1 Pf www t nst ar SFICA www.stsr ndustr nm IC.: . _ .. __......:_.. _. w,..,..._._....,.»...,.,...,._. Job laundber; N330089 Ply: 1 SFQN 5132 / T44 / VAL i Cust R R8975 JRef 1 Wa289750081 VARIOUS 9A619A7 258MC/2581'(. R/01 Qty: 1 F ROD PFI i DwNo: 102,18-1215,10069 Truss Label: V2 KM / WHK 04112/2018 1'10"8 61 "Ei 81 1'10"8 4'3" 1'10"8 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: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 23,39 ft TCDL: 4.2 psf BCDL 5.0 pat MWFRS Parallel Dist h to 2h C&C Dist a: 3,00 it Loc. from encl not in 9,00 ft GCpr 018 Wind Duratiom 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 Ste #2 N Bet chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1130/2013 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 . Ell Snow Criteria (Pg. Pf in PSF) Pgi NA Ct NA CAT: N/ Pf NA Ce: NA Lu: NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI St& 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 11 8' 8' Defi/CSI Criteria PP Deflection in too L/defl L/# VERT(I-L): 0 001 F 999 360 VERT(TL): 0,003 F 999 240 HORZ(LL): -0.000 E - - HORZ(TL): 0,001 E Creep Factor: 2.0 Max TC CSI: 0,463 Max BC CSL 0,117 Max Web CSI: 0,058 VIEW Ver: 17,02,01A,111511 71 E 0, 4 16 f A4ORVO--`* I# 40 278 Nko NA 04/12/2019 A Maximum Reactions (lbs), or *=PLF Los R / U /Rw /Rh /RL /W G* 97 /26 /53 /- 12 /960 Wind reactions based on MWFRS G Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# failure to build the 1 or cover pan. The suipatility ry conj, JCC beww jccsafi F2W 1wo= mce wim Alston I F1 i, or far nanarn in , indicates acceptance of Arc5grawingforanystructureise see tNs iob's aeneril notes Done and these, M11 "'111W41 2400 Lake Orange Dr. Suite 150 Oriando FL, 32837 Job Number: N330089 Ply t SEQN: 5133 / C56 / VAL gust RR8975 JRef 1Wa289750081 VARIOUS 9A6/9A7,258MC/258TC R/01 Qty: 1 FROM PFH Drwhlo: 102,18.1215,10846 Truss Label: Vl her WHO 04/12/2018 1'110"8 4' 1110,18 21 "8 S 4' 4' Loading Criteria ipo) Wind Criteria Snow Criteria (PyrPt in PSF) I DefI/CSI Criteria TCLL.: 20,00 WindStd: ASCE7-10 Pg NA Ct: NA CAT: NAI PP Deflection in toe L/defl L/# TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL.) 0.005 999 360 8CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,017 999 240 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(11): -0.002 - - Des Ld 47 00 EXP: C Mean Height: 24.39 it HORZJL) 0.004 NCBCLL: 10,00 1 TCDL: 4,2 psf Code / Misc Criteria Creep Factor: 2,0 Soffit: 000 BCDL. 5.0 psf Bldg Code: FBC 6th,ed 2017 Max TC CSI: 0.097 Load Duration 1.25 MWFRS Parallel Dist: fu to 2h TPI Sidi 2014 MaxBDCSL 0.141 Spacing: 24,0 C&C Dist a! 3,00 ft i Rep Factors Used: Yes Max Web CSI: O.000 Loc, from endwall: not in 9.00 If FT/RT:20(0)/10(0) GCpr 0,18 Plate'rype(s): Wind Duration: 1,60 WAVE I VIEW Ver 17,02, 01A, 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 `1 3EF' uses design values approved 1/30/2013 by ALSO 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 . 13 5,TATE OF 4.t 0R0 ONAL027X El A Maximum Reactions (Ilas), or *=PLF Los R / u /Rw /Rh /RL /W D* 97 / 11 /50 /- /5 148,0 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces [ass than 375# 04/12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fabricatiq handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an c safety practices prior to performing these functions. Installers shall provide temporarybmdphperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properlyattachedR9Vceiliny. Locations shown for ermanent lateral restraint of webs shall have brydrip installed per SCSI sections 83 87 or 10asapplicaba. Ape y Oates to each face optruss and position as shown above and oil the oin Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITVV Buildirot Components Group Inc shall not be responsible for anv deviation from this dr?win an failure to build the k seal on this drawing or cover pa eiforthedesignshown. The suiO bilityANSUTPI1SecZ sm All Mh 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 ince wrin ANzr/ I F1 'I, Or tor nanairril Einindicatesacceptanceofgroe3grawingforanystructureiserei stefts lob's cieneral notes Dam and these web Job Number: N330089 Ply: 1 SEQN: 5134 ! T16 / GABL Cust: R R8975 JRef: 1 Wa289750081 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/01 City: 1 FRAM: PFH DrWNo: 102-18.1215.11690 Truss Label: VGE KD DF 04/12/2018 3'6" 7 3,6„ 3,6„ _ 2 TYP) 1,6„ 4X4 D 12 6 - u ua N - B F o 1_ 4X4(B1} 4X4(B1) j 7 7' 7, Loading Criteria (psf) Wind Criteria Snow Criteria (P(I Pf in PSF) Defl/CSI Criteria ®Maximum Reactions (lbs), or *=PLF TOLL 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R U / Rw / Rh / RL / W TCDL 17,00 Speed 150 mph Pf: NA Ce: NA 1VERT(LL)0.000 D 999 360 1B 166 ! 68 / 133 1- / 80 / 4.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 D 999 240 1I F* 90 36 55 1- 80 0RiskCategory: ItBCDL10,00 Snow Duration: NA HORZ(LL): 0.000 E - - Wind reactions based on MWFRS EXP: G HORZ TL 0.001 1 B Min Br Width Re = 1.5DesLd4700MeanHeight: 21.31 If - ( } F Min Brg Width Reg - - NCBCLL 10,00 TCDL: 4.2 psf Code ! Miss Criteria Creep Factor: 2.0 g q BldgCode FBC 6th.ed 2017 Max TC CSI: 0,203 Bearings B & B are a rigid surface. Soffit: 0.00 BCDL: 5.0 pet Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 i TPI Std: 2014 Max BC CSI: 0 029 Re Factors Used: Yes Max Web CSI: 0.096 Members not listed have forces less than 375# Spacing: 24.0 " C&G Dist a: 3.00 ft p j Loc. from endwall: Any I FT/RT:20(0)/10(0) GCpi 0 18 i Plate Type(s). Wind Duration 1.60 WAVE VIEW Ver 17.02 02A 1213 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes tF See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 0 x a SATE m 40 2NAL 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, handlin shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions, Installers shall provide temporary bracingperBCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, asapplicable. Apply plater to each face oYptruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the 1 ,, ;,,Ny truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drowing or cover page. , 24pp Lake Orange Dr. listingthisdrawingqindicatesacceptanceofpproesstonaengineeringrespons'biht solely for the design shown. The sui ability Suite 150 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see 4his ob's eneral notes ale and these web sites. ALPINE: x+ww aI ineitw.corn: TPI. vJww.t inst.ar SBCA. www.sbeindustr .com:'cc www.iccsafe or Orlando FL, 32837 Job Number: N330089 VARIOUS 9AB/9A7,258MC/258-1-C , RIO1 Truss Label: MG1 W 4'l 0" 4'10" Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg Pf in PSF) TCLL: 20.00 WindSt& ASCE7-10 Pg: NA Ct NA CAT W TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA BCL.L: 000 Enclosure: Closed Lu: NA C& NA BCDL: 10,00 Risk Category: 11 Snow Duration: NAEXP: CDesLd: 4700 Mean Height: 22.44 ft NCBCLL: 10,00 TCDL: 4.2 psf Code I Miss Criteria Soffit: 0,00 BCDL, 5.0 psf Bldg Code: FBC 6th,ed 201 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 C&C Dist & 3.00 ft Rep Factors Used: Yes Loc. from endwair riot in 144.00 f FT/RTi20(0)/10(0) GCpi, 0,18 Plate Typefloi I Wind Duration: 1.60 WAVE Lumber Value Set 13B (Effective 6/l/2013) Top chord 2w4 SP #1 Bar chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1130/2013 by ALSO Special Loads Lumber Dur.Fac.=1,25 / Plate Dur.Fac,1,26) I C: From 78 pit at 0.00 to 78 pit at 700 BC: From 10 pit at 0,00 to 10 pit at 7,00 BC 765 to Conc. Load at 1.40, 3,40, 5,40 Wind Wind loads and reactions based on MWFRS. Right slid vertical not exposed to wind pressure. Ply: I Oty: 1 7' SEQN: 5135 / T41 I FROM: RDG 2' 2" 7' jryrt B Defl/ CSI Criteria PP Deflection in too L/defl LI# VER- r(LL): 0,012 D 999 360 VERTJQ: 0.044 D 999 240 HORZ( LL): -0.009 D - HORZ( TL): 0.021 D Creep Factor 2.0 Max TC GEL 0,773 Max BC CSI O586 Max Web CSL 0.783 VIEW Ver 17 02,01A, 1115,21 z IS OR s 40 278lwR nis 4/12/2 1 Cust: R R8975 JRef: 1 Wa289750081 DrwNo: 102, 18,1215.10705 Old / WAR 04/12/2018 A Maximurn Reactions (lbs) Lee R / U /Rw /Rh /RL /W A 1521 / 499 /4,0 C 1389 / 460 Wind reactions based on MWFRS A Min Brg Width Reg = 1,8 C Min Brg Width Rea = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ite) Chords Tens, Comp, A-13 433 -1319 Maximum Rot Chord Forces Per Ply (lbs) Chords Tens. Cornp. A-D 1070 -312 Maximum Web Forces Per Ply (lbs) Webs Tens, Comp, Webs Tens, Comp. D - B 2057 - 589 B - C 503 -1470 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS S e ' extremecare in fabricating, ping, installing and bracing. Refer to slid follow the latest edition of SCSI (Building a 0handling, ship P 2n E practices prior to performing these functions. Installers shall provide temporary n haveproperlyattachedstructuralsheathinandbottomchordshallhaveaproperlyItIrestraintofwebsshallhavebraciniginstalledperSCSIsectionsB3, B7 or 910, wigs position as shown above and art the Join Details, unless noted otherwise. fefer to rig no, a division of H-W BuildinAComponents Group Inc, shall not be responsible for any deviation frorn this drawjnggp, failure to hurl the s in conformance with ANSI PI 1, or for handli4, shipay installation and bracing of trussesA seal on this dr wi g or cover page ng thisdrawin , indicates acceptance of essiona engmeerm responsibilq solely for the design shown. Thebility Oresponsmility ofthewildingDesigierperANSI/TPl 1 Sec.2. use ofthisgrawingforanystructureisKerItarev) formation see this job's general notes rave and these web sites ALPINE wwwalpinetemcorn IPI m"Ininst,orn SBCA ovivesbandustrvamn [CC, voov,m.tinf Mir= AN MI ^ 0114NI 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330089 Ply 1 SEON: 5136 1 1-12 IVAL Gust: R R8975 JRef: 1Wa289750081 VARIOUS 9A619A7 258MC/2581'C R/01 Qty: 2 :FROM PFI-I DrwNo: 102.18.1215,11236 Truss Label: MV2 KM t WHK 04/12/2018 4' TO' 12 54 24 12 B A 4X4(DI) DF E 3X6 4' 3'6"12 5"4 3'6" 12 4' Loading Criteria ipsf) i Wind Criteria Snow Criteria (Pt{ Pt In PSF) Defi/CS1 Criteria A Maximum Reactions (lbs), or *=PLF TOLL: 20,00 WmdStd: ASCE7-10 Pg: NA Ct: NA CAT: NA! RE Deflection in Ids L/defl L/# Lou R / U /Rw /Rh /RL /W TCD L: 1700 Speed: 150 mph of NA Ce: NA VERT(LL): NA F* 97 133 167 /- /21 /48,0 BCLL 0,00 Enclosure',Closed Li,r NA Cs:NA VERT(TL)i NA Wind reactions based on MWFRS BCDL 10,00 Risk Category: 11 Snow Duration: NA FIORZ(Ll-): 0.004 E F Min Erg Width Reg Des Ld 47,00 MEXPeCan Height: 22.56 It Code 0.009 E Bearing A is a rigid surface. 1 Code / Misc Criteria Creep Factor: 2.0 NCBCLL: 10,00 rCDL: 4.2 pat Soffit 0,00 BCDL: 5.0 get Bldg Code: FBC 6th.ed 20 1 MaxTCCSI: 0.198 Members not listed have forces less than 375# Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI SM: 2014 Max BCCSI: 0,164 Spacing 24. 0 C&C, Dist a: 3,00 it Rep Factors Used: Yes Max Web CSI: 0,083 Loc, from endwall: not in 9.00 If FT/fyT20(0)/10(Fd GCpr 0, 18 Plate Type(s): 1 Wind Duration: 1.60 WAVE 1 VIEW'der 17,02,01A,1115,21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2w4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others th S 648 v, 40 278 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 SCSI (Building Component SafetyInformation, lb, TPI an 1 a Ely practices prior to performing these functions. Installers shall provide temporary bracing tierBCSI, Unless noted a herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached R9iidceiliny, LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsailedperSCSIsectionsB3B7or10r, IasappliGabeApplyplatestoeachfaceattrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of I Buildin Components 'ran Inc. shall not be respons Is for any deviation from this drawn any failure to build the ALPINE he w 19 91 truss InconformancerrnancewithANSIPI1, or for handling , shippinv, installation at) bracing of trussesA seal on this drawing or cover pa e this 2400Lake Orange Dr. this listingthisrain , indicates acceptance of ro essiona engineerin repponsibili solely for the de nshown. The sm ability and useofthisdrawingforanystructureisheresponsibilityoftheamiclungDesig%er per ANSI/TPI 11111c, 2. Suite 150 for more Information see thi too es aRt,2ind.Lhs weqsaes AIJIII`L ±— il TP Inst 9L LSBCA v-,, L - y , I, Orlando FL. 32837 Number: N330089 Ply: 1 SFUN, 5137 1 TI I I VAL Cust: RR8975 JRPf 1Wa289750081 VAfdIOUS 9A6/9A7,258MC,/258TC R/01 Oty: 2 FROM i-TH Drwr,lo: 102.18,1215,10893 Truss Label: MV1 Kid VJHK 04/12/2018 12 B r. 4X4(Dl) A D 2' 21 Z Loading Criteria (psn I Wind Criteria Snow Criteria (Pri A Maximum Reactions plas), or *=PLFPfrnPSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 1 Pg: NA Ct: NA CAT: NA; PP Deflection in loc L/defl L/# Loc R / U Rov / Ph / RL --/ W TCDL: 1700 Speed: 150 man I Pf NA Cei NA VERT(LQ. 0,007 B 999 360 D* 97 116 160 /- /12 /24LO BELL: 0,00 Enclosure Closed 1. u: NA C& NA VERT(TL) 0,027 B 999 240 Wind reactions based on MWFRS BCDL.: 1000 Risk Category: 11 Snow Duration! NA HORZ(LL): 0.003 B D Min Brg Width RegEXP. C Des Ld- 47,00 HORZJL). 0,007 B Bearing Members A is a rnot listeigid surface Mean Hei ght 23.06 If NCBCLL' 10,00 Code / Misc Criteria Creep Factor 2.0 Soffit: 000 Bldg Code: FBC 6th.ed 2017 Max TO CSL 0,057d have forces less than 375# CDL 0patLoadDuration: 1.25 MWFRS Parallel Dist: h/2 to h TPI SM: 2014 Max PC CSI: 0,132 Spacing: 24. 0 C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS[ 0,000 Loc. from endwall: not in 9.00 It F'T/RT:20(0)/10(0) GCpi: 0, 18 Plate Type(s): Wind Duration: 160 WAVE VIEWVer: 17,02,01A,111511 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N got chord 2x4 SP #2 N Lumber value set "11313" uses design values approved 1/ 30/2013 by ALEC 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 . TE M WARMING" R. bAND F6LLOW kLL-NOTES bNTHIS bRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatina, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPIanSBCA) or so City practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless notedothervase,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attacheri 910, V ceiliny, LocationsshownforarmamentlateralrestraintofwebsshallhavebrIcinpinstalledperSCSIsections133, B7 or as ap i Apply y (dater to each faceof"iruss and position as shown above and on the our Details, unless noted otherwise. Refer to gplicabe dra ngs 160A-Zforstandardplatepositions. in any failure to build the Alpine, a division of ITWBuildi!l Cornponents Group Inc, shall not be responsible for any deviation from this draw ALPINE truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr9wing or cove listing this dravyin , indicates accetance ) essiona enigineed responsibili solely for the design shown. The rsp.M.bility 2400 Lake OrangeDr, 0 Building Desig"Rer perANSI/TPI 1 SecZ and use of this grawingforanystructureoisfKeresponsibilityoftheSuite150paqtantth.se web n ALRo E ww alQnt(!yK'E2mP1 w A ,orq LCA -M bcnquwry Orlando FL, 32837 ttUL _ _ __SoT_ Job Number: N330089 Ply: 1 5F"QN: 5138 1 121 F HIPM C:ust: R R8975 JRef 1Wa289750081 VARIOUS ,9A6/9A7 ,258MC/258TC ,R/Cit I Qty: 1 FROK RDG DovNo 102.18.1215,11736 Truss Label: Fi1C KD / DF 04/1212018 7' 10' 10" 7 f- __. ..._ _. .».r_. ....... „.„ 7' T;10 7 X8 M3X6 C 12 D l 12 \w 6 i B A F P 1_ 4X4(A2) :2X4 3X6 7'511 _.. X : 3'4"13 71"12 3' 8'11 T1'12 10! 0'7 Loading Criteria (pstl Wind Criteria Snow Criteria (P9 Pf n PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) TOLL: 2000.Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA' PP Deflection in roc L.tdefi Lt# Loc R / U / Rw / Rh / RL 1 W TCDL: 17,00 Speed: 150 rnph i Pf: NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 / 198 / 8.0 BCLL: 0,00 Enclosure: Closed 1 Lu: NA Cs: NA VERT(TL.): 0.076 F 999 240 F 995 / 224 / 11.3 BCDL: 10.00 Risk Category: It i Snow Duration: NA HORZ(t.L): 0,012 F - - E 611 / 207 5.7 EXP. C DesLd47,00 Mears Height 15,00 ft t-iORZ(TL) 0 030 F Wind reactions based on MWFRS NCBCLL C) C 0 TCDL: 4.2 psi Code 1 Misc Criteria Creep Factor: 2.0 B Min Brg Width Red = 1.5 Soffit: O.0 0 BCDL: 5.0 psf Bldg Code: FED 6th.ed 2017 Max TC CSI: 0,805 F Min Brg Width Reg = 1.5 Load Duration: L25 MWFRS Parallel Dist_ 0 to ht2 TPI Std: 2014 Max BC CSC 0.681 E Min Brg Width Reg = 1.5 Spacing 24.0 " C&C Dist a: 3.00 If i Rep Factors Used: No Max Web C:SL 0,181 Bearings B, F & E are a rigid surface. Loc, from endwair NA FTIRT:20ph/10(0) Bearings B & F require a seat plate, GCpi: 0.18 Plate Types} Members not listed have forces less than 375# Wind Duration 1. 60 WAVE VIEW Ver 17 02 02A.1213 21 Maximum Top Chord Forces Per Ply pbs) Lumber Chords Tens. Comp, Value Set: 13B ( Effective 6/1/2013) B - C 179 449 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSO 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. trr Windar Wind loads and reactions based on MWFRS.Nil Right end vertical riot exposed to wind pressure. E E 0 278 NAk- le"allutit 04f 12/" H 8 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, handlingshi 1ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) satiety practices prior to performing these functions Installers shall provide ternporary bracfn per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathin and bottontchord shall have a pro910 erly attach rictrd ceilrnLocationsshownforermanentlateralrestraintofwebsshallhavebracrnqqinstalledperBGIsectionsB3, B7 or Bi 0, as applicaime Apply Oatestoeachfaceforandpositionas shown above and on the Joint Details, unless noted otherwise. Prefer tc drawings 160A-Z for standard plate positions. Alpine, a division of I Builr in Components Group Inc. shall not be responsible for: any deviation from this drawin, ,an failure to build the ALPINE truss in conformance with ANSI Pi 1, or for handlinc , shipprn , installation and bracing of,trussesA seal on this dr wing or cover pa e . , 240 Lake Orange Dr, listing this drawinet indicatesacceptanceofproessronaiengineerrnresponsibilitysolelyforthedesignshown. The suifiability and use of thiscawingforanystructureiseresponsibilityoftheOuildingDesignerperANSIITPI1Sec.2. Suite 150 Fisr rncrc+ir7furrnaticrr, see this ah`s qen rei note a a azr zi fhesG weL act s: Ali€NF www i Ene Cw cerm T4"?I www t rirrvl ear E3 f wwws6c r dustr e.oiTi (CC' vww iccsa€, ar Orlando FL, 32837 l m.._..._®.. . 19... _ _ ._,.,_Nw.,m2_. ._.,_ Job Number N3 0089 Ply: 1 ` EQN 5139 t T22 / F:JAC CostRR8975 JRet. 1Wa289750681 VARIOUS 9A6/9A7 258MCV58i'C ,R/0l Qty' 7 FROM, RDr [? wN 1C2.1S.1215 11f 18 Truss Label: EJ7 KM / WI1K 04/12/2018 G 12 6 ca u; I B r _ _ 4`3 f D t_ 2X4(A1) Loading Criteria (pi,) Wind Criteria Snow Criteria (l1g Pr In P,9P) Defl/CSI Criteria Maximum Reactions (lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA; PP Deflection in for L./defl L/# Loc R / U f Rw / Rh / RL ItW TCDL 17,00 Speed: '150 mph Pf: NA Ce: NA VERT(LL): NA B 436 1 94 I349 1 152 1 8,0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(Tl.): NA D 136 1'13 1106 f- 11,5 BCDL: 10,00 Risk Category: If Snow Duration: NA HORZ(LL): 0.017 D C 237 1 113 / 153 / - / 1.5 Des Ld' 47 00 EXP: C. IiORZ(TL) 0,040 D Wind reactions based on MWFRSMeanHeight: 15,00 it Code / Miss Criteria . CreepFactor: 2.0 B Min Big Width Red = 1 5NCBCLL: t0.00 TCDL.4.2lost Soffit: 0.00 BCDL: 5.0 got Bldg Code: FBC 6th.ed 2017' Max CSI: 0,956 D Min Brg Width Rey'- - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,602 C Min Brg Width Reg = - Spacing: 24,0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSt 0,000 Bearing B r a rigid surface_ Bearing B requires a seat plate. I 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#t Wind Duration: 1.60 WAVE VIEW Ver. 17,02,01A.1115.21 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP a#2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0,.131"0.0", ruin, toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. rft i` Y, 40 278 oe rrrt rtttt° 04/ 1 Z/201 tt WARNING** REACH 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 at) SBCA) for safety practices prior to performing these functions installers shall provide temporarybracingperBCSLUnlessnotedothenvise,top chord shall have properly attached structural sheathing and bottoms chord shall have a propperlyattachedr€ of ceiltn Locations shown for er anent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 910, as applicant e App y gbites to each face oflotruss and position as shown above and on the Joint Details, unless noted othe wise, refer to drawings 1G0A-% for standard plate positions. Alpine, a division of ITVv BtaFldEnc Components Group Inc. shall not be responsible for any deviation from th€s drawing any failure to build the Nt V „4."), truss in conformance with ANSIALPINEIPI1orforhandlinshipping, installation and bracing of trussesA seal on this drawing or cover papa , , 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essrona engmeerm responscbilit solely for the design shown. The sui ability 9 and use of thisraving for any structure is the responsibility of the Building Desigr%r per ANSI/TPI 1 Sec 2 Suite 150 Fer more irrfarmttior2 seatChas c+b' general notes a e mtnei thexe wed. _.._ .. w____._a Orlando FL., 3287L..... .. _. ._ ..._.._._ _.tEtis. ALPINU wwwa <tw cem,l Pl vavow_t airtrStGr.` .`a3CA www hc,inalu4tr_. __:ICC. www cosnfe..fr _..... .... ......_.__,.. Job Number: N330089 Ply: I SEON 5165 T40 I EJAC Cust: RR8975 JRef: 1Wa289750081 VARIOUS 9A6/9A7,258MC/258TC Tout Qty: 10 FROM: KIDG Drwrlo: 102.18.1215,10365 Truss Label: F,17A KM I V\/rfK 04112/2018 C 12 6 Cv SO B A D 4X4(B 1) 7' 7' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pfm PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 2000 WindStd: ASCE7-10 Loc R / U Rw Rh RL I WPg, NA Ct. NA CAT, NA : PP Deflection in Ion L/clefi L/# TCDL: 1700 Speed: 150 mph Pf NA Ce. NA VERT(Ll_): NA B 432 /138 /344 /200 /4,0Enclosure: ClosedBCLL: 0,00 Lu: NA Cs: NA VERT(TL): NA D 136 /14 /104 11,5 BCDL. 10,00 Risk Category: 11 Snow Duration: NA HORZ(L[_): -0 014 C - - C 250 1170 /150 /1 5EXP: CDesLd: 47,00 Mean Height: 22,19 ft HORZ(TL): 0,028 D Wind reactions based on MWFRS NCBCLL, 10,00 TCDLi 4.2 psf Code 1 Misc Criteria Creep Factor: 2,0 B Min Brg Width Red 1,5 Soffit BCDL: 50 pet0,00 Bldg CodeCode',FBC fith ad 2017 Max TC CSI: 0,750 D Min Big Width Red Load Duration: 1.25 MWFRS Parallel Dat 0 to h/2 TPI St& 2014 Max BC CSL 0596 C Min Brq Width Rest iSpacing: 24,0 i C&C Dist a: 3,00 It 1 Rep Factors Used: Yes Max Web CSL 0,000 Bearng B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCM: 0A8 Plate Type(s) Members not listed have forces less than 375# A Wind Duration: 1.60 WAVE VIEWS'er 17.02,01A,1115,21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 So #2 IN Lumber value set "l 3B" uses design values approved 1/3012013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide ( 3) 0.1 3VA3.0", min. toe -nails at top chord. Provide ( 2) 0.131'x3,0", rnin. toe -nails at bottom chord. 1" Inut !"W4, 648 T A81TE 0 278 NA. 04, 12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINIdt 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 SCSI (Building Component0safetypracticespriortoperformingthesefunctions. Installers shall provide temporary bracingperBCSiUnlessnotedotherwisetopchardshalleyeproperlyattachedstructuralsheathinandbottomchordshallhaveaproartyattachedal restraint of webs shall have bracirip installed per BCSI s 910, asppl,nctions B3, B7 or drawings 1E">OA-Z for s andard plate positions on as shown above and on the Join Details, unless note othervose. Refer to Alpine, a division of ITW BUrldi,$Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the ALPINE trussinconformancewithANSIPI1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover pave .1MIMIX1111 listing this drawing, indicales accartan 1 2400 Lake Orange Dr. essionaengineerinresponsibilitysolelyforthedesignshown, The suitability acceptanceof0guildingDesigierperANSUTPI1Sec.2. ariduseofthisdrawingoranystructureisPhreresponsibilityofthe 11 suite 150 en al notes _ tyre e weCr_diesL LlN_F wvt L__iccvfie mqOilando FL32837 w,TIns vH_ Job Number: N330089 VARIOUS 9A619A 7,258MC/258-TC R/01 Truss Label: EJ2 Ply: I SEQN: 5142 / 154 / FJAC I Cu-I: RR8975 JRef: 1Wa289750081 oty 5 FROM:RDG mwNo 102,18,1215.10690 Sin I DF 04/12/2018 12 C 4X4(Bl) 1110,18 V1 0"8 Loading Criteria (pe) Wind Criteria Snow Criteria (PrrPf in PSF) Defi/CSI Criteria TOLL. 20,00 i Wind Std: ASCE7-10 Pg: NA Ct: NA CAT NA I Pie Deflection in too L/defl L/# TCDL: 17,00 Speed 150 mph HT NA Ce: NA VERT(Ll_): NA BCLL: 0,00 Enclosure: Closed Lu NA C& NA VERT(TL): NA BCDL: 10,00 Risk Category 11 Snow Duration: NA HORZ(Lt_)': -0.000 C Des Ld47,00 EXP: C Mean Height 20.91 ft Code / Misc Criteria HCIRZJL). 0.000 C NCBCLL: 10,00 TCDL: 4,2 pot Creep Factor: 2.0 Soffit: 000 BCDL, 5,0 lost Bldg Code: FBC 6th,ed 2011 Max TC CSL 0.183 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI: 0.031 Spacing: 24,0 i C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,000 We, from endvoall: Any FT/RT:20(0)/10(0) GCpr 0,18 Plate Type(s): Wind Duratiom 1.60 WAVE VIEWVer: 17,02,01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 Ste #2 IN Bot chord 2x4 SP #2 N Lumber value set'" 13B" uses design values approved 1/30/2013 by ALSO 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"x3.0", min. toe -nails at bottom chord. ATE 0AIk; 1,*N OR\V oeAs 0 278 r prat taiatt A. 04/ 1 I I A Maximum Reactions (Ins) Loc R / U /Rw /Rh /RL I B 200 / 71 /178 /68 /4,0 D 33 / 3 /27 11,5 C 47 / 36 /20 /1,5 Wind reactions based on MWFRS B Min Brg Width Red = 1,5 D Min Erg Width Req = - C Min Brq 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 nice extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Safety Information, by TPI an SECA) or so ety practices prior to performing these functions- Installers shall provide ternporary BCSI. Unlessnotedotherwisetopchordshallhaveproperlyattachedstructuralsheathingandbottomchordshallhaveaproerlyidcelliny. Locations shown for ermanent lateral restraint of webs shall have bracin i9 installed per BCSIntionsB3B7or10, le., 6pp yplatestoeachface, o?,russ and position as shown above and on the Join Details, unless note otherwise. Refer to MMEEM acceptance at protessior any a ructureishebastionralnotesPaueand these web sites wvox alDineitw corn: TPI www, W1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9A6/9A7,258MC/258 I'C,R/01 Truss Label: E,121 Loading Criteria (psn TCLL: 20,00 TCDL: 17,00 BCLL 0,00 BCDL: 1000 Des Ld. 47,00 NCBCLL: 1000 Soffit: 000 Load Duration: 1.25 Spacing: 24,0 " Wind Criteria Wind St& ASCE7-10 Speed 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height 21,21 If TCDL: 4,2 pot BCDL: 5,0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist ai 3.00 If Loc. from endwall: Any GCpr 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bot chord 2x6 SIR #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSO 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'V3.0", min, toe -nails at bottom chord, M Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Cc: NA Lu NA C& NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 6th.ed 201 TPI Sol: 2014 Rep Factors Used: Yes FTIRT:20(0)11 0(0) Plate Type(s): WAVE Ply: 1 SE QN: 5143 / T51 1 EJAC CusL R R8975 JRef: 1 Wa289750081 City 3 :FROM PFH DiwNo: 102 181215 11549 KD / DF 04/1212018 I 1 I i DefI1CSl Criteria J PP Deflection in Ida L/defl L/# VERT(LL): NA VERTJQNA HORZ(LL):_ 0r000 C HORZJL): 0.001 C Creep Factor: 2.0 Max TC CSI: 0. 071 Max BC CSI: 0, 020 Max Web CSL O. 000 VIEWVer: 17.02S2A.1213. 21 E 0, e 40R\ 9.--#X NO 0 278 NAO 04/ 12/2018 A Maximum Reactions (Ins) Loc R / U /Rw / Rh /RL /W A 86 /17 163 1- 139 / 17 C 35 /7 /28 1- /1 5 B 56 /38 /34 /- / 1.5 Wind reactions based on MWFRS A Min Brg Width Red = 1,5 C Min Erg Width Reg = - B 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 re lttrre extreme care 6n fabr{eaten , handhn shI ping installing.and bracing. Refer to and follow the latest edition of BCSI (Building Component bracing ittxrch asappl, drsonhig Alpine, a divisionof ITW Buflch A Components Group trio, shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI 'P1 1, or for hancrinj shippirtV, installation and bracing of trusseeA seal on this drawing or cover pa a rup listing this drawing, indicatesacceptanceofproessionAengineenreiponsibfllllsolelyforthedesign shown. The suitability r t and use ofthisrowingforanystructureisheresponsibilityoftheBuildingDesigatperANSI/TP`1 I Sec.2, Tor more information see this job's qenaral notes Pane and these web sites ALPINE'E www aID,neitev coqlTPiE www,winst ore SBCA www sbandustry cotn ICC www iccsaf OEM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9AGMA7,25810C/258T C R/01 Truss Label: C15 r4 1 ` 3 I Ply I SEQN 5144 1 T14 /,JACK Cud: RR8975JRef: lWa289750081 Qty: 2 jPROM: RDG DrAiNo: 102.18.1215,11301 KD I DF 04/12/2018 C Cl) C> LO Col Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions (Ilds) TOLL: 20,00 Wind Std: ASCE 7- 10 Pg: NA Ct: NA CAT: NAPP Deflection in loc L/defl L/# Lee R IJ /Rw /Rh /RL /W TCDL 17, 00 I Speed: 150 mph Fif NA Ce: NA VERT(L.L): NA IS 341 /77 /279 1- /114 /8,0 BCLL: 0, 00 Enclosure: Closed Lw NA Cs: NA VERTJL) NA D 95 /9 /72 /1,5 BCDL.: 10, 00 Risk Category, [I Snow Duration: NA FIORZ(LL): 0,006 D j C 165 179 1105 1.5 Des Ld: 47.00 EXP: C HORZ(T"L): 0.013 D 1 Wind reactions based on MWFRS NCBCLL: 10, 00 Mean Height 15,00 ft rCDL 4. 2 lost Code I Misc Criteria Creep Factor: 2.0 g = B MinBrWidthReg1,5 Soffit: 0,00 BCDL: 5,0 par Bldg Code: FBC 6th.ed 2017 Max IC CSI: 0435 D Min Brg Width Red = - Load Duration: 1, 25 MWFRS Parallel Dist: 0 to K/2 TPI Std: 2014 Max BIG CSI 0.294 C Min Eirg Width Reg = Bearing B is a rigid surface, Spacing: 24,0C&C Dist ai 3,00 ft i Rep Factors Used: Yes Max Web CS[: 0,000 Bearing B requires a seat plate. Loc. frorn enclonall: not in 4.50 ft FT/RT20(0)110(o) GCpi: 0,18 Plate Typeha: i Members not listed have forces less than 375# Wind Duration: 1. 60 WAVE VIEWVer: 17,02-02A121121 i Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SID #2 N Pat chord 2x4 SP #2 N Lumber value set ' it 3B" uses design values approved 1/3012013 by ALSO 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 A) X ATI 4.. 0R\ VX* 40*000* 40278INk- it tttttttt 01 12/.018 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 (Building t Safety Information, by TPI an SBCA) Mir safety practices prior to performing these functions. Installers shall provide temporary, BCSL Unless riotedotherwise,top chord shall have properly attached structural sheathin I and bottom chord shall have a pro erly rdA R E ceilina Locations shownforernianentlateralrestraintofwebsshelfhavebracinpinsailedperSCSIsectionsB3137or10a Zp fill10&1, for standard toeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Peter to 60A andard platepositions. vision of ITW Buildin ALPINE Cornponents Group Inc. shall riot be responsible for any deviation frorn this drawing,ag failure to build the iforrinance, with ANSIPI1, or for handling, shipping, installation and bracing Of trUssecA seal on this draefir g or e e drawin , indicates acceptanceofproessionaengineeringresponsibill%, solely for the desi % n shown. cover r.P. Mabift2400 LakeOrange Dr, r f A this cawingforanystructureisheresponsibilityofthe 91.1ilding Desig er per ANSUTPI 1 S c.2. Sure 150 inaron,w,e this job's iieneral notes rass, and these web sites ALPINE wevw abineibv,com TPI wwwtininst ora SBCA — gboindustry coo iCC —s j-,,afo nrn Orlando FL, 32837 Job Number: N330089 VARIOUS 9AAMA7,258MC/258 T C R/O 1 Truss label: CJ3 Illy: I SEQN 5147 / T 19 / JACK Cost: R R8975 JRof: 1 Wa289750081 Qry: 2 FROM LEG Diwino, 102 18 1215. 11269 KM / DF 04112/2018 I 12 6 r t to B 7-co 4"3 A D 2X4(Al) 3t Loading Criteria (psf) Wind Criteria I Snow Criteria nog,Pf in PSF) 1: DeffiCS1 Criteria A Maximum Reactions (Ilbs) TICILL 20,00 Wind Std: ASCE7-10 Pg: NA Ct NA CAT: NAPP Deflection in loc L/defl L/# Loc R /U , /Rov /Rh /RL W TCDL 17,00 Speed: 150 rnph Pf NA Ce: NA VERT(L-L). NA B 250 /61 1214 /75 8,0 BOLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 54 /4 142 1.5 BCDL! 10,00 Risk Category: It Snow Duration: NA HORZ(Ll_): 0.001 D C go /44 /54 1,5 Des Ld47,00 EXP C HORZ(TL): 0.002 D Wind reactions based on MWFRS NCBCLL: 1000 Mean Height 15.00 ft TCDL: 4. 2 psf Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1,5 soffit 0, 00 BCDL: 5.0 fist Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.188 D Min Brg Width Reg = - Load Duration 1,25 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2014 1 Max BC CSI: 0,097 C Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24,0 C&C Dist ai 3,00 ft Rep Factors Used: Yes Max Web CSI: O 000 Bearing B requires a seat plate Loc. from encfvoall Any 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 VIEW Ver 17,02. 0 1 & 1115,21 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1130/ 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", nrin, toe -nails at bottom chord, 41 E C 0 2 N 114"If tttttttt04/12/ 2018 nA_Pomponents Group Inc. shall not be responsible for any deviation from this dr?bvin arg, failure to build the 311 11, or for handlinq, shipping, Installation and bracing of trussesA seal on this dr9w1i g or cover page a acceptanceofpro) essiona engineering responsibility solely for the desi 1% nshown. The suiplifs flity, r any structureistheresponsibilityofthemidingDesignerperANSI[TPI I S c.2. ieral notes oaae and those web setev At PINE — ainineitw. comp TPI so-v toinst nro qR(,A — h,mchvft - Ir.r. -- --f inforniation see this01111N! 2400 Lake Orange Di, Suite 150 Orlando FL, 32837 Job Number: N330089 Ply: I SEQN: 5150 1 T20 /JACK Dust: R R8975 Joel: 1 VVa289750081 VARIOUS 9A6/dA7,258MC/258TC P/01 I City 2 FROM RDG DrwNo: 102,18,1215,11689 Truss Label: CJ1 KD DIF 04/12/2018 12 6 B CY) 4"3 j, A D 2X4(Al) it Loading Criteria rpsr) Wind Criteria Snow Criteria iPg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TcLL: 2000 Wind Std: ASCE7-10 Pg: NA Or: NA CAT: NA PP Deflection in loc L/deft L/# Los R _/U Rw 1 Rh 1 RL, i W TCDL 17 00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- NA B 194 164 1186 /37 /8,0 BELL: 000 Enclosure: Closed Lu: NA Cs: NA VER'T(TL): NA D 9 /10 /14 1 - /1,5 BCDL 1000 Risk Category: 11 Snow Duration NA HORZ(_L) -0.000 D C -15 /29 /21 /1.5 Des Ld 4TEXPC 00 HORZ(TL): 0.000 D Wind reactions based on MpVFRS Mean Height 15.00 It NCBCL.L: 10, 00 1 Code / Misc Criteria Creep Factor 2,0 B Min Brg Width Bob = 1,5 TCDL: 4.2. psf Soffit: 000 BCDL: 5.0 get Bldg Code: FBC 6th.ed 2017 Max TC CSI 0,171 D Min Big Width Reg = - C Min Brg Width Rect = - Load Duration: 1,25 0,022 Dist: TPI Stdi2014MaxBCCSLMWFRSParallel [fl : 0 to h/2 i Spacing. 24.0 C&C Dist a: 3 00 It I Rep Factors Used: Yes I Max Web CS[ 0,000 Bearing B is a rigid surface, Loc. from endwall: Any FT/RT:20(0)/10(0) Bearing B requires a seat plate. GCpF 0.18 Plate Type(s): Merinbers not listed have forces less than 375# Wind Duration: 1. 60 WAVE VIEWVer: 17,02.02X1213.21 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " l 313" uses designvalues approved 1/30/ 2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0, 131 N3.0", min. toe -nails at top chord, Provide (2) 0, 131"x3,0", min. toe -nails at bottom chord. fftf 64 S, 4 0 278 11111' sly,44 oil04/12/2018 WARNINGREAD AND FOLLOW ALL NOTES ON THIS DRAWING€ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatiq handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIanSBCA) for so ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unlessnotedotherwee,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachexrMid ceiliny. Locations shown for ermanent lateral restraint of webs shall have bracin R 9 ig ins alled perBCSIsectionsB3B7or10asapplicabe. ApoyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless rioted otherwise. Refer to drawings 160A-Z forstandardplatepositionsi ,Components Group Inc. shall not be responsible for any deviation from this drowing,ag failure to build the Alpine, a division ofITWBull& ALPINE truss in conformance with ANSI let 1, or for handling, ShippinV, Installation and bracing of trussesA seal on this drawl 9 or cover papa listing this drawin , indicatesacceptanceofgro, essiona engineeni responsibill solely for the design shown. The so! ability 2400 1 aka Orange Dr. r a responsibility of the louilding Desig ar per ANSUTPI I Sec.2. and use of thisgrawingforanystructureisresponsitsSuite150Erirmore triforreatiori see tni tts,Page _and ebsLe ALPINE www alP etv ory, '! wwwTtn st or —w sbcind LmLly_cori ICC Orlando FL, 32837 wee..._____4......___.,,,_,...m....._...- -_.... . ,._ a_____ ----- .., ... ..,.,......,..._ ..,........... .. . ........,_..,.,. ... .,.....,........... Job Number: N330089 Ply: 1 SEQN: 5145 1 T33 1 JACK Curt: RR8975 JRef tWa289750081 VARIOU 9A6f9AT 258MCt25STC ,R/O1 Qty 9 FROM RDG Dm,No 102.181215 11595 Truss Labeh C,15A KD t DF 04/12/2018 C r> r- 12 6 r- i I B r. t3 ` 6 rrig U _ 4X4( B1) 51 6` Loading Criteria (ins4) Wind Criteria _ Snow Criteria (Pq,Pf in PSF) DefllCSI Criteria A, Maximum Reactions (!bs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U Rw f Rh f RL / W TCDL'. 17.00 ;Speed: 160 mph Pf: NA Ce', NA ; VERT(LL): NA B 337 / 108 / 274 1- / 147 / 4.0 BOLL 0,00 Enclosure: Closed Lu', NA Os: NA VERT(TL)', NA D 97 10 74 (- 1.5 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): -0.006 C C 174 / 117 / 103 (- f 1,5 EXP:C DesLd4700MeanHeight: 21.69 ft HORZ(TL): 0,010 D Wind reactions based on MWFRS NCBCLL 10,00 TODL: 4.2 psf Code / Misc Criteria Creep Factor: 2-0 B Min Brg Width Reg = 15 Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 5th.ed 2017 Max TC CSI: 0,483 D Min Brg Width Reg : - Load Duration: 1,25 MWFRS ParaUe€ Dist: 0 to ht2 T'PI St& 2014 Max BC CSI: 0.306 C Min Brg Width Rec{ Spacing: 24.0 " Re Factors Used', Yes Max Web CSI: 0,000 Bearing B is a rigid surface. P g' OHO Dist a 3.00 fl P Loc. from endwall: not in 4.50 It FTlRT:20(0)I10(0) Members not listed have forces Less than 375# GCpi: 0,18 , Plate Type(s): Wind Duration 1.60 WAVE VIEW Ver 17.02.02A.1213 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/3012013 by ALSO 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'A3.0", min, toe -nails at bottom chord. t t s s T m at) ? 7hY4Rt8 98ttt1 WARNING— READ AND FOLLOW ALI. 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 SCSI (Building ComponentSafetyinformationby1PIandSBCA) Mr safety practices prior to performing these functions. Installers shall provide temporary bracingorBCSIUnlessnotedotherwisetapchordshallhaveproperlyattachedstructuralsheathin4qandbottomchordshallhaveapropperlyattachedncirdceilinLocationsshownforermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910, as applicable. Applgy Oates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildine Components Group Inc. shall not be responsible for any deviation from this drawin an failure to build the fi v trussinconformancewithANSIPI1orforhancrinshipping, installation and bracing of.trussesA seal on this dr, wwaii or cover pa e . , 247C Lake Orange Dr. listingthisdrawinccllindicatesacceptanceofpprorfessiona6enmeeruresonsibiiitysole! for thedesi n shovin. The suitabili anduseofthisdrawingforanystructureistiieresponsibilit}iof theBuilding Designer per ANSUTPI1 Sec.2, Suite 150 or more inrwnr gron see Phis ouv eneral rwr5tns Pane and thresn wi', bi sties- ALLI E: vn—_ and irreitw.corn, TPI www k Inst or( :, BCA: www.shcurdu ar cnm ICC wmnv icrsafe nr Orlando FL, 32837 1...._., _ .... _ Y _— . _ .... _._. Job Nurnber: N330089 VARIOUS 9A6/9A7,258MC/258_TC R/01 Truss Label: CJ3A Loading Criteria (psi} l Wind Criteria TCLIL: 20.00 Wind Std: ASCE7-10 TCDL: 17,00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10,00 Risk Category: 11 EXP: CDesLd. 4T00 Mean Height: 21.19 it NCBCLI-: 10.00 TCDL: 4.2 actSoffit: 000 BCDL: 5,0 pot Load Duration 1,25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 It Los, from endwalL Any GCpr 018 Wind Duration: 1,60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSO 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", ruin, toe -nails at bottom chord. Illy, 1 SEQN: 5149 / r38 I JACK Cust,RR8975JRef lWa289750081 Qty: 9 FROM: RUC; DrwNo: 102.18 1215.11329 KID I DF 04/12/2018 11 i Snow Criteria (Flg.Pf in PSF) :: Defi/CSI Criteria Pg: NA Ct NA CAT'. NA', PP Deflection in loci L/clefl Lot let NA Ce: NA 1 VERT(1_1_): NA Lu NA Cs: NA VERT(TL): NA Show Duration, NA HORZ(LL): -0.001 C HORZ(Tl,): 0,001 C Code 1 Miss Criteria Creep Factor: 2.0 Bldg Code: F&C 6th ad 2017 Max TC CSL 0,266 TPI Std: 2014 Max BCCSI: 0.101 Rep Factors Used: Yes Max Web CSL 0,000 FT/RT:20(0)/10(0) Plate'Type(s): WAVE VIEWVer: I7.02.02A,1213,21 11 In TATE OF 4- 41 Qr RO 278 04/12/2018 A Maximum Reactions (Ibs) Lac R / U /Rw /Rh /RL /W B 245 /82 /208 /96 /4,0 D 56 /4 /43 11.5 C 97 167 /54 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Reg = - C Min Big 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 require extreme care in fabricating, hanclli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingatentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary' Unless noted otherwise,top chord shall have property attached structural sheathin and bottom chord shall have a progedCS' I r toydcell 1.npy Locations shown for permanent lateral restraint of webs shall have bracing ins tilled per SCSI sections B3 B7 a per E A Oates to each face of and position as shown above and on the Joint Details, unless noted otherwise. Refer toIs160A-Z for standard plate positions. a division of ITW inin ,,$Components Group Inc, shall not be responsible for any deviation from this drawing,anI1X failure to build toeconformancewith, NSI PI 1 . or for handfinj, shippin?, installation and bracing of trussesA seal on this dr wi g or cover pa aupithisdrawinindicatesacceptanceofAreessionaengineeriresponsibilitysolelyforthedesignshown. The abilityreofthisgrawingforanystructureiseresponsibilityoftheuguildingDesignerperANSUTPIISec.2. informatton see this pb's qeneial notes paqe and these web sites ALNNE vAvw apt me,tw covyi, TF11 mvnv loinst ara SBCA wwwsbcAnduMry com: ICC weer imsaf RM 16, M I TW ' - 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jot) Number; N330089 VARIOUS 9A619A7,258MC/258"rC R101 Truss Label: CAA Loading Criteria (psn TCLL.: 20,00 TCDL.: 17.00 BCLL: 0,00 BCDL: 10,00 Des Ld: 47,00 NCBCLL: 1000 Soffit: 0,00 Load Duration: 1.25 Spacing: 24,0 " Ply: 1 Qty: 12 12 6" 6 4X4( Bl) Wind Criteria WindStd: ASCE7-10 Speed: 150 rinish Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.69 it TCDL: 4.2 pat BCDL: 5.0 pot MWFRS Parallel Dist: 0 to h/2 C& C Dist w 3.00 ft Loc, from endwall: Any GCpj: S18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x4 SP #2 N 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 Provide ( 2) 0.131"x3,0", min, toe -nails at top chord Provide ( 2) 0.131"x3 0". min, toe -nails at bottom chord. SEQN 5151 i T39 /JACK Cust R R8975 JRef: 1 Wa289750081 FROM ERG DrwNo: 102,18 1215,11735 KD / DF 04112/2018 Snow Criteria (Pg Pf in PSF) DefUCS1 Criteria Pg: NA Ct NA CAT: li Pip Deflection in loc Lldef] L/# Pf NA Ce: NA VERT(LL): NA Lw NA Cs: NA VERT(Tl_): NA Snow Duration NA HORZ(LL): -0.000 C HORZ( TL) 0,001 C Code / Miss Criteria Creep Factor: 2,0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.183 Tpi Std: 2014 Max BC CSI: 0.020 Rep Factors Used: Yes Max Web CSI: 0,000 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A,1213.21 S § 1V a 0 ' r As as, 5:5 0 OtNYIONA 40278osrstttteta04/ 12/2018 B 181 171 /172 /47 /4,0 D 14 /5 /14 /1,5 C - 6 /22 /18 /1,5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - 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 irifire extreme care in fabricating, handfiu, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building tSafetyInformation, b c s TPIanSBCA) or so ety practices prior to performing these functions. Installers shall provide temporary BCSI, Unless noted o herwise,top chord shall have properly attached structural sheathin R and bottom ghord shall have a pro 9erlydcralmy. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 10 eaApplyplatestoeachface, of truss and position as shown above and on the Jointetalls, unless noted otherwise, kefer to its Group Inc. shall not be responsible for any deviation from this drawrng,an, failure to build the rhandling, shippirT, installation and bracing of trussesA seal on this dr w! or cover spa e 0of ) i mptifity essionaengineeringresponsibilitysolelyforthedesignshooln, The a reisCoresponsibilib? of the guilding Designer per ANSUTPI 1 Sec.2. and these web sites AL PINE wwwalpineftw com TPI www,tvinstora, SBCA wvw sbcsndustry corn ICC w icr.saf 0ow AWI\1 0.plllly 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9A619A7 ,258MC/258TG R/01 Truss Label: CJ5S 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 " 6"6 i Wind Criteria Wind St& ASCE 7-10 Speed: 150mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height 21.94 It TCDL: 4,2 par BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a; 3.00 It Loc, from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration 1,60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x4 SP #2 IS Lumber value set "1313" uses design values approved 1/3012013 by ALSO Wind Wind loads based on MWFRS with additional C&C mernber 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. 5 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code I Miss Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT20(0)/10(0) Plate Type(s): WAVE Ply: I SEON 5146 / T43 I JACK Cust R R8975 JlRet IWa289750081 Oty, I FROM RDG DrwNo102,18,1215 11517 Kr) / DF 04/12/2018 I Defi/ CS1 Criteria PP Deflection in loc L/defi L/# VERT( LQ: NA VERT( TL): NA HORZ( LL): -0 007 B HORZ( TL): 0,013 C Creep Factor: 2.0 Max TCCSI: 0.524 Max BC CSI 0.316 Max Web CSL 0.000 VIEW Ver: 17.02.02A. 121121 N, A 40 278 04/ 12/2018 d- X A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 249 163 /183 /123 1- C 99 /12 /77 11.5 B 180 / 122 /109 11,5 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 quire extreme care in fabricatino, handling, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building ISafetyInformation, by TPI an SBCA) 0 safety typractices prior to performing these functions. Installers shall provide temporary rBCSLUnlessnotedotherwise,top chord shall have properly attached structural sheathingand bottom ghord shall v a prodad, IdceilingLocationsshownforIl permanentlateral restraint of webs shall have bracing installed per PC I sections i '. 7 or 10 ApplyyplatestoeachfaceatrussandpositionasshownaboveandontheJoin' Details, unless noted othe (defer to M and 2400 Lake Orange or, iile 150 Ortando FL, 32837 I Job Number: N330089 VARIOUS 9A619A7,258MC/258TC R/01 Truss Label: (.,J3S 6"6 Loading Criteria (psf) : Wind Criteria TOLL 2000 Wind Ste: ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL: 1000 Risk Category: 11 EXPC DesLd47,00 Mean Height: 21A4 ft NCBCLL: 10,00 TCDLi 4,2 psf Soffit: 0,00 BCDL: 5,0 act Load Duration: 1 25 MWFRS Parallel Dist: 0 to h12 Spacing: 24,0 C&C Dist a: 3.00 It Loc. from endwalli Any GCpr 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 24 SP #2 N Lumber value set "1313" uses design values approved 1/3012013 by ALSO 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. MEMMZ 12 Ply I SEQN: 5148 / T55 /JACK Cust: R R8975 J!Rivf 1Wa289750081 Qly I FROM RDG DrwNo, 102.18,1215,11485 KD / DF 04112/2018 I 10 LSnow Criteria (P9,Pf In PSF) ; Defi/CS1 Criteria PS NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf' NA Cc: NA VERT(LL): NA Lw NA Cs: NA VERT(TL); NA Snow Duration NA HORZ(_L): -0 002 B HORZ( TL): 0,003 C Code if Misc Criteria Creep Factor 2,0 Bldg Code: FBC 6th.ed 2017 Max"TC CSI: 0,296 TPI Sid: 2014 Max BCCSI: 0.117 Rep Factors Used: Yes Max Web CSL 0,000 FT/ RT20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A. 1213,21 e J ATE 0 x r 0 279 A 04/ 12/20 18 A Maximum Reactions (lbs) Loc R /U tRw /Rh /RL 1W A 151 /35 /110 /72 /- C 58 /6 /45 /1,5 B 108 173 /66 /1,5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Brg Width Reg = B Min Brg Width Red = Members not listed have forces less than 375# eMMM catrussandpositionasshownaboveandoninJoinDet. Is, unless noted therw,16 kfer to s tions. from this dr?win any failure to build the ksealonthisdrawlingorcoverpavey forthedesignshown. The sulabilit ANSUTPI I SecZ Truss in conrormance wim ANZU I H i,car Tor rianarinj snippo I listingthisdrawing, indicates acceptance of [tie essiona? r f, land useofthisrawingforanystructureisheresponsibno 2400 Lake Orange Di Suite 150 Orlando L L, 32837 Job Number: N330089 Ply: 1 SEQN: 45411 / F65 /JACK Chst: R R8975 JIRO: 1Wa289750081 VARIOUS 9A6/9A7.258MC/258TC R/01 Qty: 1 FROM RDG j Drwhlo: 102,18,1215,11875 Truss Label: CJ18 KD I DF 04112/2018 Loading Criteria ipsf) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL: 1000 Risk Category: 11 EXP C Des Ld: 47,00MeanHeight: 20.94 ft NC13CLL 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 Any GCpi: 0,18 1 Wind Duration: 1. 60 Lumber Value Set 13B ( Effective 6/112013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "l 313" uses design values approved 1130/2013 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", nim. toe -nails at bottom chord. C IN 19 Snow Criteria ( Pg, Pf in FISF) DefI1CSf Criteria Pgi NA Ct: NA CAT: NA PP Deflection in Inc Lldefi Lof Pf NA Ce: NA j VERT(LL)i NA Lu NA Cs: NA VERT(TL): NA Snow Duration: NA FIORZ( I_Q: -0.000 6 HCFZ(TL): 0.000 IS Code I Miss Criteria Creep Factor 2.0 Bldg Code: FBC 6th. ed 2017 Max TC CSL 0.031 TPI Sid: 2014 Max BC CSI: 0,009 Rep Factors Used: Yes , Max Web CSI 0,000 FT/RT:20(0)/ 1Old) Plate Type(): WAVE VIEW Ver: 17r02,02A, 1213 21 1.0. putKtl ATE lot 4 4 OR\ 40 278 04/12/2018 A Maximum Reactions (Ins) Los IS /U /Rw /Rh / RL /W A 54 /7 /38 /22 1- C 18 /2 114 f- / 1 5 B 34 /25 121 /- 11, 5 Wind reactions based on MWFRS A Min Big Width Reg = C Min Brg Width Reg = B Min Brig Width Red = Members not listed have forces less than 375# WARNING** RFAD AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatiriR, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPIanSBCA) IF r safety practices prior to performing these functions. Installers shall provide temporary braidn per BCSI. Unless notedotherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachgh 9 ,lid coiliny. Locationsshownfor?,ermanent lateral restraint f webs shall have bracing ins ailed per SCSI sections B3, B7 or 10, as applicable Apply ,,Iates toeachfaceatrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for s andard plate positions Alpine, a division of tTW Buildi)TCornfsonents Group Inc. shall not be responsible for any deviation from this dravon any failure to build the truss in conformance with ANSIPI1, or forhandlinq, shipping, installation and bracing of trussesA seal on this drNing or cower The listing this drawin , indicatesacremuseof ) essiona engineerin responsibility solely for the design shown. lhSP.Maltilifty and use of this grawingforanystructureisPhreorespronsibliftyoftheIguildingDesignerperANSIfTPIISecZormoreinformationseethistob' speneral notes Pare and these web sites ALPiNE wwwalpineitwcom,TPI woovtprjstorq;SBCk wwwsbandustrvrmrn:1CC wwwicesat MW wlw= 2400 Lave Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330089 EQN: 5153 1-60 JACK Cust RR8975JRef IVVa289750081 VARIOUS 9A6/9A7,258MG/2581_(' Riot City-: I 'FROM PF-H DrwNo 102 18,1215,11597 Truss Label: C,11C KD DF 04112/2018 12 6 1 B 2X4(Bl) A 00tit 0, X C 9"12 9"12 Loading Criteria (Jist} Wind Criteria Snow Criteria (I-1g,Pf in PSF) DefI/CS1 Criteria A Maximum Reactions (Ibs) TCLL 20,00 Wind Sid: ASCE7-10 Fig: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L/# Loc R U Rw t Rh RL W TCDL: 17,00 Speed: 150 mph Pf NA Cc: NA VERT(LL): NA :A 44 /5 /31 /18 /11 BOLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 16 14 /13 /1 5RiskCategory: 11BCDL: 10,00 Snow Duration: NA HORZ(LL): -0.000 C B 25 /18 116 1,5EXP: CDesLd47,00 Mean Height: 20.99 It HORZ(TL)i 0.000 C Wind reactions based on MWFRS NCBCLL: 1000 Code / Miss Criteria I Creep Factor: 2,0 A Min Brg WidthReal = 1,5 TCDL: 4,2 par C Min Brg Width Rea = - Soffit: 0,00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TO CSL O 016 B Min Brg Width Reg = - Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,004 i I i Spacing: 24,0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSL 0000 Bearing A is a rigid surface. L.oc. 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 17,02.02A. 1213,21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x6 SP #2 N Lumber value set "13B" uses design values approved 1130/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toenails at top chord. Provide (2) 0,131"x3,0", nim. toe. -nails at bottom chord. 648 "t UTE so, OR 9........... # 4 27 ;* x4,,Y/0NA 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 SCSI (BuildingComponentSafetyInformation, byTPl an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary, bracing For SCSI. Unless noted otherwise,top chord shall have property attached structural sheathin and bottom chord shall have a pro erlyattached ;q 9wdcerlinaLocationsshownforermarrentlateralrestraintofwebsshallhavebraciripinstalledperSCSIsectionsB3, B7 or 10, Fuss and position as shown above and on the Join Details, unless noted otherwise, Peter toasapplicabe, Appy ,,Iatesto each face o?, drawings 160A-Z for standard plate positions lazp;failure to build the ANaW-1W,- Alpine, a division of ITW Builclir Components Group Inc. shall not be responsible for any deviation from this drawir ALPINE truss in conformance with ANSI P1 1, or for handlirij, shippiy installation and bracing of trussesA seal on this dr wi , or cover g, eolplistingthisdrawin , indicates acceptance of K6 essiona et?i nfete ing responsibill solely for the design shown. The suitability 2400 Lake Orange Di, r of eanduseofthisgraefingforanysructureiseresponsibilithe wilding Designer per ANSUTPI I Sec.2. Suite 150 iowr. ry_core mforma.t.t.on seetrrlj b5 qfjtj iq.yy TP Lww tpfns!.M_jBCA, sbcind Ls ry ccL jg j csaklar Orlando FL, 328379 Job Number: N33(0ic) Ply: 1 1 SEQN: 5158 1 123 / HIPCust: R R8975 JRef t Wa2897r0081VARIOUS , 9A6/9A7 ,258MF/258TC ,R/01 Qty: 3 FROM F{MT DiwNo. 102,18 1215.09958 Truss Label. HJ7 Kra WICK 04/1212018 9110, 11 5' 2'5 47°11 D 12 4. 24 2X4 G tl rer B 4.- A 2X4( A1 } 04 V61 9`5„7 4„ 10 5 7 Loading Criteria (psf) Wind Criteria — Snow Criteria (F g.Pf in PSF) 1 OefIICSI Criteria Maximum Reactions (ibs) TCLL 2000,Wind Std: ASCE 7-10 Pg, NA Ct: NA GAT: NA iPP Deflection in Ion L/defl Lt# Loc: R U Rw ! Rh ! RL / W TCDL 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.017 G 999 360 B 425 / 125 1 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA i VERT(TL): 0.067 G 999 240 : E 443 5E i 0 1.5 BCDL: 10.00 j Risk Category: It Snow Duration: NA HORZ(LL}: 0.006 F - D 305 l 156 1,5 EXP: G Des Ld' 47,06 Mean Height: 15.10 ft HORZ(T L) 0,014 F Wind reactions based on MWFRS NCBGLL, U,no TGDL: 4.2 psf Code / Mlsc Criteria . Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Soffit: 0,00 BGDL: 5.(1 pat Bldg Code: FBG 6th.ed 2017 Max TC CSI: 0.901 E fain Brg Width Rest = . TPI Sid: 2014 Max BC CSI: 0.623 D Min Brg Width Reg LoadDuration: 1.?5 MWFRS Parallel Dist: 0 to h12 Bearing B is a rigid surface. Spacing. 24,0 " GAG Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0,420 Bearing B requires a seat plate. Loc. from endwall. NA FT/RT:20(0)/10(0) GGpi: 0.18 Plate Type(s): _ Members not listed have forces less than 375 Wind Duration 1.60 1 WAVE VIEW Ver 17,02 01A 1115,21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Gomp, Value Set: 13B (Effective 6/1/2013) B - C 341 -817 Top chord 2x4 SP #2 N Bot chard 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumbervalueset "13B" uses design values approved 1130/2013 by AL.SC B - F 769 -308 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Wind C. F 333 -831 Wind loads and reactions based on MWFRS. Additional Notes f t Provide ( 3) 0.131 `x3.0", min toe -nails at top chord.# Provide ( 3) 0.131 x3,0", min tree -nails at bottom chord. p V 40 27& %s E' 4R '.: Ig6titD 04/ 12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! m.... IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handiinqq shipping, installing and bracing. Refer to and follow the latest edition of BCSl (Building Cc 'a Safety Information, by TPI an SBGA} fdr salty practices prior to perforating these functions. Installers shall provide temporary bracingfetBGSI ,Unless noted tithe wise,top chord shah have property attached structural sheathineett and bottom hard anal Ihave a prt terly attachednctidceilrncaLocationsshownforDermartentlateralrestraintofwebsshallhavebracininsailedperBCIsectionsB3, 87 of 1310, asapplicabgle. Apply L laces to each face. of truss and psaltery as shown above and on the Join i Details, unless noted otherwise starts drawings 16E)A_Z for standard plate positions. Alpine, a division of ITV! Buildinq(omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AWIW OIra trussinconformancewithANSIiPl1, or for handiinct shipping, installation and bracing of,trussesA seal on this dr wing or cover pa e - , 240t) Lake Oran e Dr. listingthisdrawinc1indicatesacrefenceofproaessionafengineerinresponsibilitysolelyforthedealnshown. The su abuity 1 andlistingofthisdrawingforanysructureistheresponsibilityofthewildingt3esignerperANSYTPI1Sc,2. Suite 150 cure E fbrmafipn se this ob` e.ncaraf notes a e and these web silts Ak_PINE www vt! tne tw-CC.rTt; TPI e—v t in_ e>nSES -A www 5irc ndustr wun tC,C. rvww ¢ccsafe or Orlando FL, 32837 For _.___ ..._.__w. 7 9' __..__ _.._ °._ _ __..w_.P._ F_ -.2 _ _.... _.._._.n _..Lt,_ ._ _ _ _,_... Job Number: N330089 VARIOUS 9A6/9A7 258MC/2581C R/01 Truss Label: HJ74 Loading Criteria (pst) 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 " V5. 1 Ply: I i SEQN: 5160 / 1-31 HIP i Cust: RR8975 JRef: 1VA)289750081 Oy 1 ;FROM RDG DrwNo 102.18.1215 10612 KM / VVHK 04/12/2018 637 9110,11 577 4'6"10 I 3X6(Al) oovt 14 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 per BCDL: 5,0 not MWFRS Parallel Dist: 0 to h/2 C&C Dist & 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 #2 N But chord 2x4 SP #2 N Webs 2x4 SP #3 Lurnber value set `1 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-1 1 -8 setback jacks with no webs Wind Wind leads and reactions based on MWFRS, Additional Notes Provide (3) 0.131"x3,0", rnin toe -nails at top chord, Provide (3) 0-131"x3,0", min toe -nails at bottom chord. I 61 " 11 41 1 "8 6"14 5'1 " 11 9'3"3 9110 1 " 1 Snow Criteria (Pg.Pf m PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT. NAi PP Deflection in Inc L/defl Ldf Loc R / U /Rw /Rh f RL /W Pf NA Ce: NA VERT(Ll_): 0.038 G 999 360 It 415 /128 1- /10,6 Lw NA Cs: NA VIERT(Tl_) 0.142 G 999 240 E 427 /64 0 /1,5 Snow Duration: NA HORZ(LL): 0,009 F - - D 305 1151 11 5 i HORZ(TL)- 0.020 F Wind reactions based on MWFRS Code Mise Criteria Creep Factor 2.0 H Min Brg Width Reg = 1,5 Bldg Code: FBC 6th,ed 2011 Max TC CSI: 0.786 E Min Brg Width Red = - TPI Std: 2014 Max BC CSI. 0.673 D Min Brg Width Red i Rep Factors Used: Na I Max Web CSI: 0.579 Bearing H is a rigid surface. Bearing H requires a seat plate. FT/RT:20(0)/10(0) PlateType(s): Members not listed have forces less than 375# WAVE, 18SS VIEWVer: 17.02.01AA115,21 Maximum Top Chord Forces Per Ply (lbs) Chords Tens Game. B - C 375 -1283 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Come. B-G 1237 - 360 G - F 1225 -367 Maximum Web Forces Per Ply (lbs) Webs Tens Corns. C - F 382 -1275 S Zoe % aA4 648 TE 0 27 04/12/2018 kww. 'kitAb AND F66C_6WAil_ NOTES ON THIS bkmmi IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a e extreme care in fabricating, handling, shiping, installing and bracing. Refer to and follow the latest edition of SCSI (Buildingdshipping,' safety practices prior to performing these functions. Installers shall provide temporary agCA "rchordrdsth lateralhave property attached Structural sheathin and bottom chord shall have a properlyrn'..r q 9 v Sasslit frIgurrogn by TP an e ron to al restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 10 i s B S Unlessso noted the eatresrCulrlt 'I, L atidIuEari. how" to Pp y I. 0 truebeAeeachface 's and position as shown above and on the Join Details, unless noted otherwise, Refer totatojf 1 0 Z far . or Fist fro, 6 A standardd id ,ran a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,au failure to build theconformancewithANSIPt1, or for handling, shipping, installation and bracing of trussesA seal on this dr6wi g or cover page. fbs drawingindicates acceptance of Aroessiona engmeerm responsibill solely for the design shown. The smz blityraofthisrawingforanys acceptance is a responsibility of the Building Desig%ir per ANSbTP1 I Sec.2. lWorwaron see this job's qlaneivi notes paqe and these web s,tes ALPINE on,ov alomeaw corn TPI www trwist oro, SBCA mvw shandustiry com ICC www lccsaf iA 1_1o;1111 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330089 Ply: 1 SEQN: 5159 f T42 1 HIP I Cust: R R8975 JRef: 1 Wa289750081 VARIOUS 9A6/9A7,258MC/258'T`C R/01 City: 4 FROM HMT Drwplo102,18.1215 10986 Truss Label: RJ7A KM I WHK 04/1212018 5' 2"3 5' 2"3 47'14 D 12 4. 24 3X6 C B 61" A F F Loading Criteria (nsf) : Wind Criteria TOLL: 20.00 Wind Sid ASCE 7-10 TCDL: 17.00 Speed: 150 mph BOLL; 000 Enclosure: Closed BCDL: 10.00 Risk Category, It EXPi C Des Ld4700 Mean Height: 22 18 If NCBCLL 0, 00 TCDL: 4.2 pat Soffit: 0.00 BCDL 5.0 psf Load Duration: 1,25 MyVFRS Parallel Dist 0 to h/2 Spacing: 24. 0 C&C Dist & 3.00 ft Loc. from endwall: NA GCpi: 0. 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSO 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. M M Snow Criteria ( P9,Pf in PS) : Defl/CSI Criteria A Maximum Reactions (Ibs) isgi NA Ct NA CAT NA PP Deflection in loc L/defi L/# I Loc R I U -/Rw /Rh /RL /W Pf: NA Ce: NA VERT(Ll_): -0,023 C 999 360 B 423 / 181 /4,9 Lu: NA Cs: NA VERT(TL): 0.061 G 999 240 E 439 / 101 /1,5 Snow Duration: NA HORZ(1-1-) -0,010 E D 312 / 209 1.5 HORZ(TL). 0.012 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2,0 B Min Big Width Red W 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,809 E Min Brq Width Reg TPI Std2014 Max BC CST: 0 621 D Min Brq Width Ron Rep Factors Used: No Max Web CSC: 0.392 Bearing B is a rigid surface. FT/RT:20( 0)/10(0) Plate Type(): WAVE VIEW Ver' 17,02,01A,1115,21 e* 40278 "s, NA Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens,Comp._ B - C 441 - 743 Maximum Sot Chord Forces Per Ply (lbs) Chords Tens.Comp, B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs "I Tens. Comp. C - F 437 - 755 04/12/2018 WARNING'"" READ AND F&LbwAn NOTES ON THIS ERA iNibi IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS juire extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of BCS1 (Building I Safety Information, by TPI an SBA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless notedotherwisetopchordshallhaveproperlyattachedstructuralsheathingqandbottomchordshall [)eye a pro erly A 9 lid ceiling LocationsshownforermanentlateralrestraintofwebsshallhavebracinginsailedperBCSIsectionsB3B7at, 10, p1l IpYy etrslatestoeachfaceatrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Bete to 60A-Z for standard plate positions vision of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drsoving,any failure to build the hormance with, hTRI1, or for handlia shippinp, installation and bracing of trussesA seal on this drawing or cover papa, indicates acceptance ofproessionaengmeermresponsibilitysolelyforthedesignshown. ' ' drawing r , IIto Li. b I ity A thisgrawingforanyaructureisheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. mation see thm fob's aeneral rVes nacte anci these web sites ALPINE www. almneitw com TPI v— fi-W or. SBCA wauw hmr ,d,mftn .— 1r.r, — i.... qW , 044. &Ny 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9A6/9A7,258MC/258TC R/01 Truss Label: 1-07S Loading Criteria (pst) TOLL 2000 TCDL: 17,00 BOLL: 000 BCDL: 10,00 Des Ld. 47,00 NCBCLL: 0,00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria WindStd: ASCE7-10 Speed: 150 mph Enclosure: Closed Risk Category: I[ EXP: C Mean Height! 22.43 ft TCDL: 4,2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from enclwall: NA GCpr 0.18 Wind Duration: 1,60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Set chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1130/2013 by ALSC Loading Hipjack supports 6-1 1-8 setback jacks with no webs. Wind Wind loads and reactions based on MWIFIRS, Additional Notes Provide (3) 0.131 "x3,0", rnin toe -nails at top chord, Provide (3) 0.131"x3,0", thin toe -nails at bottom chc,rd. Ply: I SEQN: 5161 1 T50 / HIP_ I Cust: RR8975 JRef: 1Wa289750081 City 1 FROM HMT DrwNo: 102,18,121509973 KM / WHK 04112/2018 5'2`3 91,10,11 573 47' 14 Snow Criteria (Pg Pf n PSF) Pg: NA Ct NA CAI Ns Pf NA Ce, NA Lu: NA Cs NA Snow Duration: NA Code / Miss Criteria Bldg Code: FBC sin ad 201 TPI Std: 2014 Rep Factors Used: No FT/RT20(0)/ 1 0(0) PlateType(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl I_/# VERT(LL). -0. 023 B 999 360 VERTJQ0,059 B 999 240 HORZ(L.L): .0. 010 D - HORZ(TL): 0,012 D Creep Factor: 2.0 Max TC CSI 0, 803 Max BC CSI: 0, 627 Max Web CSL 0. 397 A Maximum Reactions (lbs) A 382 1 160 / / 4.9 D 443 105 / /1, 5 C 311 /211 /- /1. 5 Wind reactions based on IMWFRS A Min Erg Width Reg = 1.5 D Min Brg Width Reg = - C Min Firg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lids) VIEWVer: 17.02.01, 41115.21 'i Chords Tens Comp. A - B 449 -.749 tATE 10 OR0.0- 0 eips0278` s"'%, fbs_ 10NA`L 04/ 12/2018 Maximum Bot Chord Forces Per Ply dbs) Chords Tens.Comp, A - E 696 -406 Maximum Web Forces Per Ply (fas) Webs Tens,Cornp, B - E 446 -763 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatino, handling, shipping, installing and bracing. Refer to and follow the latest edition of BC (Building nent Safety Information, bN TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary g SCSI Unless noted a herwise,top chord shall have properly attached structural sheathrrr and bottom chord shall have a progeny rigi d ce, rAin'y'. Locationsshown forermanent lateral restraint of webs shall have b Jag In me ailed perSCSI sections B3, B7 r is 'tj Oates toeachfaceof"Iruss and position as Shawn shave and on the nlgD "Is, unless nosed otherwise. Refer t parys standard plate positions, s160A-Z adivisionofrTW Buildingomponents GrOUP Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI 11, or for handlinj shipprop, installation and bracing of trussesA seal on this drawling or cover gap e this drawing, indicatesacceptanceoferdessionaengineeringresponsibilitysolelyforthedesignshown. The sm bility r it, 5e ofthisgrawingforanysacceptanceisheresponsibility of the uilding Designer per ANSffTP1 I Sec,2, information see, this job' s general notes Pane and these web Stine ALPINE Aew alDineitw. corn, TPI ohev tDinst ora, SBCA www sbandustry com ICC view iccsar A' 'Al .-QMPINI 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9Aiv9A7,258MC/258Tc R/O I Truss Label: HJ2 6"6 Loading Criteria lost) 1 Wind Criteria I Ply I SEQN: 5162 T45 HIP— oust; RR8975JRel 1Wa289750081 Qer, 2 FROM:RDG DrwNo: 102,18 1215,10115 Kid I WHK 04/1212018 424 12 C 0 00 TOLL: 20,00 1 Wind Std ASCE7-10 TCDL 1700 Speed: 150 mph BOLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category; 11 EXP: CDesLcL4T00MeanHeight: 20,90 It NCBCLL 0,00 TCDL; 4.2 psfSoffit: 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 GCpr 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1130/2013 by ALSO 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) 0.131"x3.0", min. toe -nails at bottom chord. 27 " 1 W Snow Criteria (Pg,Pf,n PSF) 1! Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl I./# Pf NA Ce NA VERT(_L): NA Lu, NA C& NA VERT(TL)i NA Snow Duration: NA i HORZ(Ll_): -0.000 D HORZ(TL): 0.001 D Code I Miss Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201't Max TC CSL 0136 TPI Sid: 2014 i Max BC CSI: 0,031 Rep Factors Used: No Max Web CSI: 0,000 FTIRT20(0)MO(0) Plate Type(s). WAVE VIEWVer: 17.02,01A,1115.21 M ATE 0 c AV A Maximum Reactions (Ibs) Loc R U Rw 1 Rh f RL W B 102 /51 1- 14,9 D 4 /7 /1,5 C 18 /12 /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Red = - C Min Brg Width Red = - Bearing B is a rigid surface Members not listed have forces less than 375# 0 2 tJt .. lsila, Imm"I'la 04/12/2018 WARI4IkIb'— READ AND Fonm ALL NOTES ONI THIS DRAWING( IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingrentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporaryBUnlessnotedotherwise,top chord shall have properly attached structural sheathin and bottorn chord shall have a progerl BC fin Locations shown for ermanent lateral restraint of webs shall have bracinp ov? ad 'o ailed per BCSI sections B3 B7 orcable. AP4 plates to each face opiruss and position as shown above and on the Join Details, unless noted otherwise', Refer toIs160A-Z for standard plate positions. a division of ITW Buildr Components Group Inc, shall not be responsible for any deviation from this drawfina,aing failure to build theconformancewithANfafol1, or for handfinq, shippry installation and bracing of trussesA seal on this dr ad or cower .pa qulphisdrawingindicatesacceptanceofgiroessionaengineeringresponsibilitysolelyforthedesignshovIn. The abilityraofthisiawingforanystructureiseresponsibilityoftheluouildingDesignerperANS11TPIISec.2. nksmMion see flits vb't mmeral notes nacre and these web sites ALPINF mwwa1ninn,1.-n TPI .—ft-M.n, SRCA -b, 1-11-rn U',r. --f ANRW,'0V,`1N1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330089 VARIOUS 9A6/9A7,258MC1258,rc R/01 Truss Label: rIJ21 Ply: 1 SEQN: 5163 / T62 / HIP Cust: R R8975 JR(ff I VVa289750081 Qty 1 FROM: PFH DrwNo 102,18,1215,11345 KD / OF 04/12/2018 I ZY14 ZY 14 Loading Criteria (pst) Wind Criteria Snow, Criteria (Pq Pt in Psr) Defi/CSI Criteria TCLL.: 20,00 Wind Std: ASCE 7-10 Pq: NA Ct NA CAT: NA: PP Deflection in loc Udell L/# TCDL: 17,00 Speed: 150 man Pf: NA Ce: NA VERT(I.L): NA Enclosure: ClosedBCL.L 0,00 Lu NA Cs NA VERT(TL): NA BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 C Des Ld:' 400 EXP: CTHORZ(TL): 0.000 C MeanHeight: 21,19 it NCBCLL 0,00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2.0 Soffit: 0,00 BCDL: 5,0 Pat Bldg Code: FBC 6th,ed 2011 Max TO CSC 0.024 iLoad Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Sta: 2014 Max BC CSC O.009 Spacing: 24.0 C&C Dist a: 3,00 ft Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0,18 Plate Tylpe(s)i Wind Duration: 1 60 WAVE VIEWVer: 17,02,02A,1213,21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bar chord 2x6 SP #2 N Lumber value set "l 313" uses design values approved 1/3012013 by ALSC Loading Hipjack supports 1-7-12 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) 0.131"x3.0", mintoe-nails at bottom chord, i LO T— A Maximum Reactions (Ibs) Loc R / U -_ /Rw /Rh-/RL 1W A 19 / 7 /17 C 10 /_ / 2 1- / 1.5 B 26 / 16 /- / - 11.5 Wind reactions based on MWFRS A Min Brg Width Reg = 1,5 C Min Brq Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# VATE OF R11) a 02 7' yer, a 4/12 2LH8 WARNING" READ AND FOLLOW ALL NOTEs ON THIS DRAWING!' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS dire extreme care in fabricating, handlog, shipping, inatalling,and bracing, Refer to and follow the latest edition of (SCSI (Building Safety Information, by TPI an SBCA) or sa, ety practices prior to performing these functions. Installers shall provide temporary BCSI, Unlessnotedothervase,top chord shall have properly attached structural sheathin and bottom chord shall have a pro efly A 9 iied. ceiliny, Locations shown for errnanent lateral restraint of webs shall have bracinp installed per, BCSI sections 133 B7 or 10 lates toeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted offiervosd. Refer to 6OA-Zpforysstandardplatepositions. FEW I ww= TPI wwwtonst ora, SBCA 2400 Lake Orange Lif. Suite 150 Orlando FL, 32837 Cabe Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = LOO Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = LOO Gr= 120 nor, Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Not = 1.00 2x4 Brace: 1) lx4 'L' Brace * 1) 2x4 'L' Brace A (2) 2x4 'L' Brace *A 1) 2x6 'L' Brace * (2) 2x6 'L' BraceijGroupGaiateVerticalNo Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A B I 1 #2 3' IV 7T 6' 7' 6' 10' T 71 9' T 81 V 7 91 3. 9' 7' 2' 12' 8' 14' C' 14' 0' U— SPF S_9 2— 8— SS' I 6 12' V T 6 4 0- L4'_')' HF Stud 3' 8' 5' 91 6' V 7' 8' 7' 11' 91 11 9' 61 12' 0' 12' 6' 14' 0' 14' 0' 0 Standard L BL_ L I" L 3"_ L 7'_ 6_L 10' 4' IV I' 4LV 14' 0' 1 4` 01 ll' T 10- 8' 2' 9' a- 2L 91 81 12' 4' 121 91 14' 0' 4' 0' j Si- 2 IV 6' 71 6' 10- 3 77 12 2- 112 8' l' 14' 0' 14- 0' 3 9 3 5' 7' C 7 2 777- 7 115 ill 8"_ 14' 0' 14' 0' oi DFL Stud 1 T 9' 5' 3' 5' 7' 61 ill 7' 5' T 2' 9' 7- 0' Il- Ilt'S - 14' 0' 0, 14' 0' T U Standard 2-6 31 6' 4' 7' L 11' 9 6 21 10 7 3 97 4- 0 7 e, it, jI 0 91 81 11 10' 41 14' 0' IT 1' 14' 0' 14' 0' 0 14' 0' SPF 3_TT_ 4' 2' 7' 11 7' 9' 81 9. T 11 10 5' 10, 10, j3 13' 9 4 V 7- 47 V 14 01 U- HF Stud 2- OL 5' 0 IV 9-_ V 4 0- 4 V 0) 0 Standard 6 5' 81 81 L 10' 5' 10, to, j3 12' 81 14 IT 7' 14' 0' 14' 0' 1 4L71 L_7 111 OL 2L 4 10, 81 ill 1, 14' 0' 14' 0' 14' 0' 14' 0' a S P 2 4' 5' T 6' L_ 7' 9' 2L_ _ 81 10, T 3' 10' 7' ill 01 13' 11' 14V 14 0' 14L 0' 3 4; T 5 7T 10 7 _ 10, 6 10, Ill 13' 4' 14' 0' 14' 0' 14'U, DFL_ St': 42 7_ 57- 8, 6. 91 11 147 —0, 7 —V 1414' V Standard 4; 4: 5' 81 61 V T 6' 81 01 10, 21 10, 10, 111 10, 121 71 14' 0' 14' 0' 3# 2 4L —17v L-3-- 2 LL LOL_' LL 14' V C5 SPF 81 21 8 2' 10, 01 111 61 1' 121 0' 14L _ V 14' 0' LL _ 0' 14' 0' 1- 4LD' 14' 0' 14' 0' L3 U HF Stud s7- 2 5 8 TO7 —0. T,7 —6 T2-7 —0, 7 —01,--7 T40, 14' 7 70' 40 Standard 4 _7 Z _0 L _5 2 4 10 it I 6 12 0 14 0_ 14' 0' IC V 14' 0' X 1 5' 11 8' 5' 81 81 91 Ill 10' 3' Ill 11 T 12' T 14' 0' 14' 0' 14' 0' SP24710' 3 7"; 9' 9- 1W 20 1 _Z_]' V 4 - 14' 0 1 ' ' f47 V 14' 0 14' 0' 7 0j3C9' 7' 4' 7' 101 91 81 to, 11 it, 7, 12, 01 c14' 0-14' 1.' 0- 0__ 14` 0` 74 v D F L A 4 9' 7' 4' 7' 10' 91 a, 10' - V 111' 7' 12, 01 14 0 14' 0 14' 0' 14' 0' 747 14' 0' J_ Standard 4 7' 6' 6' 6' It- 87 97 3--T ill 6,112' 0- 13' 7' 57 V V 14 0- Va bte, Truss I Diagonal brace optiom vertical length may be T doubled when dIagonat )K Brace Is used, Correct diagonal brace for 600# at each end, Max web Bra totat length Is 14', )K)K 2* 6 DF-L #2 or better diagonal T_ Vertical length shown brace) stngte 8' )K tntableabove. or double cut 45* ( as shown) at LL I upper end. Connect d1agona, at midpoint or vertical web. Rerer to c r a PEF I WMIIAN aw awmw 13722, Rive, p.M D S.ite, 200 Hught,'MM 63043 0 Bracing Group Species and Grad—, Group Al S race- Pine-Fir Hem-Flr 7 ii it., 7uce-Plme-tFF,, r 2 Stud G Stud d 3S'tud DouIse Fir -Larch Southern Plmeww* 3 3 Stud Stud tandard Standard StandardGroup B: 1 #1 & Btr D;BmsLas ZFPFir -LarchSouthernP;neww* 1 #1 L _# 2 lx4 Braces shaft be SRB (Stress -Rated Board) 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards, Group B11 values ma beusedwiththeserades. Gable Truss Detalt Notes; Wind Lead deflection criterion is L/240, Provide uplift connections for 75 ptf over continuous bearing <5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d (0.128'x3,0' min) nabs, For (1) *L' brace, space nabs at 2' o,c, In 18' end zones and 4* o.c. between zones. Wor (2) 'L' braces, space rafts at 3' o.c in 18' end zones and 6' ac, between zones. L' bracing must be a minimum of BOX or web member Length, Gable Vertical Ptate Sizes V:erticak Length NoS ice Less than 4' 0' 2X3 Greater than 4' G', but 3X4 less than 11' 6' Greater thhan 11' 6' 4X4 4 Refer to common truss de Ign for Lpeak, I Refer to the Building Designer for conditions not addressed by this detalt, REF ASCE7-10- GAB16015 DATE 10/01/ 14 DRWO A16015ENC101014 TOT, LD, 60 PSF Galote Stud Reinforcement Detait ASCE 7-10l 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 140 MPH Wind Speed, 3W Mean Height, Partlaity Enclosed, Exposure C, Kzt = LOO Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = LOO Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, pat = 1,00 2x4 Brace 1) 1x4 'L' Brace * 1) 2x4 'L' Brace * (2) Lx,4 'L Brace **1 1) 2x6 L' Brace * (2) 2x6 L' _eroce raceGableVerticalNo Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B T 1 #2 8 3 7' 5- T 8' 8, 9, T 1 9 2 111' 7' 73712' V 13 9- 14F O- U SPF 3 6 5' 9 T 2' T 7' 8 1- 11' 3' 711 11 737— 137 7- 41 0- HF stud, T 6' 5' 41 5' 8- 7' 2` 7' 7' 8' T 11 11' 2' ill 13' 7' 14' 0- 0 Standard T-2, 4' 7- 4' 11 6' 2- 6' 7' 8' 4' 81 111 91 a, 10' 4' 13, 11 14 " 02' 13' 10' 6' 4' 6' 7' 7' 6- 7' 9' 8' 11' 91 3- 12' 2' 131 111 14 0, Stud Standard' Diagonal, brace optlon+ vertical tength may be doubted when diagonal brace Is used. Connect diagonat brace for 690# at each end. Max web total length Is 14', I Itir KI L L Brace K)K 2x6 DF-L #2 or better diagonal brace) Single or double cut as shown) at T_ K upper end. Connect dtagonat at ' , I mildpoint of vertical we,, Ref'er to "art o, AN FTW COMPAW I 1372T, Rwvpt, Dw. Sw k hVv,1.vd, Hvi®rv,.,M01 63043 W, 200 ME 12' V 3 91' 14' 0' IC' 10- 13' 8- 14' O` 10' 10- 13' 8' 14' V 2L 12' 2' 13' 0- L3` T V V IT7' 14' 4L_' 0' 14' 4_ V_ 13' 7' 14' 0' L_: 14' 0' 12' 8' 11 14' 0- 1Z7-0' F_Bracing Group Species end Grades, Group k S ll Ffirr -"r Hen Fir L ./51'01S_m'_andard DEMO3Stud Douglas Fir -Larch Southern Pine*** 2 dt S!t2.d Standard Standard Group B: Hem -Fir E#1 & Btr 1 Do t Fir -Larch Southern Plne*** 1 F #1 1 2 aU75 , _Larc' Ix4 Braces small be SRB (Stress -Rated Board). For 1x4 So, Pine use arty Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values !2y_be used with these grades. 14.' V 4 V L4' 0' Galote Truss Detalt Notes: L LL V LL V V Wind Load deflection criterion Is L/240, IL S' V _14-L _V Provide uptirt corrections for 135 ptr over 1 0' 4 V 4' V continuous bearing <5 osf TC Dead Load). L4' _0' 14 0' L4 V Gable end supports Load from 4' 0' outtookers 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang 1'j 14' 0' _1_14' C— j Attach 'L' braces with 104 (0,128'x3,0' min) malls. K For (1) 'L' brace, space nails at 2' o,c. In le' end zones and 4' oc, between zones, K*For (2) 'L' braces+ space naps at 3' oc, In 18' end zones and 6' ac, between zones, L' bracing must be a rdmimum of 80% of web D member length. VeGableV Pla t erticalVerticalPlate Sizes Verticak Lem thFLess $%, z,,esQanthan4' 0' Gable Greater than 4' 0, but 4X4lessthan12, 0, Refer to common truss design fpeak,splice, F., and heel states, ft Refer to the RuAdIng Designer For conditions we Is to not addressed by this detail. REF ASCE7-10-GABI6030 ATE DATE 10/01/14 DRWG A16030ENC101014 0 R\100t*w` #0 0we, TOT. UIVAI- LD. 60 PSF timmill MAX. SPACING 24,0' Ga€ to Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = L00 r= 160 mph Mind Speed, 15' Mean Height, Partlatty Enclosed, Exposure C, Kzt = 1,00 r+ 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = LOO Brace 2x6 'L' Brace oup able Truss Diagonal brace option+ vertical tength may be doubted when dlagonatbraceIsused. Connectdiagonalbracefor775# at each end. Max webBrtotaltengthIs14'. 2x6 DF-L #2 or Itochartbetterdiagonal Yerticat length shown brace# single In table above, or double cut 45. 1, (as shown) at upper end, Connect diagonal atmidointofverticalweb. T D LT ALLEFM Trusses —qxre xtrems care #r fabroating, ha , wastat dng. Refer to.. fWow the Latest edl.... of SCSI (Sulding Component SAFety Infarnattor, by TPI SBCA) for sa t practkws prior to or se functions, Snstaliers U p -lde teop y brack5g &.. ess d a w€se, tap d shout h— property attached a€ Shea an# battoaa shall hove a ly attached X ce . Locations n far t La L restraint of U have Instuhni Ibrasv sec B3, B7 or RIC, as a Abue. y Iuatew toe fs, ONE aF truss paw as above and as the J Dstaas, less rued o wise. Refer to dra s ! -Z far standardplate positlons. A. a diwislar of LTV Sa C nts Cr inc, shall not be responbate, far any deviation fANrrWOOMPAWthisdrawing, any flare to d the truss im conformance with ANSIfTPI 1, ar far hwultaig, shipping, Instelt.tIon & bracing of , A seat on cover ~ Usting this dmoft, Indaates acceplonce of prefewsloewtIa72F 'erfod, Orve ty y Par de wrt ty wW use of t `,. Swtzt 200 far Any is the of the &AdWAi PI I trtary?;rn-`i`. H.iOts ; ASG`., 63043 far more inforwatian see this Job's gerw,.t hate. page and these web s:• ALP,, wwwatotroltwcaee TPI, www. ar S —ek stry s IM wwwdcesofe.oro El STATE OF a8 Bracing Group Species and Gradesi S nice-Pine-Firda Hem-Fir i 7 #2 Standard 2 Stud 3 Stud 3 Standard Dou Las Fir -Larch Southern Pine**# 3 3 Stud Stud Standard Standard Group BF Hem- Flr 1 Do tau FIr-Larch Southern Pine*** 1 j( I 2 1_. 2 _-_._. 1x4 Braces shah be SRB {Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B: Gable Truss Detail Notes: Wind Load deftectlon criterion Is Lt240. Provide uplift connections for 100 ptf over continuous bearing (5 psf TC Dead Load), Gabie end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d t0,128`x3.0' min) nails. For (1) 'L' brace space nalts at 2' o.c. In 18' end zones and 4' a.c, between zones. For {2) 'L' braces space nabs at 3' o.c, in IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Yerticat Len th No Splice i ns than 4' D' 2X3aterthan4' 0 , knit 4X4ssthan10' 0' Refer to common truss design for peak, spike, and heel plotes, Refer to the RQUding Designer for conditions not addressed by this detail., TOT, LD, Evil PSF REF ASCE7-10-GA I8015 BATE 10/01/14 D WG A18015E C101014 CLR Reinf or-cing Member Substitution This cletall, Is to be used when a Continuous Laterat Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. This detalt Is only appLicabte For changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2X8 2X8 2 rows 2x6 2-2x6OK) 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, 00 Center scab on wide face of web, Apply (1) scab to each face of web. T- Reinforcement or L- Reinforcements Apply to either side of web Attach with 10d (0.128'x3,0',m at 6' oc, Reinforcing membei a minimum 807 of welo member length, Scab Reinforcement; Apply scab(s) to wide face of web, No more than (1) scab per face, Attach with 10d (0.128x3.01,min) nails at 6' o,c, Reinforcing member is a minimum 8OX of web member length, VAMGP- READ MM FILLUV ALL NMES ON TM WAVDG DfMTAKT** FWM THIS WAUM M N.A. CDOPACMRS DCUMING THE VaTAUOM trusses ,-, " '* pr"* , —. t.,- .., tot... —, pr.ck the latest ditfor of 1 MAdn; Componart Safety InforhatIC11, by Tat and NBrA) For saP o'r* practices pnor to perf—kv these funct— 1—taue,5 Shalt provide t-Poram, bmorg Unless noted otherwise, top chord shah have properly attached structueat sheatHng and bottom shakkhaveapropertyattachedH& ceRmg, Locatlom shown For pe nt lateral restraint of d, M— Rb—hV tms+.Ud per GCSE s*chons ]Q, 87 or Do, as ppUcable. Apply plates to ad, fat oftrussardposMon, asshown bar* ad an the J.*,t Dt.A., -Aess —td tKerwxe. Refer to 4—aft. 16M-Z For s#-,d.,d ete p—Itions, tnab-, . di -Ask. of ITV &Awq; Caps.—ts Gr.... p I—, qktt hat b. —sp000bt. for any deviall- f ANITWCOMPANYtidedr*9any faR—m— - to bl&d the truss al conforwith ANSI/TPI 1, or for ha,4ft, shwpft, t.R.t=, br.cft of trusses. A seal on this drawlsg on cover ;wg* Owtog *Ws draving, Indicates acceptance of professlonal 1 13723, Riverporft Dri- olety for the design O oF this d—*V Suitv, 2C1 ;Vw= Ms—medAtty of she Mdn9per E 1secZ Heighft,l 1, 10i 63043 ForInformatkm was this job's 2em-a rates page and these web sftv ALPINe ww—, akwft— oftt Tat, —trirsta—, Sgrk TM T-ReInf, or L-ReInf, ffm M T- Reinf, L- Reinf, PSF REF CLR Subst. PSF DATE 10/ 01/14 PSF DRWG BRCLBSUB1014 PSF PSF Cable Detai( Fnr I ist-in \/Prtir-nic: Gable Truss Plate Sizes ppropriate Alpine gable detail for a sizes for vertical studs, Engineered truss design for pellb, and heel plates, verticat plates overtop, use a to that covers the total area of sapped plates to span the web, 2 * 2X4 *2X8 Provide connections for, uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nafts, 10d Common (0.148'x 1',min) Nails at 4' o.c. plus 4) molls In the top and bottom chords, Rigid Sheathing Toenalted NaltsG 10d Common (0.148'x3',mIn) Toenails at 4' o.c. plus4Nalts (4) toenails in the top and bottom chords, T' This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing wind toad. Member ASCE 7-05 Gabte Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 7 Gable No 'Its A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A200 16"JibA11530ENC101014, A12030ENC101014, A1403CENC101014, 101 A18030ENC101014, A20030ENC101014, A2 0 0 N I 1 1 S11515ENC100815, S12015ENC100815, S14015ENC1 S18015ENC100815, S20015ENC100815, 320015E a ww S11530ENC100815, S12030ENC100815, S14030 I a 4 Nails S18030ENCI00815, S2003CENC100815, S2003 ND10 , S / PEBI 815 S 'ngelling See appropriate Alpine gable detaft for most m unr orc gab t I is 0 VARNDKO" WAD AND FOLLOW ALL REM ON TWS DRAWM x DWMTANT" FURNISH TWS DRAWDIG TO ALL CWTRACTM MMUDLIC THE DWALLERS, Trusses require extreme care hn Fabricating, handing, shipping, installing and brackil, Refer nd AdI&Lf edltton of SCSI Cladding Comporen't Safety Information , by Tial end S ) forfollowthelatest pE raviocesprytoperformingthesefunctfams. lostatters 0-4ttproviso temporary bra Per Unlessnotedotherwise, top chord shatt have property attached strut at sheat*h*ng and bottom halt have a property attached rigid colina, Locations shown for nt taterat restraint of w We shatthavebracinginstattdpergoalsectionsB3, B7 or 310, - aiasticable, Apply plates to each fa Ae N V .ftrussandpositionasaboveandontheJointDetails, unless noted otherwise, -41 tOR RefertodraWrits16OA-Z For standard plate past,oDns, 4p RNit11 rrWCOMPAW Alpine, a dlAsion of 1TV lluoilng Comporents rx-oup lm shalt hat be responede for any deviation, fr ANthisdrawwol, any faiture to buiat! thetruss h, ccnfmce with ANSI/TPI 1, or for bdr4ing, shippov, h-a t..Var Lbracov f trussws. I- A seat an this drawing or cover page gating this dmidng, indloates, acceptance of professlorial 13723, Rivermortk Drfve enomeeming responsibility sabily for t1se desigh showL The sultablUty and use of this drawing 0278 04/12/ 2018 Suite( 2GO foranystructureIstheresponsibilityoftheMetingDesignerperAM/TPI I SecZ Mwyi&nd, Heights \ 100', 63043 For more Information see this job's general rates page and these web sitew ALP IND wwwalaineltecomiTPDwwwtoknst,arm Spur -sboindustrvarai IM -1-Pe- T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nalt - Or - End -raft To convert from ' L' to 'T' reinforcing members, multiply 'T' Increase by Length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced palate verticat length is 14' from top to bottom chord, T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, deb Length Increase w/ 'T' Brace F7T- Reinf, 'T- MbL. Size Increase 2x4 3 GO7 Example, 2 -X6207ASCE7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = L00 Gable Vertical = 24' o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase ( From Above) = 307 = L30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' MAX, TOT, LD, 60 PSF DUR, FAC, ANY MAX, SPACING 24, 0' F LET -IN VERT TE 10/01/ 14 WG GBLLETIN1014 NAIL REINFORCEMENT FOR PLATE DETAIL This detait may be used when the required number ofNails shalt be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 inch to the joint line. Nails may also be drivennumberofteethinthegiver) member. Nails may be driven through the tooth slots, but shalt be located at the end of through the connector ptate(s) in truss members using the the scot Farthest from the joint line, nail type specified below to increase the tateraL resistance of the connector ptate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth, Nail Type Duo -Fast CS157 1.5' x 0,105' Smooth Shank Coil Nail MateriaL Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave I Nail replaces 2 teeth SG >= M2) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail reptaces 2 teeth Nail Type 0,131' x 1,5' Box or Gun Nall, Material SP, DF-L, HF, SPF SG >= O.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nalt replaces 3 teeth I Nat replaces 3 teeth I Nall, replaces 3 teeth M TypicaL Joint Configurations, This-4 This Detall Is Apyticable On( On Offset No More han 1/2' Prom AN mwaWPAW i 3721 Swte, 200 ON 1101k 1-0M.,yi-cR H.igh;N k MO, 63043 1 1 ON Nails shell be driven through connector plate having shortage of required effective teeth, Nails may be driven through connector plate on each face of joint IF each plate has a shortage of required effective teeth, Nails shall be futty embedded into wood areas free of defects, This detail is applicalote only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing, This detall, is appticak)(e for trusses with Lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), 5XATE OF NA'L 1figuration, Pt e Has Been1 Th#, Truss Design Drawing, F NAIL REINFORCEMI TE 10/01/14 WG REPPLTNL1014 Gale Stud Reinforcement Detail -Por Stucco Cladding f SCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enc o ed, Exposure C, Kzt = 1,0 o- Or, 140 men Wind Spud, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = LOS Ctrs 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = LGO his Truss i Diagonal brace optione vertical length may be T doubted when diagonal 1g`. K brace is used. Connect diagonal brace for 600# i f L• at each end. Max web Bros total length is 14'. 2x6 DF-L #2 or better diagonal Vertical length shown i brace] single, In table above, or double cut F. 45' E as shown) at i... I i upper end. Connect diagonit at AN rTW TATE OF b- _ t.%041Bracing Group Species and Grades: Group A, S race -Pine _ r €ten -Fir, 1 f #2 Standard #2 Stud 3 Stud #3._ ®Standard Dou las Fir-Lar-ch Southern Pineriiis 3 # 3 Stud Stud Standard Standard Group B; Hem® Flr 1 & Btr I Dou las FIr-Larch Southern P6newxw 1 # 1 2 # 2 1xz4 Braces shalt be SRB (Stress -Rated Board),'. xwFor N4 So. Pine use only Industrlat 55 or Industrial 45 Stress -Rated Boards, Group B'.. values may be used with these grades, Gable Truss Detail, Notes; Wind Load deflection crlterlon is L.1360. Provide uplift connections for 75 ptf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' ouiookers with 2' 0' overhung, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) nails. k For (1) 'L* brace, space malts at 2' o.c. In IS' end zones and 4' o.c, between zones, 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 80X of web member length, Gable Vertical Plate Sizes Vertical Len th No Splice Less # ham 4' fl` 2X3 Greater than 4' 0°, but 3X4 less them IS' 6' Greater than t' 6' fo- Refer + Refer to common truss desis Sto the Building Designer for conditions not addressed by this deta4. TDT, LD. 60 PSE E ASCE7-10--GAP1615 TE 6/3l15 WO S16015ENC100815 MAX. SPACING 24.0' BUTT STRONGBACK BRIDGING TOGETHER s ' 4° 01 ATTACH SCAB WITH led BOX/GUN 4' -0' 2x6 (0,128'x3.0') NAILS IN 2 ROWS AT SCAB 6° aC. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NINE; Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB WP (3) led COMMON 1 0.148'x3') NAILS OR t},f.:./1 1 ( 4) led BOX/GUN 28°x3.0') NAILS. f M All scab -on docks shall be a minimum 2x4 stress graded lumber,' AU strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c, (max,) The terms "bridging' and 'bracing' are sometimes mistakenly used interchangeably, '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 individual truss component, "Bridging,' particularly "strongback bridging' is a recommendation for 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, a £'C The performance of all floor systems are2) lad COMMON (0148x3,0') OR to 2r (I at eadi U3 sI enhanced by the installation Of strongbackBOX/GUN (0.128'x3 0') NAILS AT 2x6 (MINIMUM) STRENGBACK, 30' to 40 a r U ec ,, s) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, 40' aft s) bridging and therefore is strongly recommendedSCAB -ON BLOCK, ATTACH STRONGBACK TO BLOCK WJ (3) by Alpine, 10d COMMON (0,I48'x3.0') NAILS OR (4)10d BOX/GUN (0,128'x3,0') (Lj } For additional Information regarding strongback NAILS. 3 Lam/ bridging, refer to BCSI (Building Component Safety Information), 0 Nkd ATTACH S 7O BOT CHORD TH Pict STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES s 648 v ttv s t PSF REF STRONGBACKDrTOnr rr s txtr*m care M fetriCotinIL horxKft, PhPP4V, Srsta€ ek g end bract rg, Referfcttoalowtatest "tior, of KZ1 Comporent Safety IrWarmthor, by TPI and SBCA> for s4lety D`€ PSF DATE 10/01t14Ix^actdces prior for Perftlakla tt-se fun rrs. lmtatiors shaft prods temporary bracbrg per 3W, LOA— noted otherr3se, tap chord shaft have property atte d structural s and batter,&TATEyshadhaveapropertyatta :. d rUld fefl,V. t.acations 0— for peraanent latent rest,- Int of PSF DR W G ST R BR II R I014 shaft have br 1—tatted per BCSY sectfoers 23, 87 or RIO, as eppttcabte, y plates to each e f Of truss and positive as en above on the t Betogs, ur,tess ratedathervise, PS FRefertodingsi -Z Pars rd pt¢te psMord. ' o Adam, a dvNoan of €TV St4dno Carponents Gr Inc, shaft Prat be r yeforan device f 4thisdraanyfaAtodthes c e etth ANSIfTPI 1, cr for h sitl w 00 i...D, PSF stot4atbn 3 hmft of truss.. A —Pt Or, or cam t tes accep of 137 Rve ^sr` C _ my saerty for de y and of s ,zp f m y of utskgner per ANSUM t sew 0 IL UR, FAC, 1.00 hrs ,,:; t B3p43For Infor—tion see ,job's rai notes page and these erb sttesr ALPINE, e.,at t..<t rP% ex..tpnsturp e...sb trv.o, tcc, eeesafe.a 4# SPACING Va[(ey Detai( - ASCE 7-10: 160 mph, 30' Mean Height, Endosed, Exp, C, Kzt-1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #11#2 or better, Webs 2x4 SP #3, SPF #11#2, DF-L #2 or better, K)KAttach each valley to every supporting truss with! 2) 16d box (0,135' x 3,5') nails toe-naited foror ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown, Vatteys short enough to be cut as solid triangular members from a single 2x6, or Larger as required, shot( be permitted in Lieu of fabricating from separate 2x4 members, ALL plates shown are ITW BCC, Wave Plates. 3X4 12 12 Max. I 2X4 X4 J- 8-0-0 max I 12 12 Max, F— X3 IX3 6-0-0 1X3 5X4/ 1X3 (Max Spacing) 1X3 2X4SPL 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing Unless specified otherwise on engineer's seated design, Per vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 30% 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' oz, or as otherwise specified on engineer's seated design Or By valley trusses used in lieu of purtin spacing as specified on Engineer's seated design. Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, Larger spans may be built as tong as the vertical height does not exceed 14'-0*, b... —d 4*Lt Det.1s, Kss not.d vtheiid— iR to drawiNs 160A-Z f stand d Oate posfVon Swt. 200 Mw-e, H,,ghts, M0,133,0011, Square Cut Bottom Chord oe-naited Valley 5TATE Of OR\Vt*' zziri.Sl 2X4 Stubbed Valley End Detail 4X4 1 f Partiat Framing Plan YC ;Lj* 130 3014OPSF REF VALLEY DETA TC:DL 0 15 7PSF DATE 10/01/2014 B, 10 10 110 PSF DRW-U VAL-160101014 0 0 OPSF0 60 55 57PSFk57 G Purfins required 2'-0" O.C. in absence of plywood sheathing, Trusses without sheathing applied must beevaluated accordingly, Purfins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purfin with a minimum of 8-8d hs.131"x2.5-) commonwire nails, Effects of not providing sheathing below a valley set must be evaluated by the building designer, This drawing applies to valleys with the following conditions: Spans (distance between hoots) 40'-0" or less Maximum valley height: 14'-0" Maximurn mean roof height 30 feet ASCE 7-05, 140 mph, Enclosed, Cat It, Exit 8, 1=10, Kzt--1.0 or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exis D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cap *CRIPPLE ripples 41-0" for 30 psf (TL) and 20 psf (TD) Max, Ye the crippes for each row starting fromthe valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. Typ) 1. 2x6 rafters to ridge 4 16d toe -nails 12 Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails 3 TO 8 or through plywood sheathing 3. Cripple to rafter 4 16d toe -nails by cutting a 2"x6" notch In sheathing 9 16d face -nails V-0" TYPICAL 4'-4" TYPICAL 4, Rafter to sleeper or blocking 5 16d toe -nails 3 Rafterto two 2x6 sleepers 4 16d toe -nails 5. Sleeper to truss 4 16d toe -nails o Two 2x6 sleepers to truss 3 16d toe -nails each sleeper is truss 6. Ridge board to roof block 4 16d toe -nails 8 0 BEVEL RAFTER CUT AS REQ'O FOR PITCH 7, Ridge board to truss1= 4 16d toe -nails Q. 4 6 8. Purim to (Typ) 0 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 4 16d toe -nails 11. Truss to cripple 4 16d toe -nails 0, 1/2" SHEATHIN (designed by others) 20 BLOCKING 11 Cripple to purfinapplied) 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafterCRIPPLEBRACING &BLOCKING NOTES 4 16d toe -nails NOTE: 16d (0.162"x3.5') COMMON NAILS 2x4 continuous lateral restraint (OLR) min, is required for cripples 5'-0" to 10'-0" ton nailed wl 2 -10d (0.148"x3`) nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of cn Re with i0dJ0.128"xil.0") nails at6" o.c. "T" orscab must be 90% of cripple length. cnpp fes over 10'-0 long regure two CLR's or both faces wl "T" or scab. Use stress graced lumoer & box or common nalm Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafterif sleepers are not used, Instaff blocking under cripples If cripples fall between lower truss top chords and lateral bracing is not used, Apply all nailing in accordance to current NOS requiremen Nails are common wire nails unless noted otherwise.. H. al A LL 20 30 40 54 D L 10120 7 7 IC DL 0 0 0 0 BC' LL 0 0 0 0 TOT L11.3 50 47 61 DUR. RAC. 125/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 101/01/14 Product Approval Specification Form Permit Project Location Address: Anastacia- 576 Red Rose Ln. Lot 231 As required by Florida Statute 553.842 _ Codeprovide information and product approval number(s) on the building components listed belowo be utilized on the construction project for which you are applying for a building permit, We recommend that you contact• • you r listedapplicableproducts. Be aware that windows,skylights,• doors Approvalaccordance with the Florida Building Code, Section 1714.5. More information about Statewide Product be • •.• + The following information must be available on the jobsite for inspections: 1. This entire product approvalr 2. A copy of the manufacturer's installation details and requirements for each product. Category f ,subcategory Manufacturer Product Florida Approval It Description include decimals Exterior Doors wine in Therma Tru Swinging Ext Door (front door) FL20461 R2 Slidin MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door DbI, single FL1500.R3 Roll Automatic Other 2. i ra o s In le Hung MI Windows Single Hung window Fi..17676 2,9,16 Horizontal Slider Casement Double Huns_, T Fixed MI Windows Frame Fixed Glass I L 18644.4 Awning Pass Through Pro'ected Mullions MI Windows Mullions FL 1504.2 BreakerWind _ Dual Action Category / Subcategory I Manufacturer I Product I Florida Approval # June 2014 Wood Connectors l Anchors Truss Plates nineered Lumber Bailin Coolers/Freezers Concrete Admixtures Precast Lintels_ Insulation Forms XN4Y Plastics _ Deck f Roof __..... Wall Prefab Sheds ther e — __ xi_.oric r.._._._._ Envelope Products VAC Tie Dawn Applicant's Please Print) Bldg; Components MP International [HVAC Tie Down Florida Approval include decimal) Dane 2014 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION JOL 2 2018- pplication No: Ll ValueS ac jdJobAddress: Parcel 111. Type of Wrk: Nev, Q-AdWun 1:1 AluraWn 1:1 Repair El Derno, Change of lie El NWve 10 Rewr5thn of WT: "I I 1r; vIPn +r-, , Plan Re\ iew Contact Perwn: Title: Phone: Fax- Ernail-, Property Owner Information Name Phnne. Street: ReAd"a of pngery? : City. State Zip: - ------ --- Ilmll Ciq% St. Zip: H au 0 n gCompany: Addrew ContracWr Wormadon UJ j T1 7 Phone: Fax: L±-- State W20 enn No'. Archite ct/ Engi near tnform-ption PhnmN Fax: Iortga i\ ARNING TO (M NER: N WR FAILL RE To RECORD k NO WE UW (IM11EN('ENIEV'r NI.Ay RF,ULT IN N'(Wl IWING IMCJ: WR INIPROVENIENAS W) YOUR PROPERM A N0110E OF COMMENCLNIEM AIL'St F,,I, RECORDEI) M) POSTED ON THE JOB SITE BEFORE ITE 1IRST INSPECTION4 IF NVU INTEND 10 OBTAIN FINANCING. MNSULT " ITH N&M WIDER OR AS: ATTURNEN BEFOU RUCORDIM; Yot'B OF: OMMEN(IMEN1 1p;vow ' n > 000 MAV v ton a pn= j , to Vol Awl n>07=%, 0, Won,. I .=Yov F0 Vj 0"Wa , n', X=WWA PY 1 0 va W"= &a Far= ant:! w A V A 1"M pofnnoV, ruz OL7 L-4 .: A huxrow%n; I undmond thm it mTatow pnmk ulut be wcucd Au"Wril "mt. pWKNO NQ", ud, p,,, fm nwk Wkry Wanet0wktandakcundWon= ev 1 Is. WhAH hv unvowd "shoo dy"4 y"Ampm Shd OK tmv Sripw "OKA dya 4" 1Mm M& I W W ROWMg Wk YU13D Is Aw"ark 41 to rNuwcww" of thi's POrnlit, &04 rmy be alhmma: rvAncimns applaRK to &K pwpmy Sm ,, b.' Wid in tho pG14 mcoNI; of thi coumy. and Me inay bo adinKowl ponQo rvqwnd Emn wher govemmenm: entWes such A Vvxcr snanapament WncB, stre agencks. or feduai agenzbi Acoyanue oflurnnh in 006006on tha" I N611 nouf th,. w,tvw ofthc propeny of 6: "vuvmmi gF&HAaAm Lnq FS 70 Rz ciy of smAd rot "es raymew ora On ay-, Ca" a. %inna subnri"Inl Awp; of QW VXMUIM vonnaa " rzqaw"' in vrd!r w Multi a plan rzvb%v chaq; md m A he "myNOW 1h; NQUIN qonswusdan NOW a., job w to 6mv of sd*na,,! M nnuA conmmcoon x awe US W flu"d bZA on VW cuamll K U Alyuhul 000 In AM a[ the 1hus the permit k hsoci, u. Wal mdwxye shl''J,r i:hUNA nAnd 09 AC C"Sud cm= ev=2 On asm! wnwo0a; x wfll he apihed to our permn has whcn tho pernk is issn:& AVNEWS AFFIDAVIT: I cQrdfv that A of the Aregoing informadmi k amrwe and QU A vork "At he done in compliance i0h A uppWaW la"s reguladng coustrucd()nauto zwdpg, 0" ney PoWw' d 11) Typ" Qv== MY C BELONVIS FOR OFFICE U,'SE ONLY Per rs Req Wed: s[:] Iloo,[: EJ Construction T Occupancy Use: Flood Zone: I orM 01 Ft of Alin. Occupancy Und: of New Consiruction: Metric - ;= — WAY - 5 of Mum-11 Me SpHAW Kmik AYD voD - or I lens APPRONALS VININS t-FITIFS: FKAh" Ti flrnb: Yv AS FE KQER, 5 L I L FA Vli: AWN Documented ConsttuctjojjzVaj i Job rss- Type of Work$ News . CITY OF SANFORD R(isideittiaQ, coft r°c t Addition . t , tics .n'.rEl Change of. ov Lo o.. t Plan Review ContNamePhone: u t 1 Name J,14eLt-j Street: City, State . : e s ggt p of g 3qgE. dµyq* x t we;%yt $ i k.. .ib WRx ' A , Jg to Ucense">..._ Sta rchiteptlEnginder fir r Naine: Phone: Street:Fax: City,x: BbndiAg C a .- Mortgage Lender: Address: Addrs: WARNING CT II. YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY I7Vr N IAA ICE I ` IMPROVEMENTS + T YOUR PROPERTY. 'ENOTIC .0 I C ., CENI RECOP. DED,AND POSTED ON THE JOB SITE BEFORE 'I°IlE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YObR LENDE R OR AN ATTORNEY BEFORERECORDING t NOTICE CCI CAENIE8'I°- m_ pl. °.t rt tzat a - to-do ori . t 1t) ccanintenced prior to the issuance of a permit ind that all work ill be performed to meet standards of alllaws regulating nstru in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, V furnaces, , boilers, heaters, tanks, and air conditioners, etc. C 1053Shall be Inscribed evith the date of application and the code in effect as of that date— 51sn Edition ( id) Florida Bailding Cade N,QL[LQ1.4'n,h-dditi6n-'to th6 this pem, in there way be addidonal restrictions applicable to th roS tit Inay lieippertyha found in the -public records ofthis county, and t1jere may be aditionval pertnits required from other governmental entities vih as vvai4r J inanare, meatdistricts, state agencies, or federal agencies. Abcdptari'cir of perrait isverificatiox, thet I will.t otify tfibowitet of the propeft ef-the mtorimmeatsof Flo6dg LianaLaw, It 7,11 TheCity of Sanford requires pAyment of a platr reviewfee at the time of permit submittal. kcopy of the "ecuted contract is requirtif in order to calculate ;i plan review charge and will be contidered the e-stimated constructionvalue of the job at the time of submittai. The achillconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffcctatthetimethep&rnrit is issued, #'I accordan'tce with lbeiiiordBurn ce. Should ohiculatedchargesfigured off, the executed cOntract eXceed the actual construdlion valuk credit will be applied to yrair pertnit felts when the,perrint is issued. OWNEW& "FM AVIT. J that at I df the foregroitrgWform a t ion is a ccura to Ii;if - vork 011 gubatiug coustructirin and z g. be done in compliancewithAlupplicable-Jaws re at --11 5ign4ture ofOwner/ Agent Dart Si OrC4ntmicorlftiat Mar Ownet/Aga nt' s Narne, i Contract /A V Nwne 01 ff" 5 It AIT1 -1 p " I L" I A- I "' 1, Signauuvof`Nonuy-Staw ofFloridaDateSignatureofWory,%tAteofFto6dtt Date YLD AKERS ER MY COMMISWON # FFWWS,- Rc,,=MEXPtRr-- S June 05, 2020 Owner/Agont is P ersonally, Known to W orContoicter/Agent is _It-Tprpofially X,4owrf toUe or Produced IDTypeof ID Produced ID Type of ID BELOW IS FOR, FACES ONLY Permits Required: Building Vlectfloalf'] lvleo: hanical PlumbingE] isE] 1 rasa El Construction Type: Occupancy Use: F lood Zone: Total Sol Ft ofBldg: Min. Occupancy Load: # of Stories: New Construct -ion: Electric - # of Plurabing - # of Fixtures Fire Sprinkler Permit: Yes E] NciEl # of I -leads Fire Alarm Permit: Yes 1. NoEl APPROVALim ZONINt UTILITIES: WASIT WATER: ENGINEERING: FIRE: BUILDING: W , 01 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ikpplicaton No: Documented Construction Value: Job Address: Historic District: Yes D No El Parcel ID- i &t_4,e Residential S( CommercialE] Type of Work.- New 9 AdditionEl Alteration D RepairEl Derno El Change of"Use El Move L1 Description of Work-, NEW RESIDENTIAL PLUMBING Plan Review Contact Persow Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip, Contractor Information Name -NORTHWEST PLUMBING OF ORLANDO Phone: Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: City, State Zip: _ MABLETON, GA 30126 State License Nir: CFC1426562 Architect/Engineer Information Nome: Phone: street; Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: WARNINGTO OWNER: YOUR FAlJ,,11R'ETO RECORD A NOTICE OF COMMENCEMENTMAY RESULTIN YOUR PAVING TWICK FOR IMPROVEMENTS TO YOUR PROVERTY'. A NOTICE OF COMMENCENIENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IN'SPECTION. IF YOU INTEND TO OBTAIN FINAN( ANG, CONSULT WITI-I YOUR LENDER OR AN ATTORNEY BEFORE RECORWNG YOUR NOTICE OF COMN1FINICEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has corn menced prior to too Issuance of a pcvuit 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, welts, pools, furnace-., boilers, heaters, looks, and air conditioners, etc. FRC 1053 Shull be inscribed with the date of Application and tilt code In effect as of that (late-, 511 Edition (2014) Florida Building Code Revised: Rine 30, 2015 Permit Appkation NQL1Qj-': In addition to the requirements of this permit, there may be additional restrictions applicable to this propertythat may be found it) 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 perinit is verification that I will notify the owner of the property of the requirements of Florida Lien Lavy, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the ex tamed contract is required in order to catculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal, The, actual construction value wilt 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 *es 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 ofOwncrIAgem Date Print owner/Agent's Nmne Sipature onda Dare Owner/ Agent is — Personally Known to Me or Produced ID -_ -__ Type of ID t siparure 'L gent T- 07N Prin( Contractor/Agent's , ne Sspetire of tary-Stat offlorida Sagis _` Personal Produced ID __ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildgEl ElectricalMecthanica]E] PlunibingE] Gas E] Roof [] Conitruction, Type-, Occupancy Use; Flood Zone: Total Sq Ft of Bldg; in. Occupancy Load: # of Stories; New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: fixes El No El #,of Heads APPROVAL& ZONIN& UTIIJTIES ENGINEERING: CONTMENTS: Em Fire Alarm Permit: ' Yes E] NoE] WASTE, WATEW MMURIM Revisal: June 30, 2015 Permit Application 0!.-__S('R11DT10N A:L FURNISHED: Lot 231, THORNBROOKE PHASE 4, os recorded in Plot Book 81, Poges 70 thru 71, Public Records of Serninole County, Florido, EC?(. NOARY FOR/CERIMED TO: Roland Calderon Casanova and Diana Rivera Solis-, Inspired Title Services, LLC; First American Title insurance Company IN I M IOWA AVENUE RF/W VARIES) N 8,9058'00 " E SET O'g, 40. 00' WALL 0. 4' SET R. ON 1. R. 57, IN" P'C' a REC. N&D J4596 - 10' LANDSCAPE & WALL., FENCE ESMT, 19.8o, I 9,80' LOT 031 X'0'x3.I)' AC PADS do, 7' 5. 00' cov'a 6C 0LNC, 14. 3' 500' A TWO STORY 10 RESIDENCE E F. 22.8 7' aS LOT 232 ED 0 5 Q) cov'r), ON T 6KICK 8, 7' CS N BRICK WALK 5,00' 1jBDR RICKT 2510' 25,20' 0. 9 , nN 10-U FIL ESMr j DID5' CONIC, WALK RB)AF 89058'00 E' 40,00' RFC. N& D ll A /§ 0 u,.SY,' LAYWY 50' UTILITY & ACCESS RIW) TRACT I Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS r\— PROPOSED ORAINAGE FLOW LU_1LL)LKG _2EM625: tOT GRAMG TYPF A X FRONT 25' PROPOSE0 F. F PER PLANS = 2Z8' REAR 15' SIDE 5, 0' 1-PROPOSED GRADE PFR CONSTRUCT(ON PLAN SIDE COHNER I? 7 77 & C --- LAND SURVT YORS, S' kW-11 -1/6' T, R KS'C 0 -7ISSOC, IN P P AT PJ01.1 POINT ON LINE 5400 E. COLONIAL OR, ORLANDO, FL. 32807 (407)--277--3232 FAX (407)-658-14m F F, FLD TYR C NOTES: TYPICAL PEICPOINT BASE CURVAIURE 1, THE U DERSOLNED DOES HDOZY OCONEE THAT THIS SURVEY MFETS THE STANDARDS OF PROUTICE SET FORTH BY THE FLORIDA BOARD OF I,, IRC ADD PICZ POINT 2'r' 'c"ONDEUND CURVATUREPROFF'S'WOUAJ, SURVEYORSAND MAPPERS IN CHAPTER 5J-17 FLORIDA ADA41NISTRATTW CODE PURSUANT TO SECTION 472,027, FLOSPO'k SNUUCS CH CONCRETEMUNUMENTWAD, RADIAL LET tA vG1 IN 1. E CF% WR NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORGFISAL RAUSED SEAL, ONS SURVEY MAP OR COPIES ARE NOT PALO. rEc' RMOY, RVD APF VITO SSTP[NNT J, P,,S SURVEY WAS PREPARCO FROM ITTLE INFORMATION f"URNISHCO TOTHE SURVEYOR.THERE MAY BE OTHER RESTRICTIONS P.17Q E F DR BASEMENTS NOT AFFECT THI$ PROPERTY. SO NTOFIRGINSUNI, CAL CALCULA ED P'O C POINTOF CUMHLNCLP*,NI WRX Pk:RHANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVILVENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. I C0TFRt INE FF I` NICHED F1 OUR ELEVAYUN S. THIS SURVE-f iS PREPARED I'OR ME SOLE BFNEF7T Of- THOSE CERPHED TO AND SHOOLD NOT BE FICTION UPON BY ARE OTHER DOPEY N&V NAZILIUSKAS1.. BUILDING SIlEACK S. IGJAFW1*NE SHOWN FOR THE LOCATION OF AMROVEMENID HEREON !CCULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES, R, v RIG -QF-A`AY BM BENCHING, K f SM T LAS&ENT ED. BASE BLARING 1, MARINAS, ARE BASCO ASSFAIFIL DATUM AND AN ME ONE SHOWN AS CAPE COMING DTEE) LRAIN DRAINAGE 8, CLOPATIONS, U SHOWN, AR' SACCO ON NATIONAL NEARCTIC DATUM Or 7929, UNLESS OTHERWISE NQDHT 1 IL Y1 ILI I 1 9 CERPHISAVCL" AUTHORIZATION A, 45,96. LF CCHAINLINKFENCEPEFCATOP, FPNCL C / CONCRETE IA OCK C' POINT OF CURVAIURE SCALE' I' BE P. PC N OF TANGENCY ORDER No, DESCI DESRIPTIDN CERPAIED EnkARCADIUSL LENGTH PLOTPLAN05-21-2018 3220.- 8 D DE TA -20- 2018 CHORD FORMBOARD rOUNDATIONIELEVS. 074769--18 C B CHORD BEARING NORTH FINAVELEVS 12-08- 2018 7878--18 THIS BUh DING,'/FIRXPERTY ODES NOT LIE WITHIN P, E' - R FLOOD PLIVAr7ASPEA' " FIRM' THE C37A60SHEO100 IKA0R, S. 4714 T x 0", E 'T 1AM 110T RLS # 4801ZONEMAP # 12117C 0055FM